JP5880812B2 - Seismic control joint structure for concrete products and joint construction measures - Google Patents

Description

  The present invention, when constructing a block line in the longitudinal direction of building concrete products (hereinafter referred to as “blocks”) such as culverts, culverts, and waterways that are continuously built in the ground using secondary concrete products, The present invention relates to a structure and a construction method for a vibration-damping joint that provides effective clearance gaps and strength / rigidity or flexibility and restoration to each connecting portion of the blocks.

Conventionally, when constructing a block line, typical seismic joint structures that have been implemented are roughly classified into (1) concentrated earthquake resistance method (tentative name) and (2) all-line earthquake resistance method (tentative name).
The concentrated earthquake resistance method of (1) is a flexible block (tentative name) that is assembled at a factory or laying site using two blocks and a rubber elastic material (hereinafter referred to as “joint material”) folded. Installed and connected before and after the block line to construct. The flexible block is a structure formed by screwing a fastening bolt into an insert embedded in a notch provided in a joint surface where two blocks face each other. In this state, in order to prevent deformation due to breakage during transportation from the factory to the laying site and during lifting, it is connected with a connecting metal fitting or rigidly connected with a PC steel rod. After the laying is completed, these connecting metal fittings and PC steel bar are removed.

The block line of the centralized earthquake resistance method (1), which is laid using flexible blocks, is divided and arranged so that the flexible blocks have equal or unequal distances. Each flexible block is laid, and then a plurality of blocks are laid between the blocks at each point. Each laid block is rigidly connected with a PC steel rod at the connecting portion to form a block line beam structure. Strain stress due to ground changes caused by earthquake motion flows to the block line that becomes the beam structure, and flows into the flexible block at both ends or one of the block line, and the stress is absorbed by deformation of the joint material formed by folding elastic rubber. Therefore, it is an earthquake-resistant construction method based on the concept that block lines are not displaced or deformed. (Patent Document 1)

(2) The feature of the all-line seismicization method (tentative name) is to absorb and reduce strain stress due to seismic motion in the entire block line by giving flexibility to each block connecting part constituting the block line. It is a construction method. The outline is that an insert rubber ring having a pull-out prevention and deformation tracking structure in which a part is exposed and a part is embedded in a quadrilateral frame part of a block connecting part or a circular frame part is attached. A circular hole that is inserted and fitted into the female cutout portion and used in combination with the receiving / inserting joint structure for absorbing and reducing stress due to strain, straddling each block connecting portion, A steel flat plate having one horizontally long hole is screwed into an insert embedded in the side surface of the block with a fastening bolt to reinforce the connecting portion. (See Patent Document 2 and Non-Patent Documents 1 and 2))

Alternatively, a PC steel bar in which both ends are threaded in connection holes drilled in the longitudinal direction of each block in the construction method using the above-described receiving and fitting structure in combination with the seismicization method for all lines in another form There is also a seismic method for preventing pull-out by attaching a spring washer to the threaded part on both ends, screwing a nut and giving an elastic spring force and deflection by a spring washer to each joint part. (See Non-Patent Document 3)

Both the concentrated seismic resistance method and the all-line seismic resistance method are effective in absorbing and reducing strain stress due to ground deformation due to earthquake motion. However, even if the earth and sand of the surrounding ground flows into and fills the opening part caused by the expansion and contraction of the block connecting part and the concentrated absorption of the joint material of the flexible block, or even if the ground motion is settled and the surrounding ground is restored to its original shape The earth and sand filled in the part is not carried out permanently, and the deformation of the block connecting part due to the mesh opening once generated is not restored. There is also a risk that the opening will increase with time.

JP-A-9-316985 JP 2006-22553 A

Japan Box Culvert Product Association “PC Box Culvert Association Standard” (June 2001) Page 19 "SJ-BOX Super Box Culvert" edited by Japan Earthquake Resistant Super Joint Box Culvert Product Association Ministry of Land, Infrastructure, Transport and Tourism NETIS website "Flexible Box Calvert Association" "IS Box Calvert Material"

The subject of the present invention is a beam structure in which the flexible blocks having deformation absorbency are appropriately arranged in the (1) concentrated seismic resistance method, and the flexible blocks are rigidly connected using a PC steel rod. Therefore, even if the connection strength is excellent, it is not possible to expect the effect of stress absorption / stress reduction due to strain obtained by having flexibility in the connection part. The determination of the flexible block laying position and the determination of the setting of the block span distance are difficult problems especially when building a block line that requires earthquake resistance. In particular, since the section force is calculated on the premise that the laying position of the flexible block serving as a fulcrum is not displaced mechanically, further consideration is required. For example, when the laying ground of the flexible block is unstable, the fulcrum displacement 0 is a precondition, so that reinforcement such as a pile ground industry is necessary. Furthermore, since the strain caused by earthquake motion is transmitted and absorbed either before or after the block laid on the block line, the joint material constructed by folding the elastic rubber material absorbs much of the strain. To be greatly expanded. In the longitudinal direction, the stretch is pulled out, in the shearing settlement, the vertical or non-uniform settlement, and in the bending settlement, the fan-like or divergent phenomenon is caused by rotational displacement, and the opening is generated independently or in combination. When opening occurs, the opening of the flexible block or block line is filled with earth and sand due to changes in the surrounding ground. Even if the ground is restored to its original state, the opening once generated is restored. Impossible.
Each block between the lines of the flexible block and the flexible block is particularly tension restrained by the PC steel rod, so the flexibility is lost and the absorption and dispersion of the working stress due to the connecting seam for each block cannot be expected at all. Concentrate on the flexible block. Therefore, the opening width of the connection joint of the flexible block is increased. It is impossible to discharge the sediment once it has entered and filled. Therefore, it is not expected to restore the displacement deformation generated on the block line, and the function of the block line is remarkably deteriorated.

From the viewpoint of working conditions at the factory production or installation site of the flexible block, the position of the insert embedded in the block connecting end and the joint member in terms of the relationship between the joint member made of elastic rubber material and the block The accuracy of the position of the insertion holes of the fastening bolts drilled in the base is high due to the basic differences in the materials and manufacturing accuracy of these members, and it is highly efficient in terms of time and man-hours required for assembly processing, whether it is factory manufacturing or field work. This is a cost factor. In particular, in the case of field work, restrictions are further severe and it is difficult to maintain accuracy. Further, when the assembly accuracy of the joint material of the flexible block becomes unstable, the flexible direction of the joint material, that is, the deformation becomes irregular, and it becomes difficult to effectively absorb the strain.

The seismic structural characteristics of the flexible block are only the stretch characteristics of the joint material, and the structure that cannot be expected to be compressed and autonomously restored. In addition, pressure contact deformation due to strain is not considered. According to past experiences of medium-scale earthquakes (the Miyagi-ken Oki earthquake), the end of the waterway protruded into the diversion basin, the connecting part collapsed, and the phenomenon of squeezing into the shape of the character occurred. Is due to shrinkage and pressure welding.

Next, an all-line seismic resistance method that gives flexibility to each block joint is a gentle arc-shaped or bending subsidence mode in which the strain stress of the ground due to earthquake motion is limited to the entire block line or to a certain section. This is a construction method using a flexible structure that disperses and absorbs strain stress. I will cite the literature on this concept.
“In the seismic behavior of the underground structure in the longitudinal direction, the relative displacement of the ground along the axis pushes or pulls the structure and bends it, so the ground displacement is linked along the central axis of the structure. If the ground layer is uniform and the seismic motion input to the base is the same, the ground displacement will be the same everywhere, and the underground structure will be displaced entirely and no stress will be generated. However, in the actual ground, relative changes occur due to differences in ground shaking (displacement magnitude and phase) due to changes in the formation and changes in the ground constant.
(Source: “Introduction to Seismic Design of Civil Structures (April 2009)” edited by the Japan Society of Civil Engineers, cited in Chapter 2, “Aseismic Design Method for Underground Structures” page 182). Therefore, it is necessary to construct a block line with a foundation structure with improved ground and piles that take into account unequal settlement and shear settlement in places where the geological structure, topography, geological conditions change, and unstable ground.

In the receiving / inserting joint structure, which is one of the all-line earthquake resistance methods, the clearance gap provided in the connecting portion is extremely small in order to secure the pull-out width. Even though the pull-out action that occurs at the connecting part can be resisted by the elastic force of the rubber ring joint material, the free clearance gap is small or not equal to the pressing action, so the tip of the male protrusion is in contact with the female back wall. It is pressed and easily damaged or crushed. In addition, it is difficult to resist the stress due to unequal settlement or shear settlement generated at the connecting portion only by the concrete strength of the male portion and the female portion of the connecting portion. Especially in underground structures, it is difficult to confirm this structurally. In addition, it is difficult to prevent opening due to pull-out, and it is impossible to restore displacement and deformation.

The object of the present invention is to prevent unequal subsidence, shear subsidence and bending subsidence caused by overload, seismic motion, vehicle vibration, etc. even in the conventional centralized seismic method, all-line seismic method, and other seismic joint structures. It is effective in exerting even when an excessive load is applied. However, it has been considered difficult to obtain sufficient and followability to the deformation such as expansion / contraction / rotation displacement, strength and rigidity at the same time as necessary. In addition, it is said that it is difficult to obtain a connecting part with sufficient accuracy by site laying work. However, the present invention uses a concrete secondary product, rubber product, and metal product, and the accuracy of field work is boxed. And stress absorbing material, and a plate connection material composed of 3 to 4 plates or a belt-like cradle plate. The aim is to obtain a highly reliable seismic coupling structure and laying method by absorbing and reducing the level of construction accuracy to that of factory products.

First, a plurality of recesses having openings on the connection seam side and the connection surface side are formed on the connection surface of both blocks when the existing block and the new block are connected with a fixed clearance gap between them. A box having an opening on the connecting seam side and a connecting surface side and having a stress absorber inside is embedded, and a plate connecting material for connecting both blocks to the connecting seam side of the box includes the box opening. It is a vibration-damping joint structure characterized by being attached so as to cover and close the door.

Second, the stress absorber, inserted the main bolt casing to the disc spring body having an insertion hole at the center, one end fixed with a nut by inserting the main bolt into the main bolt casing, the main bolt casing head Both ends face the part side and nuts side is obtained by protecting a half capsule form of the bolt cover with spherical, among said main bolt casing head side and nuts side of the bolt in the cover An air gap is provided between the sky top surface, and the stress absorber is placed in the box so that the axial direction of the bolt cover is perpendicular to the connection seam, and the end surface of each bolt cover a seismic control joint structure characterized in that the inner wall of the box adjacent to the end surface has retract and to abut.

Thirdly, in the vibration-damping joint structure, the total sum of the gap lengths of the gaps is equal to or shorter than a fixed gap having a constant width when the existing block and the new block are connected.

Fourth, the plate connecting member is made from a flat plate overlying further the elastic plate and the base plate overlying, at both end portions of the base plate provided with a stopper for positioning the flat plate, the elastic plate, wherein the base plate and the flat plate, and a horizontally long landscape hole the circular hole in the longitudinal direction of each plate, respectively, are a pair formed in a line parallel to the long sides of each plate, wherein the drilled horizontally long hole in the elastic plate drilled circular hole and the base plate is drilled a circular hole flat plate, and the base plate one fastening bolt from horizontal holes of the flat plate wherein it is inserted into the circular hole of the elastic plate, the other fastening bolts from the circular hole of the flat plate and the base plate bullets Are inserted into the respective lateral holes holes of the plate, a vibration control joint structure, characterized in that screwed into an insert formed in the new block and the existing block.

Fifth, the existing block and the new block are connected to the connecting surfaces of both blocks when connecting with a fixed gap between the existing blocks toward the rear end surface on the connecting surface side of the new block. A plurality of strip-shaped cradle plates protrude from the bottom wall portion of the front end surface on the surface side, and the strip-shaped cradle plates are previously attached to the bottom wall portion of the front end surface on the connecting surface side in advance during block molding. And a rear end face on the connecting face side of the new block is constructed on the belt-like cradle plate.

The operation of the problem solving means according to the present invention is as follows. A free gap in the range of 2 mm to 30 mm is provided at the connection joint of both blocks, and a box having an opening surface in both directions of both the connection surfaces and both side wall end surfaces is embedded. For example, a box culvert (hereinafter referred to as “block”) is added to the top plate, the bottom plate, and the middle portion of the side wall depending on the size of the block, the ground, and the load based on the corner portion. The box is made of steel and has the same shape, but the dimensions are determined based on the standard and performance of the stress absorber. In principle, anchor reinforcement with reinforcing bars is not performed when embedding boxes. In addition to the box, a plurality of inserts are embedded in the block manufacturing stage in the vicinity of the box. The number of embedded inserts is determined in consideration of the size of the opening surface of the box and the amount of stress acting on the joint.

The structure and structure of the stress absorber is inserted through the insertion hole of the disc spring body through a main bolt insertion case (hereinafter referred to as “case”) of the same diameter, and the diameter of the main bolt is the same as that of the main bolt at both ends of the insertion case. A circular seat plate having an insertion hole is brought into contact. Steel assembled plate material (hereinafter referred to as “assembled plate”) composed of two sheets having different shapes and sizes, each having an insertion hole of the same diameter as the case, and a seat plate having an insertion hole of the same diameter as the bolt. The disc spring is sandwiched from both sides, the main bolt is inserted from the outermost seat plate, the main bolt is assembled to the pressurizing shaft through the plate, the spring force and deflection are given to the disc spring body, and the nut is A spring structure is obtained by screwing. The length of the case serving as the center of the spring structure is the length after applying the disc spring force and deflection, that is, the length for obtaining the set deflection amount, and a stopper that prevents a load exceeding the set deflection amount. It is also the length to become. In addition, as a safety device for preventing stress exceeding the set amount of deflection from acting on the disc spring body and maintaining the clearance gap of the connection seam, the length of the central case around the spring structure or 0.5 mm A plurality of steel pipes processed to be about 1.0 mm long are arranged, and the steel pipe is placed between the middle square plate of three assembled plates and the middle square plate of three assembled plates facing each other. A nut is screwed onto the mounting bolt and fixed. Further, the main bolt head and nut projecting on the assembled plate surface have a hemispherical capsule-like bolt cover (hereinafter referred to as “bolt cover”) having a spherical end surface having a space for absorbing the deflection of the spring structure. And a fastening bolt is inserted into a plurality of insertion holes formed in the bolt cover and attached to the assembled plate. Further, the spring structure, the pipes arranged around the spring structure and the fastening bolts for pipe attachment are covered with a waterproof elastic cover and sealed.

Further, the elastic force (spring force) and the amount of deflection, which are the performance of the stress absorbing material, are determined by a combination with the standard of the disc spring used, for example, a combination method such as a parallel stack, a serial combination or a parallel stack, and the number of sheets. As for the disc spring, the elastic force (spring force) of the stress absorbing material obtained by the combination method and the number of sheets is about 500 kg at the minimum value and 50,000 kg to 60,000 kg at the maximum value. For example, when one piece is attached to each corner of the block, a large elastic force (spring force) of 2,000 kg to 200,000 kg to 340,000 kg can be obtained. Further, the amount of deflection can be obtained in the range of 1 mm to 20 mm. The standard / performance of the stress absorbing material is determined by calculating the displacement / deformation amount such as the size of the block, the structure, the stress and the ground conditions around the block line.

The action of the clearance gap 2mm to 30mm provided at the joints of both blocks is driven by displacement / deformation due to expansion / contraction in the longitudinal direction or subsidence / lifting caused by vibrations caused by earthquakes or traveling vehicles. By doing so, it becomes a buffer zone necessary for absorbing and reducing the acting stress. It is also effective to prevent crushing due to compression. In order to maintain this clearance, the gap length provided between the main bolt head and nut portion constituting the spring structure as the core of the stress absorbing material and the inner sky top surface in the main bolt cover is the clearance of the connection joint. It is necessary to make it equal to the gap distance or shorter by 1 mm to 10 mm. In addition, an elastic rubber mat (hereinafter referred to as “rubber mat”) is laid on the bottom plate of the box and the back wall surface to eliminate backlash after the stress absorber is inserted into the box across the block connection seam. After confirming whether it has been stored with a predetermined clearance gap, a mat is inserted into the box top so that there is no gap. Initially, a clearance gap is required between the box and the stress absorbing material to maintain the laying workability.

The spring structure constituting the stress absorbing material is protected by mounting a waterproof cover for maintaining the long-term performance separately from the load preventing function as described above. The main purpose of the stress-absorbing material is a restoring function by expansion and contraction obtained by elastic force (spring force) and deflection, and has almost no strength corresponding to bending stress and shear stress. The purpose of making the clearance gap of the connection joint larger than the sum of the clearance gaps of the stress absorbing material is to follow the rotation of the head cover tip, the spring force, the deflection and the rotational displacement in the range of the clearance gap. To give. Utilizing these functions, the plate connecting material can be used with the resilience synchronized with the restoration of the ground. Since the stress absorbing material, the plate connecting material, and the belt-like receiving plate function as a single unit, the structure and vibration control joint have strength and rigidity that can sufficiently resist the stress acting on the connecting seam, and the flexibility that conflicts with these. It becomes. Further, as another role of the plate connecting material, it also has a role as a protective cover for preventing inflow of earth, sand, and water into the box and the stress absorbing material storage portion.

Two connected seam-side boxes straddling both block connecting parts in inserts that are embedded in 4-16 pieces on a vertical line, close to the left and right vertical sides of the box that is embedded and fixed on the connecting seam side of both blocks The structure of the plate connecting material comprising three to four plates that cover the opening surface in a lid shape and are attached with fastening bolts is as follows. In the case of three plates, the first plate is a flat plate by an elastic rubber seal, and is a plate slightly larger than the opening surface because it directly covers the opening surface of the box. The plate overlapping the elastic plate is a pedestal plate made of steel and having stoppers at both ends, and a flat plate fitted therebetween. The base plate is provided with two upper and lower circular holes adjacent to one stopper and parallel to the short side of the plate. In addition, two horizontally long holes, which are horizontally long holes, are formed in the upper and lower sides in the vicinity of the other opposing stopper. That is, a total of four holes are formed. The elastic plate has the same arrangement as the base plate. On the other hand, the flat plate holes are arranged so that the upper and lower circular holes of the elastic plate and pedestal plate are combined with the two upper and lower horizontal holes of the flat plate, and the upper and lower portions of the elastic plate and pedestal plate are aligned. Two horizontal holes on the top and bottom of the flat plate are overlaid on each of the horizontally long holes. The four plates of the three plates that are overlapped and assembled are screwed into the four inserts by fastening bolts.

Furthermore, it is also possible to provide a plate connecting material with increased strength and rigidity by adding 6 holes or 8 holes or more to each plate by the same method. As an example of the combination of the elastic plate, the pedestal plate, and the flat plate, two elastic plates can be stacked and the pedestal plate and the flat plate can be combined thereon. As the number of fastening holes increases, the length of each plate becomes longer and the width becomes wider. Naturally, the material thickness also increases. The specifications and standards of inserts and fastening bolts can be adapted to the conditions as well.

As another action, if an unequal subsidence, shear subsidence, or bending subsidence occurs in a span with a block line due to unexpected earthquake motion, the connecting joint has a pull-out action in the longitudinal direction, and conversely compression / pressure welding or rotation Stress such as displacement acts. At this time, the plate connecting material is flat between 2 and 20 mm in the length direction because the flat plate fitted between the left and right positioning stoppers of the pedestal plate is processed so as to expand and contract within that range, and due to rotational displacement, etc. For displacement / deformation, the end of the flat plate is slid / abutted against either the left or right stopper on the pedestal plate, inserted through a circular hole drilled in the plate connection material, and inserted through a fastening bolt that is screwed into the insert. Can be transmitted to the anchor muscle and absorbed or reduced, or the reduced stress can be transmitted to the adjacent block. In addition, the free clearance of about 2 mm provided in the circular holes and fastening bolts gives flexibility to subsidence and bulges accompanied by rotational displacement, absorbs stress, and resists the resistance of the upper and lower fastening bolts. The displacement can be kept in a very small amount by the restraining action with strong rotational displacement.

The basic feature of the vibration-damping joint structure, which has the effect of reducing stress by absorbing and reducing the stress caused by the strain generated in the block line, is that each member of the joint structure, except for inserts and anchor bars, has a flexible clearance. In terms of structure. For example, the clearance gap of each member is manufactured with an accuracy of about 2 mm with a circular hole and a fastening bolt. The horizontal width of each plate's oblong holes and the gap between the pedestal plate and the flat plate, the width of the connection seam, the spring force and deflection of the stress absorber, the relationship between the box and the connection seam, etc. It is a structure that functions in relation to, and is an important mechanism for earthquake resistance. These clearance gaps are provided so as not to be strongly constrained so as not to cause displacement / deformation in pulling out, pressing, and rotational displacement. When restrained strongly, it becomes a beam structure and local stress tends to concentrate. In addition, when the block span is long, it works as a crushing action of the block main body and the connecting portion, and the block line is likely to fail.

In building the block line, in order to make the seismic damping joint structure of the present invention function effectively, it is necessary to improve the connection and coupling accuracy in the installation line. For example, it is necessary to correctly secure and maintain the state between the stress absorber and the box, and the plate connection material. This is ensured by two or a plurality of strip-shaped cradle plates having a width of 30 mm to 150 mm and a length of 50 mm to 150 mm protruding from the bottom wall of the front end surface on the connecting surface side of the existing block. The existing blocks follow the block line and are in a fixed state with height and streets arranged. Therefore, when the rear wall of the rear end face on the connecting surface side of the new block to be connected is temporarily placed on the belt-like receiving plate, it is possible to confirm the adjustment of the height and the street of the new block. Further, since the displacement such as vertical displacement of the new block does not occur in the connection work, it is possible to perform it quickly and accurately without taking time to temporarily set the stress absorbing material and the plate connection material. In addition, after installation, it becomes an effective reaction table against displacement and deformation due to shear subsidence and bending subsidence of joint seams. In order to obtain stable performance as a reaction force table, the plate spring material can be obtained by a single plate or a plurality of stacked plate plates. Therefore, it is possible to obtain high-performance seismic control performance by the four members of the stress absorbing material, the plate connecting material, the belt-like receiving plate, and the box. Further, since the stress absorbing material is accommodated at a predetermined position of the box and an appropriate clearance gap of the connection joint for the action of the belt-shaped receiving plate, it becomes a guide rail when the new block is pushed into the existing block side. Further, a guide steel rod for pressurization (not shown) is inserted into a plurality of connecting holes formed in the longitudinal direction of the block, and the end of the bolt cover having both hemispherical tips on both end surfaces of the stress absorbing material is applied. The belt-like cradle plate is very effective in coming into contact with the inner wall surface of the box. Also, a fixed rubber seal material (not disclosed) with high compression / restorability is attached to the outer periphery of the joint joint in advance at the factory, and pressure is required at the time of joint connection in order to firmly press it when laying. In addition, the joint treatment for water stop can use the method widely performed conventionally, such as providing a joint filling groove inside a block at the time of block manufacture, and filling and injecting the optimal joint material at the time of laying. It should be noted that other methods than those described above, for example, a conventional method using a chain block, are also possible in the connecting and connecting work such as a small block. In addition, to maintain and check the clearance gap of the connecting joint, confirm that the end of the bolt cover with a spherical tip on the end face attached to the left and right in the longitudinal direction of the stress absorber is lightly in contact with the back wall in the box longitudinal direction. In addition, it is possible to rationally perform construction management by executing double confirmation that the plate connecting material is attached without any problem.

When attaching the plate connecting material, it is not only possible to use an adhesive to integrate the elastic plate that is in direct contact with the side wall of the block. small. The length, width, and thickness of the elastic plate can be determined in consideration of the shape and size of the block. In addition, it can be expected that a certain strength can be obtained by increasing the protection of the stress absorbing material and the box by bonding and joining the elastic plate using an adhesive.

Reference is made to the above cited references for the effects obtained by imparting flexibility to the connecting portion. “If the result of the analysis of the longitudinal direction of the tunnel exceeds the generated cross-sectional force and the allowable value, it is effective to install a flexible joint to absorb the deformation. However, the joints between the submerged boxes and shafts are often joined flexibly by flexible joints as shown in the figure (omitted). This is a comparison of the cross-sectional force when the sinking box is rigidly connected and when it is connected with a flexible joint.In this tunnel, the axial force and bending moment are both reduced to a maximum of 1/4. Flexible structures aimed at reduction are also used in open-cut tunnels and shield tunnels (flexible segments mentioned above). ”Source:“ Introduction to Seismic Design of Civil Engineering Structures ”(published in April 2009) ) ”Chapter 2“ Resistance of underground structures Quoted from design method page 192 ")
Furthermore, “structural details having fail-safe functions such as relative displacement absorbers (joints, etc.) such as underground structures should be positively adopted” (cited from “Document 219” above). Has been.

The present invention is not intended for large-scale underground structures such as those described above, but is intended for construction of facilities such as culverts and culverts using blocks. A moderate clearance gap is given to the connecting part, and it is connected and connected using a stress absorbing material and a plate connecting material and further a belt-like cradle plate, thereby giving strength and rigidity and having a contradictory flexibility. Furthermore, it is intended to simultaneously obtain a restoring property that can follow the deformation of the ground.

Moreover, in combination with the present invention, the entire connecting portion, for example, a range of about 30 cm to 100 cm on the left and right sides around the connecting seam is wrapped with an elastic sheet and fixed, so that the inflow and filling of earth, sand and water accompanying the joint seam opening The effect which prevents can be expected. (Not disclosed.)

Or the housing which was excellent in earthquake resistance by connecting the three of the foundation-foundation-pillar using the stress-absorbing material which this invention comprises, and a plate connection material in the case of construction of a residential building using the damping joint structure of the present invention Can provide. Thus, application to residential construction is also possible. (Not disclosed.)

FIG. 3 is a perspective view showing an example of an installation place of a seismic control joint device. These are the principal part front views which show the state which the stress absorption material inserted and fitted over the clearance gap provided in the connection joint. It is a model perspective view which shows the state which the box by which a stress absorber is inserted and fitted by fitting is facing. FIG. 4 is a front view of the main part showing a state immediately after the stress absorbing material is inserted into the boxes on both sides of the block and fitted. FIG. 4 is a main part front view showing a state before the spherical tip ends of the left and right bolt covers of the stress absorbing material are in contact with the left and right inner wall surfaces of the box and covered with a connecting plate material. It is a front view which shows the state of a structure part partial detail and a partial external appearance of a stress absorber. It is a disassembled perspective view which shows the state at the time of one elastic plate of the connection plate material which comprises a damping joint structure with a stress absorber. These are the principal part front views in case the disc spring which comprises a stress-absorbing material is a single body. These are the principal part front views in case the disk spring which comprises a stress-absorbing material is two in parallel (n = 2). These are the principal part front views in case the disc spring which comprises a stress-absorbing material is two in series (m). These are the principal part front views in case the disk spring which comprises a stress-absorbing material is four in series. These are the principal part front views in case the disk spring which comprises a stress-absorbing material is a parallel pile and series combination (nxm = 2x4). It is a principal part disassembled perspective view which shows the state of the structure core part of a stress absorber. The principal part disassembled perspective view of a stress-absorbing material and the state of a mutual relationship with a box are shown. FIG. 4 is a main part front view showing a state of a bellows type stress absorbing material. FIG. 3 is a front view of a principal part showing a state of a square type stress absorbing material. FIG. 3 is a front view of a main part showing a state in which a stress absorbing material is covered with a connecting plate material. FIG. 10 is a detailed cross-sectional view showing the state of FIG. 10- (1) taken along line A-A ′. FIG. 11 is a detailed cross-sectional view showing a state of a portion in FIG. 10- (1). These are principal part sectional drawings which show the state of a fixed rubber seal material. It is a top view with a sign for showing an example of basic arrangement of each plate combination of a plate connection material, a perforated circular hole, and a laterally long hole, and its operation. FIG. 3 is a plan view of a pedestal plate. FIG. 12 is a cross-sectional view taken along line A-A ′ of FIG. Fig. 12 is a plan view of a flat plate fitted between stoppers of the base plate of Fig. 12- (1). FIG. 12 is a cross-sectional view taken along line B-B ′ of FIG. FIG. 12 is a plan view of the rubber plate of FIG. 12- (4). FIG. 12 is a cross-sectional view taken along line C-C ′ in FIG. These are top views at the time of the combination of a total of three sheets, one elastic plate, one base plate, and one flat plate. FIG. 14 is a cross-sectional view taken along line A-A ′ of FIG. FIG. 13 is a cross-sectional view taken along line B-B ′ of FIG. These are the top views at the time of the combination of a total of 4 sheets of 2 elastic plates, 1 base plate, and 1 flat plate. FIG. 14 is a cross-sectional view taken along line C-C ′ in FIG. FIG. 14 is a cross-sectional view taken along line D-D ′ of FIG. It is a principal part perspective view which shows the state before the connection of the block which has multiple strip | belt-shaped base plates. FIG. 6 is a main part front view showing a state in which a belt-shaped cradle plate waiting for connection of a new block is installed on a belt-shaped cradle plate of an existing block. FIG. 16 shows the next step of FIG. 16-(1), and is a front view of a principal part showing a state in which a new block is installed on a belt-like receiving plate of an existing block. FIG. 16B is a front view of an essential part showing a state in which the process of FIG. 16- (2) further proceeds, and the new block is pressed against the existing block side and the connection / connection is completed.

An embodiment of claim 1 of the present invention will be described with reference to FIGS. The embodiment shown in FIG. 1- (1) is a perspective view of a box culvert (hereinafter referred to as “block”) being laid. Boxes 2A and 2B are provided in the plate connecting material fitting groove 28 required to attach the plate connecting material 11 to the connecting surface side opening surface 31 of both the existing block 1A and the new block 1B and to both connecting seam side opening surfaces 32. Are embedded in the corners. A plurality of two inserts 3 are embedded in the vertical sides of the embedded boxes 2A and 2B on the upper and lower sides on the adjacent vertical line. A fixed rubber seal material 25 (not disclosed) that follows the deformation at the outer edge of the connecting surface 30 of the existing block 1A and the new block 1B and has high restoration performance is embedded in the factory. At the inner edge of the connecting surface 30 of the existing block 1A, a water-stop joint filling groove 69 is processed when the block is manufactured. A free clearance space 5 serving as a space for absorbing deflection provided in the connection seam 4 of the existing block 1A and the new block 1B is secured during laying in a range of 2 mm to 30 mm. The stress absorbing material 6 is inserted and fitted through the joint seam side opening surfaces 32 of both boxes 2A and 2B. The direction and position where the stress absorbing material 6 is inserted and fitted from the connecting surface side 30 of the block is the outer corner in the embodiment, but the working conditions at the site, the shape and size of the block, or the load Depending on the ground conditions, the number and position of the stress absorbers 6 may be the inner corner. Also, the number of inserts 3 can be increased by various corresponding variations. Further, a plurality of belt-like pedestal plates 61 protrude from the front end surface bottom wall portion 62 on the connection surface side of the existing block 1A.

In FIG. 1- (2), the existing block 1A and the new block 1B shown in FIG. 1- (1) are accommodated in a predetermined position, and the boxes 2A, 2B are straddled across the clearance gap 5 provided in the joint seam 4 of both. It is a principal part front view which shows the state before covering and covering the stress-absorbing material 6 inserted and fitted by the plate connection material 11. FIG. In addition, the screw hole of the insert 3 for attaching the plate connecting material 11 can be seen. Further, a rear end face bottom wall portion 63 on the connection surface side of the new block 1B is installed on a belt-like receiving plate 61 protruding from the front end face bottom wall portion 62 on the existing block 1A connection surface side. For this reason, the vertical adjustment at the time of coupling and coupling can be performed smoothly. In addition, displacement and deformation can be prevented in conjunction with the plate connecting material 11 and the stress absorbing material 6 due to the vertical displacement caused by the earthquake motion after laying. Further, by using a structure in which one or a plurality of spring materials are stacked on the belt-like receiving plate, an effective spring force is obtained and the restoring performance is further improved.

The embodiment shown in FIG. 2 is a member before embedding the boxes 2A and 2B having opening surfaces in two directions of the connecting surface side opening surface 31 of both the existing block 1A and the new block 1B and both connecting seam side opening surfaces 32. It is a perspective view as an example. The longitudinal wall 19 in the longitudinal direction of the boxes 2A and 2B is in contact with the hemispherical tips 23a and 23b of the half capsule-shaped bolt covers 22a and 23b at the left and right ends of the stress absorber 6, and the elasticity that is the performance of the stress absorber 6 It becomes an important reaction force wall to obtain force (spring force) and deflection performance. In addition, it becomes a rotation axis bearing at the time of displacement deformation action having a rotation angle. Accordingly, since the pull-out action hardly occurs in the boxes 2A and 2B, in principle, reinforcement with anchor bars or the like is not performed.

In the embodiment shown in FIG. 3 (1), a stress absorbing material (bellows type) 6 is inserted and fitted into the boxes 2A and 2B across the free clearance 5 provided at the joint seam 4 of both blocks, and is put in place. It is a principal part front view which shows the state before a movement and connection coupling | bonding. The stress absorbing material (bellows type) 6 protrudes in the left-right direction, that is, in the longitudinal direction, and both end portions are semi-spherical tips 23a, 23b of the semi-capsular bolt covers 22a, 22a and the inner wall surface 19a in the longitudinal direction of the boxes 2A, 2B. , 19b, a constant gap is maintained at this point. In the embodiment shown in FIG. 3- (2), the new block 1B moves to the existing block 1A from FIG. 3- (1) and is connected and coupled. That is, the stress absorbing material (bellows type) 6 is placed in a predetermined position in the boxes 2A, 2B. It is a principal part front view which shows the state just before a plate connection material 11 is attached. In this state, that is, the hemispherical tips 23a, 23b of the semi-capsular bolt covers 22a, 22b having both ends of the stress absorbing material (bellows type) 6 having a spherical shape and the inner wall surface 19a in the longitudinal direction of the boxes 2A, 2B, A space between the connecting gap 4 and the gap 19b is 0. On the other hand, the clearance gap 5 provided in the connecting joint 4 is secured to a certain width. This free gap 5 is used for stress absorption material (bellows type) 6 to absorb strain stress caused by displacement / deformation caused by expansion / contraction in the longitudinal direction or subsidence / lifting caused by vibrations caused by earthquakes or traveling vehicles. It becomes an indispensable element in absorbing and reducing the spring force and deflection. Conventionally, it has been common to connect and connect the connecting seams with a gap as close to 0 as possible. That is, in order to adjust the block manufacturing dimension error, the construction error at the time of construction, etc., a gap having a certain width cannot be avoided, and the gap is not intentionally provided. The clearance length of the clearance gap 5 provided at the connection seam 4 is the size of the block, the expected displacement, the deformation amount, etc., the spring force / deflection function of the stress absorbing material (bellows type) 6 and the plate connecting material 11. It is determined by correlation with functions such as the amount of expansion / contraction slide in the longitudinal direction and the amount of rotational displacement. The management of the clearance gap at the time of laying and coupling is performed by adjusting the standard dimensions of the boxes 2A and 2B, the embedment depth from the block end face, and the longitudinal direction of the stress absorbing material (bellows type) 6 and the boxes 2A and 2B. It is possible to visually check the contact with the rear wall surfaces 19a and 19b, that is, zero clearance gap. Furthermore, it is possible to confirm whether or not the plate connecting material 11 can be properly attached.

FIG. 4-(1) shows an embodiment of the stress absorbing material (bellows type) 6. One half of the assembly details of the spring structure 18 of nine in series using a disc spring protected by a bellows type cover type 24 is shown, and the remaining half is a front view of the main part. A main bolt case 71 is passed through the central insertion hole of the disc spring 15 and is covered and protected by the head end face 34 of the main bolt 29 on the circular seat plate Z2 of the assembled plate 82 and the semi-capsule bolt cover 22b. The sum of the play lengths with the inner sky top surface 33a in the semi-capsule-shaped bolt cover 22b is set to be shorter than the length of the play gap space 5 provided in the connection joint 4. (The nut side is not disclosed.) The stress absorbing material 6 is shown in a state immediately before the connecting connection in which the stress absorbing material 6 is inserted and passed over the connecting joint 4 between the existing block 1A and the new block 1B. A rubber mat 60 for preventing rattling is inserted between the members. Further, a free clearance 5 provided in the joint seam 4 is maintained. Furthermore, the clearance gap 5 is still maintained between the left and right semi-capsular bolt covers 22a and 22b and the semispherical tip 23 of the stress absorbing material 6 and the back wall surface 19 of the boxes 2A and 2B.

The structure of the assembled plate is a substantially circular plate X2 that is in direct contact with the disc spring body, and a female screw of a mounting bolt 45 of a semi-capsule-shaped bolt cover 22b is drilled in the substantially circular plate X2, The main bolt cover mounting bolt 45 is screwed onto the female screw, and the semi-capsule bolt cover 22b is mounted. The plate superposed on the substantially circular plate X2 is the largest square plate Y2 among the three assembled plates 82, and the stress generated by the displacement / deformation action from the blocks 1A and 1B is hemispherical. The assembled plate 82 composed of three sheets can be integrated with the spring structure 18 via the tip 23 and absorbed or reduced.

It is the spring body protection pipe 41 of the spring structure 18 that supports the spring structure 18 and enhances safety. A plurality of the spring body protection pipes 41 and spring body protection pipe guide bolts 42 are inserted from the square plate Y1, and nuts are screwed onto the opposite square plate Y2. In order to maintain and secure the clearance gap 5 of the connection joint 4 within a certain range, that is, to prevent the spring structure 18 from being loaded with a deflection exceeding the deflection amount set, the inner ceiling surfaces 33a and 33b of the bolt cover are used as mains. A gap length of the same length that operates together with gap lengths 36 and 37 provided between the bolt head end surface 34 and the main bolt nut side end surface 35 is combined with the end surface of the spring body protection pipe 41 of the spring structure 18. It is provided between the inner empty surfaces of Y1 and Y2 of the plate 82. Further, a square cover 27 provided on the square plates Y1 and Y2 is provided with a square cover 27 for preventing the spring structure 18 and the spring body protection pipe 41 of the spring structure 18 from flowing in and filling with water or earth and sand. It is attached to the frame 44 with an adhesive or the like.

The embodiment shown in FIG. 5 is an exploded perspective view of the main part of the plate connecting material 11. A plurality of recesses, that is, embedded boxes, in which stress absorbing material 6 is inserted and fitted across the connecting joint 4 having the clearance gap 5 between the existing block 1A and the new block 1B (not shown). 2A and 2B are shown, and in the groove portion 28 for fitting the plate connecting material 11, anchor bars (only a part are shown) 40 connected to a plurality of inserts 3 are provided on both block main bodies 1A. 1B is embedded and fixed. Two connecting surface side opening surfaces 31 and two connecting seam side opening surfaces 32 of the boxes 2A and 2B embedded in and fixed to both block side wall end surfaces are shown. Fit between the elastic plate 7 (only one is disclosed) and the base plate 8 having the stoppers 10a and 10b and the stoppers 10a and 10b of the base plate 8 for covering and closing the connecting seam side opening surface 32 in a lid shape. The state until the flat plate 9 and the fastening bolt 14 for fastening and fixing the three plates are screwed into the insert 3 is shown. (Washers are not disclosed.) Each plate (three are disclosed) The elastic plate 7, the pedestal plate 8, and the flat plate 9 are each provided with a fastening hole of a circular hole 12 and a laterally long hole 13, respectively. Has been. The circular holes 12 of the flat plate 9 are overlapped with the circular holes 12 of the elastic plate 7 and the pedestal plate 8, and the circular holes 12 of the flat plate 9 are overlapped with the horizontal holes 13 of the elastic plate 7 and the pedestal plate 8, respectively. ing. In addition, when two elastic plates 7 are used in an overlapping manner (only one is disclosed), the combination of the drill holes is the same as the drill holes of the base plate 8. The reason why a plurality of elastic plates 7 are used is that when the external dimensions of the boxes 2A, 2B and the stress absorbing material 6 are large, the elastic plate 7 further increases the degree of adhesion of the connection seam side opening surface 32 and improves the water stop performance. This is to ensure the deformation followability of the connecting joint 4 provided with the clearance gap 5.

A second embodiment of the present invention will be described with reference to FIGS. 6- (1) to FIG. 6- (5) show an example of a combination form of the disc springs 15 constituting the stress absorbing material 6 constituting the present invention. The specifications and specifications of the disc spring 15 are based on the JIS B 2706: 2001 “disc spring” heavy duty disc spring (H) standard in principle. The required spring force and deflection amount are determined based on the required performance such as displacement and deformation allowance required at the joint of the blocks. The seismic motion changes depending on the size of the block, weight, member thickness, block construction conditions, geology, stratum, etc. It is calculated considering the impact. Based on these results, the outer diameter nominal standard, the combination method, the assembly method, and the number of attached sheets are determined.

FIG. 6- (1) is a main part front view of the disc spring 15 alone. FIG. 6-(2) is a front view of the main part in the case where two disc springs 15 are stacked in parallel. FIG. 6-(3) is a main part front view in the case where the two disc springs 15 are stacked in series. FIG. 6-(4) is a front view of the main part in the case where the four disc springs 15 are stacked in series. FIG. 6-(5) is a front view of the main part in the case of the parallel and series combination of the disc springs 15. A combination of the above combination method and the number of combinations is referred to as a disc spring body 17. It is also possible to manufacture a high performance stress absorber 6 having a plurality of disc spring bodies 17 in which two or three of the set disc spring bodies 17 are arranged.

FIG. 7 is an exploded perspective view of an essential part showing an embodiment of the spring structure 18 which is the core of the stress absorber 6 before the square cover 27 and the semi-capsular bolt covers 22a and 22b are mounted. The spring structure 18 is a pair of assembled plates 82 in which three plates of a substantially circular plate X1, a square plate Y1, and a circular seat plate Z1 in contact with the disc spring 15 are combined to form a pair. It supports from both sides. The length of the spring body protection pipe 41 attached between the square plates Y1 and Y2 constituting the assembled plate 82 is given a spring force, that is, the same as the length of the disc spring body 17 after bending or from 0.5 mm. It is processed longer by about 1.0 mm.

FIG. 8 is a further exploded view from the state of the main part exploded perspective view showing the middle of the assembly process of the stress absorbing material 6 of FIG. 7, and the head end face 34 and the nut end face 35 of the main bolt 29 and the semi-capsule-shaped bolt cover 22A, It is a disassembled perspective view which shows the state by which 22B was attached and covered. Further, the hemispherical tips 23a and 23b of the left and right half capsule-shaped bolt covers 22a and 22b of the stress absorbing material 6 abut against the longitudinal wall surfaces 19a and 19b in the longitudinal direction of the stress absorbing material 6 and the boxes 2A and 2B at the time of laying. In addition, the shape, details, and dimensions of each of the boxes 2A and 2B are determined so that a free clearance 5 provided in the block connection joint 4 of the boxes 2A and 2B is secured. Further, rubber mats 60 are provided at all points where the sides of the stress absorber 6 and the boxes 2A and 2B abut, for example, the 55a / 55b surface, the 56a / 56b surface, the 57a / 57b surface, the 58a / 58b surface, and the 59a / 59b surface. It is inserted at the time of laying, and is an extremely important point for preventing the rattling and absorbing the strain, and also for exerting the performance of the stress absorbing material 6 normally. The bellows type cover 24 of FIG. 9- (1) is suitable when the disc spring 15 has a large standard difference, for example, when the nominal diameter is 100 mm or more and five or more sheets are combined. The square cover 27 of FIG. 9- (2) is used for the spring structure 18 using a standard having a small nominal diameter.

A third embodiment of the present invention will be described with reference to FIG. In FIG. 10- (1), the stress absorbing material 6 is inserted into the box 2A, 2B and fitted over the connecting joint 4 having the clearance gap 5 between the existing block 1A and the new block 1B. It is a principal part front view which shows the state by which the opening part of box 2A, 2B was covered and covered. FIG. 10- (2) is a cross-sectional detail view taken along the line AA ′. The waterproof cover of the spring structure 18 of the stress absorber 6 is a bellows type cover 24, and the spring structure 18 is the stress absorber 6 in which nine disc springs 15 are combined in series. The clearance length of the clearance gap 5 is the clearance length 36 between the main bolt head end face 34 and the inner sky top surface 33b of the semi-capsule bolt cover 22b, and the main bolt nut side end face 35 and the semi-capsule bolt cover. It is an indispensable condition to be larger than the sum of the clearance length 37 with the inner sky top surface 33a of 22a. The allowable expansion / contraction deflection of the joint seam 4 assumes a spring force and deflection within the range of the sum of the play lengths 36 and 37. However, when an unexpected strain stress is applied, it is necessary to increase the clearance gap 5 of the connection joint 4 for absorbing the stress absorbing material 6 within the range of the spring force and the limit performance of the deflection. Further, due to rotational displacement caused by subsidence or bulging, hemispherical tips 23a, 23b of semi-capsular bolt covers 22a, 22b attached to the left and right of the stress absorbing material 6 on the back wall surfaces 19a, 19b in the longitudinal direction of the boxes 2A, 2B. If there is no free clearance 5 when the contact rotation axis is followed by displacement / deformation, breakage of the connecting surface cannot be prevented. Therefore, the free clearance 5 provided in the connection joint 4 is an important element in exhibiting the vibration control performance. In addition, a safety device that protects even when a large load exceeding the clearance gap 5 acts on the stress absorbing material 6 is provided. That is, a plurality of spring body protection pipes 41 and semi-capsule bolt covers 22a and 22b arranged around the disc spring body 17. In addition, the stoppers 10a and 10b provided at both ends of the pedestal plate 8 constituting the plate connecting member 11, the insert 3 and the anchor bar 40 joined to the insert 3 reduce the influence by transmitting and dispersing the overload. Can be made. The anchor bar 40 is joined to the main reinforcing bar of the block main body.

FIG. 10- (3) -A is a detailed cross-sectional view of the circular portion shown in FIG. 10- (1). The expansion / contraction fillers that follow the expansion / contraction in the free gap space 5 provided in the joint seam 4 are a synthetic rubber-based fixed rubber seal material 25 having a substantially tulip shape having a tracking performance against expansion / compression, and the fixed rubber seal material 25. An elastic core material 65 having a high elastic performance is inserted and filled in the center of. By inserting and filling the elastic core material 65, compression / extension is improved, so that inflow and filling of earth and sand and water during expansion can be prevented. The embodiment shown in FIG. 10- (3) -B is a cross-sectional view of a main part of a fixed rubber seal material 25 having an elastic core member 65 as a central core. The fixed rubber seal material 25 is set on the block end face in advance at the factory. The effect of this method has been confirmed in the past. The water-stopping treatment of the inner joint seam 4 and the loose clearance 5 is a method that has been widely used in the past. For example, the effect of filling the water-expandable rubber material 67 and the polyurethane joint material 70 has been confirmed and evaluated. Yes.

An embodiment of claim 5 of the present invention will be described with reference to FIGS. The embodiment of FIG. 11 is a functional plane of the plate connecting member 11 that forms a pair by arranging and combining the circular hole 12 and the laterally long hole 13 in the form in which one or two of the base plate 8, the flat plate 9, and the elastic plate 7 are combined. FIG. The length L of the elastic plate 7 and the pedestal plate 8 is the same or larger than that of the elastic plate 7 (disclosed with the same length), and is always superimposed under the pedestal plate 8. The circular holes 12 and the laterally long holes 13 are always stacked in the same manner as the base plate 8 in terms of the drilling arrangement and diameter.

The elastic plate 7 attached across the joint seam 4 having the width provided with the clearance gap 5 can be made a little larger for the base plate 8, and can be pressure-bonded and fixed to the wall surface using an adhesive to enhance the water stop effect. Further, when two elastic plates 7 are used in an overlapping manner, the water stop performance can be further enhanced by bonding and integrating with the second elastic plate 7. The overlapping of the circular hole 12 and the laterally long hole 13 is the circular hole 12 and the circular hole 12 in the elastic plate 7 and the pedestal plate 8, and may be the laterally long hole 13 and the laterally long hole 13. In the flat plate 9, the superposition of the circular hole 12 and the horizontally long hole 13 is fundamental. The purpose of these is as follows.

The length L of the pedestal plate 8 varies depending on the size of the block, the weight, the load, the ground support force, etc., but is assumed to be 200 mm or more at the minimum length and 500 mm at the maximum. The width h is desirably 100 mm or more. The length L1 between the stoppers 10a and 10b is the length obtained by subtracting the stopper thickness x 2 from the length L of the base plate 7A, and the fitting length L2 of the flat plate 8A is from the length L1 between the stoppers 10a and 10b. It must be made as short as 5 to 25 mm. In other words, it is a necessary play, and is an adjustment width of the dimensional error of the block at the time of laying. Furthermore, it is also an allowable expansion / contraction width necessary to absorb the strain stress of the connection joint 4 provided with the free clearance 5. The center-to-center distance L3 of the maximum fastening bolt 14 is the maximum distance when the elastic plate 7 and the base plate 8 are temporarily set on the insert 3 of the existing block 1A and the insert 3 of the new block 1B. The center-to-center distance L4 is a predetermined position, that is, a center-to-center distance between the inserts, and is a center-to-center distance between the circular holes 12a and 12b of the elastic plate 7 and the base plate 8 and the circular holes 12a and 12b of the flat plate 9. This distance is sandwiched between the shortest center distances L5 of the fastening bolts 14a and 14b, and this distance prevents both block connecting end faces from contacting and crushing at a certain position on the block line due to displacement deformation such as earthquake motion. This is the limit shrinkage distance. L6 is the maximum extensible distance of the plate connecting material 11. That is, it is a distance obtained by subtracting the distance L5 between the tightening bolt centers from the maximum distance L3 between the tightening bolts. L7 is a distance obtained by subtracting the fastening bolt shortest distance L5 from the fastening bolt center distance L4, and is the maximum reduction distance of the plate connecting material 11. L8 is the maximum distance of the horizontally long hole 13, and L9 is a distance obtained by subtracting the length L2 of the flat plate 9 fitted between the stoppers 10a and 10b of the base plate 8, and the connecting seam 4 expands and contracts within this distance range. However, the length is set to a length required to maintain a certain play length without the contact surfaces of both blocks contacting each other. This expansion / contraction performance becomes the flexibility of the connecting portion, and the action stress is absorbed and dispersed.

The operational relationship between the flat plate 9 and the stoppers 10a and 10b of the base plate 8 is as follows. Although the connection strength of the elastic plate 7 is ignored, an appropriate strength effect can be expected by using an adhesive. For example, in the case of an opening action, the flat plate 9 slides on the stoppers 10a and 10b against the opening and shrinkage of the connection joint 4 caused by the influence of seismic motion or the like. A part contacts with a rotational displacement angle, and the sliding action and the rotational action are strongly restrained. In the case of the shrinkage action, the flat plate 9 slides to the stopper 10a of the pedestal plate 8, that is, the existing block 1A side, and all or part of the small plate end side of the flat plate 9 abuts at a rotational displacement angle, and rotates with the slide. The action is strongly restrained. Displacement / deformation is accompanied by rotational displacement that occurs during unequal settlement, bending settlement, etc., and the phenomenon of mesh opening and shrinkage appears. For shear settlement and torsional settlement action, a wide plate and two on one side, and four or more fastening bolts 14 on each side are provided with a clearance of 2 mm or more, and the base plate 8 and the flat plate 9 are appropriately free of play. Since there is a gap, it is possible to reduce the stress by following the ground without resisting displacement / deformation of the ground. The acting stress generated by the stoppers 10a and 10b is applied to the insert 3 and the insert through a plurality of circular holes 12 formed in the base plate 8 and fastening bolts 14 inserted into the insert 3 and screwed into the insert 3. The stress acting on the connecting portion can be absorbed and reduced by transmitting to and supporting the structural reinforcing bars of the block main body connected to the anchor bars 40 connected to 3.

Furthermore, the spring force and deflection characteristics of the stress absorbing material 6 having no connection strength and the strength, rigidity, and flexibility of the plate connecting material 11 are linked together, thereby reliably absorbing and reducing strain stress. A strong restoring force acts, minimizing displacement and deformation of the connecting portion, and maintaining and maintaining the block line.

In order to stably maintain the maximum extension distance and the minimum contraction distance of the clearance gap 5 set in the connection seam 4 at the time of displacement / deformation, the maximum deflection amount given to the stress absorbing material 6 and the plate connection material 11 are configured. A play length L9 and a circular hole 12, a laterally long hole 13 and a fastening bolt 14 provided between the flat plate L2 fitted between the lengths L1 between the stoppers 10a and 10b of the base plate 8; The total clearance length with the clearance provided in the connecting member 4 has the expansion / contraction gap length of the stress absorbing member 6 and the plate connecting member 11 so as not to exceed the allowable expansion / contraction amount set in the connection joint 4. It is important to secure the manufacturing accuracy by determining the standard and to maintain the construction accuracy.

FIG. 12-(1) is a plan view of the pedestal plate 8 constituting the plate connecting material 11. Parallel to the circular hole 12 of the pedestal plate 8, two horizontally elongated holes 13 are also formed vertically. The number of the circular holes 12 and the horizontally long holes 13 is the same as that of the top and bottom 3 holes or 4 holes in parallel with the circular holes based on the required performance.
FIG. 12-(2) is a plan view of the flat plate 9 constituting the plate connecting material 11. The circular hole 12 of the pedestal plate 8A is disposed on the horizontally long hole 13 of the flat plate 9, and the horizontally long hole 13 of the pedestal plate 8 is disposed on the circular hole 12 of the flat plate 9A. FIG. 12-(3) is a plan view of the rubber plate 7 constituting the plate connecting material 11. The rubber plate 7 is always used for protecting the stress absorbing material 6 in the shallow rectangular plate connecting groove 28 provided on the wall surface under the base plate 8, that is, straddling the connecting joint 4 of both blocks. Therefore, the material, hardness and the like are determined by the relationship with the plate connecting material 11. The number and positions of the circular holes 12 and the horizontally long holes 13 are the same as those of the pedestal plate 8.

Description will be made based on FIGS. 12- (1), (2), and (3). FIG. 12-(1) is a plan view in which the elastic plate 7, the base plate 8 and the flat plate 9 are combined in advance at the factory or in the field to form a set of plate connecting members 11. The circular holes 12 formed in the elastic plate 7 and the base plate 8 are indicated by solid lines, and the horizontally long holes 13 are indicated by dotted lines. A horizontally long hole 13 and a circular hole 12 formed in the flat plate 9 fitted between the stoppers 10a and 10b of the base plate 8 are indicated by solid lines. The circular holes 12 of the elastic plate 7 and the pedestal plate 8 and the horizontally long holes 13 of the flat plate 9 or the combinations of the elastic plates 7 and the horizontally long holes 13 of the pedestal plate 8 and the circular holes 12 of the flat plate 9 are shown. It is a thing. The state of these combinations shows a state in which the intervals between the inserts 3a and 3b of the existing block 1A and the new block 1B are in a predetermined position. 13- (2) is a cross-sectional view taken along the line AA ′ of the plate connecting member 11 shown in (1), and is an elastic plate 7, a base plate 8 and a flat plate 9, and fastening holes formed therein. This indicates the state. FIG. 13- (3) is a plan view BB ′ sectional view of the plate connecting member 11 shown in (1), and shows the relativeness between the thickness t of the flat plate 9 and the heights of the stoppers 10a and 10b. The combination state of each fastening hole is shown.

FIG. 13-(1) is a plan view in which a total of four elastic plates 7, a pedestal plate 8, and a flat plate 9 are combined in advance in the factory or the field to form a set of plate connecting members 6. . Two elastic plates 7 and a circular hole 12 formed in the pedestal plate 8 are indicated by a solid line, and a laterally long hole is indicated by a dotted line. The elastic plate 7 and the other elastic plate 7, and the horizontal hole 13 of the flat plate 9 in the circular hole 12 of the base plate 8, or the elastic plate 7 and the other elastic plate 7 and the horizontal long hole 13 of the base plate 8, respectively. Each relationship of the circular hole 12 of the flat plate 9 is shown. 14- (2) is a cross-sectional view taken along line A-A 'of the plate connecting member 11 shown in (1). The state of the fastening holes drilled in the elastic plate 7 and the other elastic plate 7, the pedestal plate 8, and the flat plate 9 is shown. 14- (3) is a cross-sectional view taken along the line D-D 'of the plate connecting member 11 shown in (1). This shows the relative state of the thickness t of the flat plate 9 and the heights of the stoppers 10a and 10b and the combined state of the fastening holes.

An embodiment of claim 5 of the present invention will be described with reference to FIGS. The perspective view shown in FIG. 15 is an embodiment of a box culvert (hereinafter referred to as “block”). The belt-like receiving plate 61 protruding from the front end face bottom wall portion 62 on the connecting face side of the existing block 1A is an anchor reinforcing bar. (Not disclosed) are welded. The diameter and length of the anchor reinforcing bar, the method of jointing with the main reinforcing bar of the block main body, the number, the shape / thickness of the belt-like receiving plate 61, the protruding length, or the number of stacked sheets depend on the size, weight, shape, load, etc. of the block. It is determined. Further, the attachment position and the number of the belt-shaped receiving plate 61 are not limited to one or more, but are determined by conditions such as overlapping a plurality of sheets.

The embodiment shown in FIG. 16- (1) shows a state in which the belt-like pedestal plate 61 protrudes from the front end face bottom wall portion 62 on the existing block 1A connecting face side laid on the spread mortar. It is a principal part front view which waits for the next process. In the embodiment shown in FIG. 16- (2), the rear end face bottom wall 63 on the connection surface side of the new block 1B is constructed on the belt-like receiving plate 61 protruding from the existing block 1A, and is slightly pushed in. This is the state just before moving. In this state, the stress absorbing material 6 (not shown) is inserted and fitted. In the embodiment shown in FIG. 16- (3), a pressing steel rod 85 is inserted into the connecting hole 80 formed in the side wall portion of the new block 1B and the existing block 1A, and the center of the side wall of the existing block 1A is inserted. The washer and nut are screwed and fixed with the punched steel rod relay box 81, and the jack is pressed from both sides of the side wall of the new block 1B, and the new block 1B is pushed into the existing block 1A side, and the clearance is separated. 5, that is, it can be confirmed that the semi-spherical tips 23a, 23b of the semi-capsular bolt covers 22a, 22b of the stress absorbing material 6 are in contact with the back wall surfaces 19a, 19b in the longitudinal direction of the boxes 2A, 2B. (It is not disclosed.) It is a principal part front view after the steel rod 85 for pressurization was pulled out after completion | finish of a connection joint work. In addition, it can replace with the steel rod 85 for pressurization, and can carry out the pressurization and tight grouting using a PC steel rod, and can obtain the connection bond strength and bending performance by a PC steel rod.

1 Block 1A Existing block 1B New block 2 Box
2A A box of existing blocks.
2B A box with a new block.
3 Insert 4 Connecting seam 5 Free gap 6 Stress absorbing material 7 Elastic plate 8 Base plate 9 Flat plate 10a, 10b Stopper 11 Plate connecting material 12 Circular hole 13 Horizontal long hole 14 Fastening bolt 15 Disc spring (single unit)
16 Disc spring insertion hole 17 Disc spring body 18 Spring structure 19a, 19b Back wall surfaces 22a, 22b of box Semi-capsule bolt cover 23a Semi-spherical tip 23b of existing block Semi-spherical tip 24 of new block Bellows type Cover 25 Fixed rubber seal 26 Box water stop material 27 Square cover 28 Plate connecting material fitting groove 29 Main bolt 30 Connecting surface side 31 Connecting surface side opening surface 32 Connecting seam side opening surfaces 33a and 33b Inner sky top surface of bolt cover 34 Main bolt head end face 35 Main bolt nut side end face 36 Main bolt head end face 34 and semi-capsular bolt cover 22
b The length of the gap 37 between the inner sky top surface 33b and the main bolt nut side end surface 35, the semi-capsule-like bolt cover 22b, and the space length 38 between the inner sky top surface 33a Main bolt nut 40 Insert anchor rod 41 Spring body Protection pipe 42 Spring body protection pipe guide bolt 43 Guide bolt nut 44 Square cover mounting frame 45 Main bolt cover mounting bolt 46 Bellows type cover mounting bolt 60 Rubber mat 61 Band-shaped receiving plate 62 Front end face on the existing block connecting surface side Bottom wall 63 Rear end face bottom wall 65 on the block connecting surface side of the newly installed block Elastic core material 67 Water expansion rubber 69 Joint filling groove 70 Joint material 71 Main bolt case 80 Connecting hole 81 Pressurizing steel rod relay box 82 Assembly plate 85 Pressing steel Bars X1, X2 Substantially circular plates Y1, Y2 Square plates Z1, Z2 Circular shape Seat plate L Vertical length of base plate and elastic plate L1 Distance between stoppers of base plate L2 Vertical length of flat plate and rubber plate L3 Maximum distance between fastening bolts L4 Distance between fastening bolt centers L5 Shortest distance between bolt centers L6 Plate connection Maximum length of material 11 that can be extended L7 Maximum reduction distance L8 of plate connecting material 11 Maximum length of horizontal hole L9 Spacing gap between base plate and flat plate Thickness of base plate and flat plate t1 Thickness of rubber plate d Diameter of circular hole r Radius of horizontally long hole h Width of base plate and rubber plate h1 Width of flat plate

Claims (5)

When connecting the existing block and the new block with a certain width of the clearance gap between the blocks, a connecting seam side and a plurality of recesses having openings on the connecting surface side are formed, and the connecting seam is formed in the recess. A box having an opening on the side and a connecting surface side and having a stress absorber inside is embedded, and a plate connecting material for connecting both blocks to the connecting seam side of the box covers the box opening. A damping joint structure characterized by being attached. It said stress absorber, inserted the main bolt casing to the disc spring body having an insertion hole at the center, by inserting the main bolt into the main bolt casing one end and fixed with nuts, the main bolt casing head side and Na and the Tsu-up side of which both ends face each protected by a semi capsular bolt cover with spherical, inner space zenith plane of the main bolt casing head side and nuts side to the bolt in the cover and An air gap is provided between the bolt cover so that the axial direction of the bolt cover is perpendicular to the connection seam and close to the end face of each bolt cover and the end face. Seismic joint structure according to claim 1 in which the inner wall of the box which is characterized by being retract and to abut.
3. The damping joint structure according to claim 2 , wherein a total sum of the gap lengths of the gaps is equal to or shorter than a fixed gap having a constant width when the existing block and the new block are connected. The plate connecting member is made from a flat plate overlying further the elastic plate and the base plate overlying, at both end portions of the base plate provided with a stopper for positioning the flat plate, the elastic plate, the pedestal the plate and the flat plate, and a horizontally long landscape hole the circular hole in the longitudinal direction of each plate, respectively, are a pair formed in a line parallel to the long sides of each plate, puncture the elastic plate wherein the set is a circular hole and the base plate drilled circular hole in a horizontally long hole formed in the flat plate, the base plate and the elastic plate one fastening bolt from horizontal holes of the flat plate It is inserted into the respective circular holes, the elastic play and the base plate other fastening bolts from the circular hole of the flat plate Seismic joint structure according to claim 1 which is inserted into the lateral hole hole, characterized in that it is screwed to the insert formed in the new block and the existing block. When the existing block and the new block are connected to each other with a fixed gap between them, the front surface of the existing block connecting surface side is connected to the connecting surface of both blocks toward the rear end surface of the connecting block side of the new block. A plurality of strip-shaped cradle plates protrude from the bottom wall portion of the end surface, and the strip-shaped cradle plate is attached to the bottom wall portion of the front end surface on the connection surface side in advance toward the outside at the time of block molding, 2. The vibration-damping joint structure according to claim 1, wherein a rear end surface on the connection surface side of the new block is constructed on the belt-like receiving plate.