KR101750849B1 - Column foundation using post for deck road system - Google Patents

Abstract

The present invention relates to a foundation structure for a deck rod using a pile.
The base structure for a deck rod using the pile of the present invention includes: a steel pipe pile 110 having a connection plate 111 at an upper portion thereof and a lower portion to be inserted into the ground; A horizontal protrusion 121 is radially formed on the outer circumferential surface of the pile 110 and fixed to the pile 110 through a bolt 123 while surrounding a middle or lower portion of the pile 110, A pile reinforcement member 120 having an upwardly bent portion 122 protruding upward from a tip end of the horizontal protrusion 121; And a foundation block 130 which is formed by pouring and curing the concrete and is inserted into the ground while the pile reinforcement member 120 is wound.
According to the present invention, since the pile itself is provided as a foundation by providing a connecting plate on the pile after the pile is buried in the ground, the process is simpler, the construction is quicker, the environment is friendly, the cost is reduced, Particularly, the pile is formed in the shape of an empty pipe on the upper side of the pile, the connecting plate is integrally formed on the upper part, and the yoke fixing device for supporting the yoke is formed by forming a screw thread on the inner peripheral surface of the pile, It is possible to correct the gap between the pile and the pillar according to the variables such as the height of the pile in the ground, the angle of the pile in the ground, and so on, thereby minimizing the side effect caused by installing the pile.

Description

In this paper, we propose a pile foundation for deck-

The present invention relates to a base structure for a deck rod, and more particularly, to a base structure for a deck rod using a pile, which is capable of supporting an upper load firmly while minimizing the amount of piles of a concrete foundation .

In general, the foundation is a structure built on the lower part of the building to support the building and to stabilize it on the ground. In the past, timber was used in the past as in the Joseon Dynasty, but now reinforced concrete products are used to support larger loads have.

These reinforced concrete foundations have been laid at the bottom of the columns and transported to the site, or they have been installed in the field and fixed directly by placing the columns.

As a result, there is a problem that the construction period is long, recycling at the time of dismantling is impossible, waste treatment cost increases due to waste concrete, and environmental pollution occurs.

Particularly, there is no problem in the urban area where the wet-type construction as described above is easy to access to the ready-mixed vehicle and the like, but it is more difficult to construct in the harsh environments such as the suburbs, mountains and rivers.

Moreover, since a typical deck structure requires relatively relatively light weight support, there is a relatively small need for construction on a concrete foundation.

As a technique for developing a foundation suitable for a deck structure, a "base for a deck column" (Korean Utility Model Registration Utility Bulletin No. 20-0451680, Patent Document 1) includes a metal frame such as an H- A reinforcing frame for firmly supporting the frame is disclosed.

The foundation may be constructed by excavating the soil at the location where the foundation is to be installed, then installing the foundation structure and covering the soil.

However, in the case of the above-described Patent Document 1, there is a problem that air is excessively increased because it is required to undergo a process such as excavation, assembly, backfilling or the like to construct a foundation.

On the other hand, the structure as in Patent Document 1 has a problem in that it is not easy to install the deck on the slope because the angle between the yoke and the foundation should be a right angle at 90 degrees.

As a technique for solving such a problem, in the "deck plate deck plate supporting frame fixing device" (Korean Patent Registration No. 10-1515371, Patent Document 2), two bolt holes are formed on the base, A bolt hole is formed in a circular shape and an upper bolt hole is formed in a round shape having a certain curvature, and a circular foot plate is rotatably connected thereto using a rotation shaft.

In Patent Document 2, the circular plate supporting the yoke is rotatable from the base, so that the base and the yoke are adjusted at various angles other than the right angles, so that the angle of the vertical angle can be easily adjusted.

In addition, in Patent Document 2, rounded slits are formed on both sides of a surface of a circular plate, and a frame supporting the yoke is horizontally rotatable, thereby enabling rotation in the horizontal direction.

Thus, in Patent Document 2, it is possible to adjust various vertical and horizontal angles so that a deck can be installed on a slope and a rounded deck rod shape can be obtained on a flat surface.

However, in the case of Patent Document 2, since the frame supporting the yoke is independently provided on the circular plate, when the change of the terrain inclination occurs based on the point where the circular plate is installed, There is a problem that one side of the connecting plate is bent as a load is not constant and a heavy load is applied to one side and a relatively less heavy load is applied to the other side.

In particular, when settlement occurs due to a geographical factor or the like on some bases of a large number of successive bases, the load burden applied to one side of the circular plate is further increased, and consequently, the connecting plate is bent.

KR 20-0451680 (December 27, 2010) KR 10-1515371 (April 25, 2015)

The base structure for a deck rod using the pile of the present invention is for solving the above-described problems in the prior art. The pile is provided with a connecting plate on the pile after the pile is put in the ground, To provide a pillar foundation that is simpler in process, faster in construction, environmentally friendly, cost-saving, and material recyclable.

Particularly, the pile is formed in the shape of an empty pipe on the upper side of the pile, the connecting plate is integrally formed on the upper part, and the yoke fixing device for supporting the yoke is formed by forming a screw thread on the inner peripheral surface of the pile, It is possible to correct the gap between the pile and the pillar according to the variables such as the height of the pile in the ground and the angle of the pile in the ground, thereby minimizing the side effects caused by installing the pile.

In addition, a yoke fixing device having a simple ball-shaped rotary shaft portion is connected to an upper portion of a steel pipe pile so that the vertical angle and the horizontal angle between the yoke and the foundation can be adjusted by using the configuration of one rotary shaft portion.

Furthermore, the yoke fixture is connected to the pile foundation so as to be adjustable in height so that the sagging phenomenon of the installed yoke does not occur even if a partial foundation subsidence occurs.

In addition, the yoke housing member is divided into two parts so as to be bolted to each other to form a clearance as required, or to be universally usable even when there is a change in the width of the used yoke.

In particular, by using the principle that the yoke receiving members are divided into two parts, an auxiliary supporting device is provided on both sides of the rotary shaft portion so that the front and rear lower portions of the yoke receiving member can be supplementarily supported, So that the yoke receiving member is not deformed even if the load is excessively applied to one side.

In addition, the auxiliary supporting device is provided with grooves formed in the yoke receiving portions on both sides so that the auxiliary supporting device can be easily installed without any welding or bolt adjustment.

In addition, the auxiliary support device is vertically adjustable in height so that even when the foundation and the yoke receiving member are provided on inclined terrain, it is possible to support the yoke receiving member smoothly.

In addition, the auxiliary height adjusting device is provided to adjust the protruding height of the yoke receiving member, and then to maintain the adjusted height, thereby making it possible to easily adjust the height as well as the height.

In order to solve the above-mentioned problems, a foundation structure for a deck rod using piles according to the present invention includes a steel pipe pile 110 having a connection plate 111 at an upper portion thereof and a lower portion thereof inserted into the ground; A horizontal protrusion 121 is radially formed on the outer circumferential surface of the pile 110 and fixed to the pile 110 through a bolt 123 while surrounding a middle or lower portion of the pile 110, A pile reinforcement member 120 having an upwardly bent portion 122 protruding upward from a tip end of the horizontal protrusion 121; And a foundation block 130 which is formed by pouring and curing the concrete and is inserted into the ground while the pile reinforcement member 120 is wound.

In the above-described construction, the steel pipe pile 110 is provided with an opening 115 at an upper portion thereof, a thread 114 is formed at an inner circumferential surface of the opening 115, and a lower connecting plate 211, And is inserted into the steel pipe pile 110 while being screwed with the thread 114 of the steel pipe pile 110 and is inserted into the steel pipe pile 110 according to the degree of the screw connection A pivot connection part 212 which is adjustable in height and downward direction and a rotary shaft part 213 which is installed on the lower connection plate 211 and is formed into a spherical shape having a cross sectional shape of upper light- 210; Two lower sidewall portions 221 which are formed on the inner circumferential surface of the rotary shaft portion 213 and in which one side of the outer circumferential surface of the rotary shaft portion 213 is received inward and symmetrically positioned with respect to the center of the rotary shaft portion 213, A side wall connecting bolt 223 penetrating through the two lower side wall portions 221 and formed on each lower side wall portion 221 and having a bottom surface 224 and a yoke And a yoke receiving portion 226 formed by forming a groove 225 and inserted into the yoke inserting groove 225 by a lower portion of the yoke 10 and connected to each other by bolt connection, And a yoke receiving member 220 configured to be rotatable in a direction perpendicular to the direction of rotation of the yoke.

The auxiliary height adjusting device 140 may further include an auxiliary height adjusting device 140 installed on the connecting plate 111 to selectively support the lower connecting plate 211. The auxiliary height adjusting device 140 includes a connecting plate The upper part of the connecting plate 111 protrudes upward from the connecting plate 111 to be horizontally rotatable. The upper part of the connecting plate 111 protrudes above the connecting plate 111, An upper portion of which is smaller in diameter than the lower portion; The upper and lower connecting plates 211 and 142 are formed in the shape of an empty tube and threaded on the inner circumferential surface of the shaft member 141 to be screwed with the shaft member 141, ). ≪ / RTI >

In addition, an auxiliary supporting device 230, which is connected to the yoke housing member 220 at an upper portion thereof and whose length is adjustable from an upper portion thereof and which is selectively supported by the lower connecting plate 211 in accordance with the length adjustment, Is provided.

Bolt insertion grooves 228 are formed in the two lower sidewall portions 221 so as to communicate with the inner peripheral surfaces of opposite axial ends of the shaft insertion grooves 222, And a bolt head insertion groove 227 having a large width is formed in the upper end of the auxiliary supporting device 230 in communication with the bolt insertion groove 228. The auxiliary supporting device 230 is connected to the two lower side wall portions 223 A bolt head 232 to which one side of the outer circumferential surface is inserted into the bolt head insertion groove 227 of the two lower side wall portions 221 in a state where the bolt head 221 is fastened; A bolt body 231 integrally formed at a lower portion of the bolt head 232 and having a thread diameter formed on an outer circumferential surface thereof with an outer diameter smaller than that of the bolt head 232; A nut member 233 having a tubular shape formed with an inner peripheral surface and having one side of the outer circumferential surface inserted into the bolt insertion groove 228; And a cushioning member 234 coupled to a lower portion of the nut member 233 and made of a rubber material having elasticity.

According to the present invention, since the pile is provided on the upper part of the pile after the pile is buried in the ground, the pile itself serves as a foundation, so that the process is simple, the construction is quicker, the environment is friendly, the cost is reduced and the material is recycled Column bases are provided.

Particularly, the pile is formed in the shape of an empty pipe on the upper side of the pile, the connecting plate is integrally formed on the upper part, and the yoke fixing device for supporting the yoke is formed by forming a screw thread on the inner peripheral surface of the pile, It is possible to correct the gap between the pile and the pillar according to the variables such as the height of the pile in the ground, the angle of the pile in the ground, and so on, thereby minimizing the side effect caused by installing the pile.

In addition, by connecting a yoke fixing device having a simple ball-shaped rotating shaft portion to the upper portion of the steel pipe pile, the vertical angle and the horizontal angle between the yoke and the foundation can be adjusted by using the configuration of one rotary shaft portion.

Furthermore, the yoke fixing device is connected to the pile foundation so as to be adjustable in height, so that even if partial foundation settlement occurs, the yoke installed due to the height adjustment does not occur.

In addition, the yoke receiving members are divided into two and are bolted to each other to form a clearance if necessary, or to be used universally even when there is a change in the width of the yoke used.

In particular, by using the principle that the yoke receiving members are divided into two parts, an auxiliary supporting device is provided on both sides of the rotary shaft portion so that the front and rear lower portions of the yoke receiving member can be supplementarily supported, The yoke receiving member is not deformed even if the load is excessively applied to one side of the load.

Further, since the auxiliary support device is formed by forming the grooves in the yoke receiving portions on both sides, it can be easily installed without adjusting welding or bolts.

In addition, the auxiliary support device is vertically adjustable in height, so that even when the foundation and the yoke receiving member are provided on the inclined terrain, it is possible to support the yoke receiving member smoothly.

Further, the auxiliary height adjusting device is provided to adjust the protruding height of the yoke receiving member, and then the adjusted height can be maintained, so that the adjusted height can be easily maintained as well as the height adjustment.

1 is an exploded perspective view showing an embodiment of a deck structure provided with a base structure for a deck rod using the pile of the present invention.
Fig. 2 is an exploded perspective view showing a partially assembled state of the deck structure of Fig. 1; Fig.
3 is a schematic cross-sectional view of a front end and a side view showing a state in which a base structure for a deck rod using the pile of the present invention is installed.
4 is an exploded perspective view and a sectional view showing an example in which an auxiliary supporting device is additionally provided in the present invention.
5 is a cross-sectional view showing an operating state of the auxiliary supporting device in the present invention.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, a basic structure for a deck rod using piles according to the present invention will be described in detail with reference to the accompanying drawings.

1 and 2 are exploded perspective views showing an example of a preferred deck structure provided with a base structure for a deck rod using the pile of the present invention.

The deck structure of FIG. 1 includes a base structure 100 of the present invention, a yoke fixture 200, a yoke 10, a joist 20, a joist fixture clip 300, a railing fixture 400, 500, a railing beam 600, and a deck 30.

1 to 3, the foundation structure 100 of the present invention includes a steel pipe pile 110, a pile reinforcement member 120, and a foundation block 130.

As shown in FIG. 5, the steel pipe pile 110 is provided with an opening 115 at an upper portion thereof, and a thread 114 is formed at an inner circumferential surface of the opening 115.

In addition, a connecting plate 111 is installed on the upper part, and a spiral blade 112 is formed on the outer circumferential surface of the lower part, so that the lower part is inserted into the ground by the rotation method.

At this time, the helical blade 112 is optional, and the end portion may have a sharp shape and may be inserted in a hovering manner.

1 to 3, the pile reinforcing member 120 has a tubular shape and is fixed to the steel pipe pile 110 by a bolt 123 while the middle or lower portion of the pile 110 is wrapped.

The pendulum reinforcement member 120 has a horizontally protruding portion 121 of a metallic material protruding in a horizontal direction on the outer circumferential surface thereof and an upward bent portion 122 protruding upward from the end of the horizontal protruding portion 121 is formed .

The base block 130 is formed by pouring and curing concrete, and is inserted into the ground while the pile reinforcement member 120 is wrapped.

In the construction of the foundation block 130, the ground surface of the place to be laid is excavated in the state where the steel pipe pile 110 is inserted into the ground, and after the formwork is constructed, the pile reinforcement member 120 is installed at the position, Can be cured and formed.

Alternatively, after the concrete is poured and cured in the state where the pile reinforcing member 120 is installed in the formwork, the pile shaft 110 is put on the ground and the foundation block 130, in which the pile reinforcing member 120 is integrated, It may be fitted in the pile 110 and then inserted into the bolt 123 to be fixed.

The foundation structure includes a connection plate 111 provided on an upper portion of the pile after the steel pipe pile 110 is inserted into the ground and the connection plate 111 is connected to the yoke fixing device 200 so that the steel pipe pile 110 itself serves as a foundation The process is simple, the construction is quick, the environment is friendly, the cost is reduced, and the material recycling becomes possible.

Particularly, the steel pipe pile 110 is formed in the shape of an empty pipe on the upper side, a connecting plate 111 is integrally formed on the upper side, a thread 114 is formed on the upper inner circumferential surface, and a yoke The fixing device 200 is screwed so that the height can be adjusted to compensate the pile between the pile and the pile according to the height of the pile in the ground and the angle of the pile in the ground. So that it can be minimized.

Hereinafter, the yoke fixing device 200 for enabling angle adjustment and height adjustment in connection with the yoke 10 will be described in detail.

As shown in FIG. 1, the yoke fixing device 200 includes a rotating shaft member 210 and a yoke receiving member 220.

The rotating shaft member 210 is composed of a lower connecting plate 211, a pile connecting portion 212, and a rotating shaft portion 213.

The lower connecting plate 211 takes the form of a plate as shown and is integrally welded with the pile connecting portion 212.

The pile connecting portion 212 connected to the lower portion of the lower connecting plate 211 is formed with threads on the outer circumferential surface thereof.

5, the pile connecting portion 212 can be inserted into the opening 115 through the opening 115 formed in the upper portion of the steel pipe pile 110, and the thread 114 and the screw 114, which are formed on the inner peripheral surface of the opening 115, The height of the protruded portion of the upper portion of the steel pipe pile 110 is adjusted according to the degree of the screw connection.

In addition, a ball or spherical rotary shaft portion 213 having an upper light-tight narrowing shape on a cross section is provided on the upper portion of the lower connection plate 211 as shown in the figure.

The yoke receiving member 220 has two lower side wall portions 221 and a yoke receiving portion 226 integrally connected to upper portions of the lower side wall portions 221. The yoke receiving member 220 has two side wall connecting bolts 223 The lower sidewall portions 221 are connected to each other to be fixed.

4 and 5, the side wall connecting bolts 223 are fixed through the upper yoke receiving part 226 rather than through only the lower side wall part 221. At this time, the yoke 10 And is structured to be fixed to the yoke by penetrating the yoke (10) while being seated in the yoke insertion groove (225).

4 and 5, the lower portion of the lower sidewall 221 is narrow and the upper portion of the lower sidewall 221 is wide. On the inner circumferential surface of the lower sidewall 221, And a shaft insertion groove 222 which is received in the inside is formed.

That is, both outer peripheral surfaces of the rotary shaft portion 213 are fitted in the shaft insertion grooves 222 of the two lower sidewall portions 221, so that both the vertical rotation and the horizontal rotation are possible as shown in the front and side cross- .

In addition, the yoke receiving portions 226 formed on the respective lower sidewall portions 221 take the shapes of "┗" and "┛" facing each other, and the bottom portions of the bottom surfaces 224 are opposed to each other, And a lower portion of the yoke 10 is inserted into the yoke inserting groove 225. As shown in FIG.

At this time, the two yoke receiving portions 226 are connected to each other by bolting.

In this configuration, since the angle between the steel pipe pile 110 and the yoke 10 can be variously changed vertically and horizontally as shown in Patent Document 2, the deck load on the sloped terrain or the flat surface has various changes I can do it.

In addition, unlike Patent Document 2, it is possible to control the vertical angle and the horizontal angle between the yoke 10 and the steel pipe pile 110 by using a single ball-shaped rotary shaft portion 213, And the construction can be simplified.

In particular, in the case of Patent Document 2, when a subsidence of a foundation partly occurs, a load is imposed on one side of the original plate to deform the original plate. However, in the yoke fixing device of the present invention, Since the height of the lower connection plate 211 can be adjusted by adjusting the height of the portion supporting the yoke 10, even if partial settlement of the steel pipe pile 110 occurs, It is possible to prevent deflection of the yoke 10 by adjusting the height of the plate 211.

In addition, since the yoke receiving member 220 is divided into two and bolted to each other, it is possible to adjust the width of the yoke inserting groove 225, so that various sizes of yoke can be fixed, And a rubber pad or the like having elasticity and elastic force can be installed in the space.

The sidewall surface of the yoke housing member 220 is formed with a structure in which the sidewall surface protrudes upward from the end of the bottom surface 224 of the yoke housing member 220 and the lower sidewall portion 221 is integrally formed by welding, The bottom surface 224 is much less deformable than in Patent Document 2, so that even if partial load concentration occurs, the bottom surface 224 is not deformed well.

The pile connecting portion 212 is initially screwed to the steel pipe pile 110 and the upper portion of the pile pipe connecting portion 212 is screwed to the upper portion of the steel pipe pile 110. [ Since the yokes 10 adjacent to each other are fixed through the yoke fixing device 200, in a state where a plurality of yokes 10 are connected to each other, the pile connecting portion 212 can not rotate any arbitrarily, The height of the lower connecting plate 211 does not change.

However, when the thread is worn out over time, there may be a change in the height of the lower connecting plate 211 at the initial set height in the case of fine rotation. In this case, the entire load can not be supported uniformly, This bias may occur.

In the process of adjusting the inclination angles of all the yokes 10 in a state where the pile connecting portions 212 are connected to the plurality of steel pipe piles 110 during the initial installation work, Changes may occur.

Therefore, any rotation of the pile connection 212 after the initial setting is prevented, but the possibility of failure to adjust the overall height due to various variables during the installation process should be considered.

In order to solve this problem, the auxiliary height adjusting device 140 as shown in FIG.

The auxiliary height adjusting device 140 is installed on the connecting plate 111 to selectively support the lower connecting plate 211 as shown in FIG.

More specifically, the auxiliary height adjusting device 140 includes a shaft member 141 and a height adjusting member 142.

The shaft member 141 has a shape of a bolt head having a lower portion contacting the bottom of the connecting plate 111 and an upper portion connected to the upper portion of the bolt head and passing through the connecting plate 111 in the upward direction, Respectively.

At this time, a thread is formed on the outer circumferential surface of the shaft member 141 protruding upward from the connecting plate 111, and no thread is formed at a point passing through the connecting plate 111.

The upper portion of the shaft member 141 is smaller in diameter than the lower portion of the bolt head as shown in FIG.

At this time, it is preferable that the shaft member 141 is fixed to the connection plate 111 so that it is not rotated.

And the inside of the guide member 142 is formed into an empty tube shape, and a thread is formed on the inner circumferential surface.

That is, when the height is increased and the stationary member 142 is turned, the stationary member 141 is screwed with the fixed shaft member 141, and the stationary member 142 moves upward and downward.

The lower connecting plate 211 can be supported by the upper end of the lower connecting plate 211 so that the lower connecting plate 211 can be supported. It will be possible to do.

On the other hand, in a state where two yokes 10 are connected to both sides of the yoke receiving member 220, at the point where the inclination of the ground changes, or at the point where the partial settlement of the steel pipe pile 110 occurs, 220 can not be blocked.

If a phenomenon occurs in which one side of the yoke receiving member 220 is bent downward due to uneven load, it is only a method of replacing the yoke. However, since the structure of the upper portion of the yoke fastener must be removed, the repairing operation is not simple .

As shown in FIGS. 4 and 5, the upper portion of the yoke housing member 220 is connected to the upper portion of the yoke housing member 220, and the lower portion thereof is adjustable in length from the upper portion thereof. And an auxiliary supporting device 230 supported by the connection plate 211 may be further provided.

Referring to FIGS. 4 and 5, bolt insertion grooves 228 are formed in the two lower side wall portions 221 so as to communicate with the inner peripheral surfaces of opposite axial ends of the shaft insertion groove 222, At the upper end of the bolt insertion groove 228, there is formed a bolt head insertion groove 227 having a large width while communicating with the bolt insertion groove 228.

In addition, the auxiliary supporting device 230 may include:

A bolt head 232 in which one side of the outer circumferential surface is inserted into the bolt head insertion groove 227 of the two lower side wall portions 221 in a state where the two lower side wall portions 221 are fastened by the side wall connection bolts 223,

A bolt body 231 integrally formed at a lower portion of the bolt head 232 and having a smaller outer diameter than the bolt head 232 and having threads formed on the outer circumferential surface thereof,

A nut member 233 having one side of an outer circumferential surface thereof inserted into the bolt insertion groove 228,

And a cushioning member 234 coupled to the lower portion of the nut member 233 and made of a rubber material having an elastic force.

In this structure, the bolt head 232 is inserted into the bolt head insertion groove 227 at the time of assembling the initial yoke fastener in the auxiliary support device 230, and the bolt head 232 is finally hung from the yoke receiving member 220, 233 are also fastened to the bolt body 231 and spaced above the lower connecting plate 211.

In this state, when the angle between the yoke fixing device and the lower connecting plate 211 is adjusted, the vertical angle is adjusted while adjusting the nut member 233 of the auxiliary supporting device 230 before and after the rotating shaft portion 213 .

5 shows a case where the yoke 10 and the steel pipe pile 110 are perpendicular to each other and the lower right drawing shows a slope.

At this time, a cushioning material 234 is provided on the lower portion of the nut member 233 so that the lower end of the nut member 233 and the lower connecting plate 211 are not perpendicular to each other but are tightened by the deformation of the cushioning member 234, So that it can be fixed.

The auxiliary support device 230 is installed before and after the rotary shaft portion 213 to partially support the upper load even if the load is unevenly adjusted and to adjust the rotation angle of the auxiliary support device 230 during rotation through the rotary shaft portion 213 during initial installation. I will give you a role.

The auxiliary support device 230 is installed on both sides of the rotary shaft portion 213 to support the front and rear lower portions of the yoke receiving member 220 in an auxiliary manner by using the principle that the yoke receiving member 220 is divided and assembled into two pieces. The two yokes are connected to the yoke receiving member 220 as shown in FIG. 1, so that the yoke receiving member 220 is not deformed even if the load is excessively applied to one side.

In addition, the auxiliary support device 230 can be easily installed without any additional welding or bolt adjustment by forming the grooves of the reference numerals 227 and 228 in the yoke receiving portions 226 on both sides, and the height can be adjusted up and down So that even when the foundation and the yoke receiving member are provided on the inclined terrain, it is possible to support the yoke receiving member smoothly.

Hereinafter, an embodiment of a deck rod having a base structure for a deck rod using the pile of the present invention will be described with reference to FIGS. 1 and 2. FIG.

As shown in FIGS. 1 and 2, a yoke 10 is inserted into a yoke inserting groove 225 of the yoke fixing device 200 so that a lower portion thereof is inserted.

As shown in FIG. 1, the yoke 10 may be formed of a variety of structural steel such as H-shaped steel pipes.

The auxiliary yoke can be installed in a direction perpendicular to the longitudinal yoke 10 of the deck rod as shown in the figure.

In addition, the joist line 20 made of a steel material is installed along the longitudinal direction of the deck rod on the yoke 10, and the joist line 20 can also be formed of a rectangular pipe, an H-shaped steel, or the like.

As shown in FIG. 1, the long line fixing clip 300 is formed with a groove for a long bow member 310 at a lower portion thereof. The upper portion of the long line 20 is fitted into the long groove slot 310, The wing portion 330 is protruded outward at the lower end so that the wing portion 330 is bolted to the upper surface of the yoke 10 to fix the joist line 20 to the yoke 10.

The railing-column fixing device 400 may be formed by various known methods, but it is preferable to use the method shown in Figs.

The example of the drawing is composed of a yoke connecting member 410, an inner tube 420, and an outer tube 430.

The inner tubular body 420 is integrally connected to the upper part of the yoke connecting member 410. The inner tubular body 420 is fixed to the upper part of the yoke connecting member 410 with a yoke receiving groove 411 formed at a lower portion thereof, And a vertical cutout portion 421 is formed on the upper and outer peripheral surfaces of the cutout portion 421 so as to be vertically downwardly formed on both sides of the upper cutout portion 421. The vertical cutout portion 421 is connected to the lower end of the cutout portion 421, And an inner tube thread 423 is formed on the lower outer circumferential surface.

The outer tubular body 430 is fitted into the inner tubular body 420 and is rotatably coupled to the outer tubular body 430. The outer tubular body 430 is coupled to the lower portion of the railing pillars 500 and has an inner circumferential surface, And the fitting member 431 is fitted to the vertical cutout portion 421 and the helical cutout portion 422 to move and rotate by the downward movement and the rotational movement, An outer tubular thread 432 is formed which is threadably engaged with the inner tubular thread 423.

The parapet 500 includes a column frame 510 made of a metal material, one side vertical finished wood 520, another side vertical finished wood 530 and an upper finishing cap 540.

As shown in the figure, the column frame 510 is formed with an outer tube insertion hole 511 in which the outer tube 430 is fitted and fitted, A first bending portion 513 is formed at a distal end of the parallel bending portion 512 so as to be bent outward in a direction orthogonal to the parallel bending portion 512 A second bending portion 514 is formed at a front end of the first bending portion 513 in a direction parallel to the parallel protrusions 512 and a first insertion groove 514 is formed between the adjacent second bending portions 514 And a third bent portion 516 is formed at a corner where the first bent portion 513 and the parallel protrusion 512 meet and is bent in a direction opposite to the first bent portion 513, A second insertion groove 517 is formed between the third bent portions 516 and the second insertion groove 517 is formed between the length of the joist line 20 Direction.

The one side vertical finishing wood 520 is made of wood such as general wood, heat treated wood, synthetic wood and the like, and the bending fitting grooves 521 are formed on both sides thereof, so that the bending fitting grooves 521 form the second bending portions 514, and one side thereof is connected to the column frame 510 in a state of being inserted into the first insertion groove 515.

As shown in the drawing, the other vertical finishing wood 530 is fitted in the second insertion groove 517 in the vertical direction, and the distance between both ends is longer than the distance between the third bent portions 516, 517 in the horizontal direction.

At this time, the other vertical finishing wood 530 is inserted into the second insertion groove 517 as shown in the figure and separated from each other by the upper and lower sides, and both ends of the railing beam 600 are inserted into the adjacent railing 500 2 insertion grooves 517 and sandwiched between the upper and lower adjacent vertically adjacent timber 530.

In addition, the upper finishing cap 540 is fixed to the column frame 510 in a state where the one vertical finishing wood 520 and the other vertical finishing wood 530 are coupled to the column frame 510, (520) and the upper end of the other vertical finishing wood (530).

The deck 30 is made of wood and is connected to the upper part of the joist 20 by a deck fixing clip 700 as shown.

1 and 2 are bolt fastening holes formed outside the outer tube insertion hole 511 of the column frame 510. [

10: yoke 20: joist
30: Deck 100: Foundation structure
110: pile 111: connecting plate
112: spiral blade 113: threaded
114: thread 115: opening
120: pile reinforcing member 121: horizontal projection
122: upward bent portion 123: bolt
130: basic block 140: auxiliary height adjuster
141: shaft member 142:
200: yoke fixture
210: rotating shaft member 211: lower connecting plate
212: pile connecting portion 213: rotating shaft portion
220: yoke housing member 221: lower side wall portion
222: shaft insertion groove 223: side wall connecting bolt
224: bottom surface 225: yoke insertion groove
226: yoke receiving part 300: joist holding clip
310: groove for a player's head 320: side wall surface
330: wing portion 400: railing column fixing device
410: yoke connecting member 411: yoke receiving groove
420: inner tube body 421:
422: helical section 423: inner tube thread
430: outer tube 431:
432: Outer tube thread 500: Railing column
510: column frame 511: outer tube insertion hole
512: parallel protrusion 513: first bent portion
514: second bent portion 515: first insertion groove
516: third bent portion 517: second insertion groove
518: bolt fastening hole 520: one side vertical finishing wood
521: Bending groove 530: Other side vertical finishing wood
540: upper finishing cap 600: railing beam
700: Deck fixing clip

Claims (5)

delete delete In the base structure for deck rods,
A steel pipe pile (110) having a connection plate (111) installed on the upper part and a lower part inserted into the ground;
A horizontal protrusion 121 is radially formed on the outer circumferential surface of the pile 110 and fixed to the pile 110 through a bolt 123 while surrounding a middle or lower portion of the pile 110, A pile reinforcement member 120 having an upwardly bent portion 122 protruding upward from a tip end of the horizontal protrusion 121;
And a foundation block (130) which is formed by pouring and curing concrete and is inserted into the ground while the pile reinforcement member (120) is wrapped,
The steel pipe pile 110 has an opening 115 at an upper portion thereof, a thread 114 is formed at an inner circumferential surface of the opening 115,
The lower connecting plate 211 is connected to a lower portion of the lower connecting plate 211 and is threaded on an outer circumferential surface of the lower connecting plate 211. The lower connecting plate 211 is screwed to the thread 114 of the steel pipe pile 110, A pile connecting portion 212 which is adjustable in height up and down according to the degree of the screw connection and a pillar connecting portion 212 which is installed on the lower connecting plate 211 and has a spherical shape A rotating shaft member 210 constituted by a rotating shaft portion 213 made of a material;
Two lower sidewall portions 221 which are formed on the inner circumferential surface of the rotary shaft portion 213 and in which one side of the outer circumferential surface of the rotary shaft portion 213 is received inward and symmetrically positioned with respect to the center of the rotary shaft portion 213, A side wall connecting bolt 223 penetrating through the two lower side wall portions 221 and formed on each lower side wall portion 221 and having a bottom surface 224 and a yoke And a yoke receiving portion 226 formed by forming a groove 225 and inserted into the yoke inserting groove 225 by a lower portion of the yoke 10 and connected to each other by bolt connection, And a yoke receiving member 220 configured to be rotatable in a direction perpendicular to the direction of rotation of the yoke 200,
And an auxiliary height adjusting device 140 installed on the connecting plate 111 for selectively supporting the lower connecting plate 211,
The auxiliary height adjusting device (140)
The lower part is connected to the bottom of the connecting plate 111 and the upper part is protruded upward from the connecting plate 111 through the connecting plate 111 to be horizontally rotatable. A shaft member 141 having an outer peripheral surface formed with threads and an upper portion having a smaller diameter than the lower portion;
The upper and lower connecting plates 211 and 142 are formed in the shape of an empty tube and threaded on the inner circumferential surface of the shaft member 141 to be screwed with the shaft member 141, ≪ / RTI >
Basic structure for deck road using pile.
The method of claim 3,
An auxiliary supporting device 230 is provided which is connected to an upper portion of the yoke housing member 220 and has a length adjustable from the upper portion thereof and is selectively supported by the lower connecting plate 211 according to the length thereof ≪ / RTI >
Basic structure for deck road using pile.
5. The method of claim 4,
Bolt insertion grooves 228 are formed in the two lower side wall portions 221 so as to communicate with the inner circumferential surfaces opposed to each other at points spaced from both sides of the shaft insertion groove 222, A bolt head insertion groove 227 having a large width is formed in communication with the bolt insertion groove 228,
The auxiliary support device (230)
A bolt head 232 to which one side of the outer circumferential surface is inserted into the bolt head insertion groove 227 of the two lower side wall portions 221 in a state where the two lower side wall portions 221 are coupled by the side wall connection bolts 223;
A bolt body 231 integrally formed at a lower portion of the bolt head 232 and having a thread diameter formed on an outer circumferential surface thereof with an outer diameter smaller than that of the bolt head 232;
A nut member 233 having a tubular shape formed with an inner peripheral surface and having one side of the outer circumferential surface inserted into the bolt insertion groove 228;
And a cushioning member (234) coupled to a lower portion of the nut member (233) and made of a rubber material having an elastic force.
Basic structure for deck road using pile.

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