CN109838087B - Reusable assembled building supporting device - Google Patents
Reusable assembled building supporting device Download PDFInfo
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- CN109838087B CN109838087B CN201910261714.0A CN201910261714A CN109838087B CN 109838087 B CN109838087 B CN 109838087B CN 201910261714 A CN201910261714 A CN 201910261714A CN 109838087 B CN109838087 B CN 109838087B
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- 230000008093 supporting effect Effects 0.000 title claims abstract description 25
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 131
- 239000010959 steel Substances 0.000 claims abstract description 131
- 230000007246 mechanism Effects 0.000 claims abstract description 28
- 238000010276 construction Methods 0.000 abstract description 11
- 238000009417 prefabrication Methods 0.000 description 7
- 238000011065 in-situ storage Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 239000011148 porous material Substances 0.000 description 2
- 230000001154 acute effect Effects 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention relates to the field of buildings and discloses a reusable assembled building supporting device, which comprises a precast beam (1) and two groups of supporting mechanisms arranged on the front side and the rear side of the precast beam (1); each group of supporting mechanism comprises a steel cable (2), two locking mechanisms (3) and at least one steel support (4), each steel support (4) is fixed at the middle part of one side of the precast beam (1), two ends of the steel cable (2) are respectively locked and fixed at the middle upper parts of two ends of one side of the precast beam (1) through the two locking mechanisms (3), and the middle part of the steel cable (2) is in effective contact with the bottom of each steel support (4). The invention utilizes the connection of the components to form an integral structure, reduces the use amount of the scaffold, effectively improves the construction speed, can be reused and reduces the construction cost, and has less or no vertical support.
Description
Technical Field
The invention relates to the field of buildings, in particular to a reusable assembled building supporting device.
Background
At present, the country greatly develops an assembled building, prefabricated components required by engineering are produced in advance in a factory workshop, the prefabricated components are transported to a construction site for installation when required, a large amount of high-noise and high-pollution disturbing operation is carried to the factory workshop, and the prefabricated components are hoisted and hung to a column suspension beam through mechanical operation to be installed into an integral structure.
At present, the assembled components are generally prefabricated columns, prefabricated beams, laminated plates, prefabricated stair plates and the like, the prefabricated beams 1 are fixed at the tops of the prefabricated columns 5, the laminated plates 11 are horizontally paved on the prefabricated beams 1, the lower parts of the laminated plates 11 are supported by a large number of scaffolds 13, and then concrete 12 is cast on the laminated plates 11 in situ, so that the laminated plates 11 and the cast-in-place concrete 12 are integrated, as shown in fig. 1.
On the one hand, the installation mode needs to use a large number of scaffolds 13, the construction of the scaffolds 13 is time-consuming and labor-consuming, the construction is not economical, the purpose of simple construction is not achieved, and the construction speed is not faster than that of cast-in-situ.
Disclosure of Invention
The invention aims to: aiming at the problems in the prior art, the invention provides the reusable assembled building supporting device, which utilizes the connection of members to form an integral structure, reduces the use amount of a scaffold, effectively improves the construction speed, can be reused and reduces the building cost, and has less or no vertical support.
The technical scheme is as follows: the invention provides a reusable assembled building supporting device, which comprises a precast beam and two groups of supporting mechanisms arranged on the front side and the rear side of the precast beam, wherein the precast beam is provided with a plurality of supporting mechanisms; each group of supporting mechanism comprises a steel cable, two locking mechanisms and at least one steel support, each steel support is fixed at the middle part of one side of the precast beam, two ends of the steel cable are respectively locked and fixed at the middle upper parts of two ends of one side of the precast beam through the two locking mechanisms, and the middle part of the steel cable is in effective contact with the bottom of each steel support.
Preferably, the locking mechanism comprises a base, a steel plate and an anchor clamp, wherein the base is fixed at one side end part of the precast beam, the steel plate is vertically fixed on the base, the anchor clamp is tightly attached to one side, close to the end part of the precast beam, of the steel plate and is fixed on the base, and locking through holes for steel ropes to pass through are formed in the steel plate and the anchor clamp. The two ends of the steel strand pass through the steel plates at the two ends of the precast beam and the locking through holes of the anchor clamps respectively, the anchor clamps are used for clamping and anchoring, if the tension on the steel strand needs to be adjusted, the tension on the steel strand at the two sides of the precast beam is synchronously adjusted through the anchor clamps, so that the tension on the steel strands at the two sides is equal, and the device achieves the best supporting effect.
Further, limiting blocks are respectively fixed on one side, far away from the end part of the precast beam, of the steel plate and on two sides of the locking through hole. The arrangement of the limiting block can ensure that the range of the included angle between the two ends of the steel cable and the precast beam is certain, and the excessive or the too small included angle can not ensure that the steel cable has enough vertical upward supporting force on the steel support, so that the aim of the device can not be achieved.
Preferably, the upper part of each steel support is vertically fixed at the middle upper part of one side of the precast beam, and the bottom is of an arc groove structure. The arc groove structure at the bottom of the steel support can limit the steel strand in the arc groove, so that the steel strand and the bottom of the steel support are effectively prevented from falling off, and the steel strand is ensured to have the function of vertically upwards supporting the steel support.
Preferably, each steel support is a steel bolt, each steel support is horizontally fixed in the middle of the precast beam, and each steel support is perpendicular to the precast beam.
Preferably, each steel support is composed of a fixing block and a pulley, the fixing block is fixed at the middle upper part of one side of the precast beam, the pulley is rotatably connected to the bottom of the fixing block, and the steel cable is in effective contact with the pulley. The pulley is arranged to facilitate the adjustment of the tension on the steel strand by the anchor.
Further, the reusable assembled building support device further comprises a prefabricated column, and two ends of the prefabricated beam are fixed at the top of the prefabricated column through first straight angle steel. The precast column is used for manufacturing precast beams.
Preferably, the number of the steel supports is odd, the intervals among the steel supports are equal, the bottom position of the steel support at the middle position is the lowest, and the steel supports are symmetrically distributed. The middle part of the precast beam is most easy to crush and deform by the pressure above, so that the steel supports are arranged in the device in the mode, the pressure born by the steel support at the most middle position is maximum, the bending resistance of the section of the middle position of the precast beam is increased, then the precast beam extends from the most middle to two sides, the steel supports at the two sides are symmetrically distributed towards the two sides by taking the steel support at the middle as a base point, the pressure on the precast beam is more favorably dispersed, and the service life of the device is prolonged.
The beneficial effects are that: in the invention, after tension is applied to the steel cable from the two ends of the precast beam through the locking mechanism, the steel cable has vertical upward supporting force to the bottom of the steel support, so that the vertical supporting force of the scaffold originally positioned below the precast beam can be completely replaced, the bearing capacity of the precast beam is improved, and all loads on the precast beam can be transmitted to the ground from the precast column through temporary connection points of the precast beam and the precast column;
Compared with the prior art, the device has the following advantages:
(1) The device can form an integral structure by utilizing the connection of the components, and is less or no in vertical support, so that the usage amount of the scaffold is reduced, and the construction speed is effectively improved;
(2) The device can be produced in a standardized way, installed in a modularized way, and is convenient and quick;
(3) After the device is installed on a construction site, after the laminated slab on the beam and the precast beam and precast column nodes are cast and rammed to be maintained, a new integral structure is formed, at the moment, the steel cable can be unloaded, the steel support is removed, and the steel cable and the steel support can be transferred into the upper layer of construction.
Drawings
FIG. 1 is a schematic view of a prior art building support apparatus;
FIG. 2 is a schematic view of a reusable modular building support apparatus according to embodiment 1 of the present invention;
FIG. 3 is a top view of FIG. 2;
FIG. 4 is a schematic structural view of the locking mechanism;
FIG. 5 is a cross-sectional view of a steel support;
FIG. 6 is a top view of the superimposed sheet after it has been placed on the device;
FIG. 7 is a schematic view of a reusable modular building support apparatus according to embodiment 2 of the present invention;
FIG. 8 is a schematic view of a reusable modular building support apparatus according to embodiment 3 of the present invention;
fig. 9 is a top view of fig. 8.
Detailed Description
The present invention will be described in detail with reference to the accompanying drawings.
Embodiment 1:
The embodiment provides a reusable assembled building supporting device, as shown in fig. 2 and 3, mainly comprising prefabricated columns 5, prefabricated beams 1 and two groups of supporting mechanisms, wherein the bottoms of the prefabricated columns 5 are fixed on column bases 7, first straight angle steel 6 is fixed on the upper parts of the inner sides of the prefabricated columns 5, the prefabricated beams 1 are placed on the first straight angle steel 6 between the prefabricated columns 5, and the two groups of supporting mechanisms are respectively arranged on the front side and the rear side of the prefabricated beams 1; each group of supporting mechanism consists of a steel winch 2, two locking mechanisms 3 and three steel supports 4 with arc-shaped groove structures at the bottoms, the upper parts of the steel supports 4 are vertically fixed at the middle upper part of one side of the precast beam 1, the bottoms are suspended, the intervals among the steel supports 4 are equal, the bottoms of the steel supports 4 positioned at the middle positions are lowest, and the steel supports 4 are symmetrically distributed towards two sides by taking the middle steel support 4 as a base point.
The two locking mechanisms 3 are respectively fixed at the middle upper parts of two ends of one side of the precast beam 1; as shown in fig. 4, the locking mechanism 3 mainly comprises a base 301, a steel plate 302 and an anchor clamp 303, wherein the base 301 is fixed at one side end of the precast beam 1, the steel plate 302 is vertically fixed on the base 301, the steel plate 302 is obliquely downwards arranged relative to the precast beam 1, the anchor clamp 303 is tightly attached to one side of the steel plate 302, which is close to the end of the precast beam 1, and is fixed on the base 301, locking through holes 304 for allowing steel ropes 2 to pass through are formed in the steel plate 302 and the anchor clamp 303, and limiting blocks 305 are respectively fixed at two sides of the locking through holes 304 and on one side of the steel plate 302, which is far away from the end of the precast beam 1;
The two ends of the steel cable 2 are respectively fixed at the middle upper part of one side of the precast beam 1 through the anchor clamps 303 after passing through the steel plates 302 in the locking mechanisms at the two sides and the locking through holes 304 on the anchor clamps 303, and each part of the middle part of the steel cable 2 is positioned in and effectively contacted with the bottom arc grooves 401 (shown in figure 5) of each steel support 4.
The device is installed in the following way:
After the column base 7 is finished, the precast column 5 is hoisted in place, grouting hole positions are adjusted, grouting is conducted on the joint of the precast column 5 and the column base 7, maintenance is conducted, the column base 7 and the precast column 5 form an integral structure, bolt holes 8 are reserved at the joint of the precast column 5 and the precast beam 1 close to the top of the precast column 5 when the precast column 5 is precast, and one side of the first straight angle steel 6 is fixed on one side of the precast column 5 through bolts 9 so as to support the precast beam 1 on the other side of the first straight angle steel 6.
When the precast beam 1 is precast, transverse pore channels are reserved at the upper two side ends of the precast beam, and are used for threading bolts to fix the base 301 of the locking mechanism 3; three reserved transverse tunnels which are symmetrically arranged at equal intervals are reserved at the lower edge of the middle part of the precast beam 1 and are used for connecting the upper part of the steel support 4 through bolts; the middle upper parts of the front side and the rear side of the precast beam 1 are also reserved with transverse pore canals at equal intervals, and are used for connecting one side of the second straight angle steel 10 through bolts so as to support the laminated plate 11 on the other end of the second straight angle steel 10, and the upper surface of the second straight angle steel 10 is flush with the upper surface of the precast beam 1.
After prefabrication of the prefabrication beam 1 is completed, a second straight angle steel 10 is fixed at the position of a transverse duct at the middle upper part of the front side and the rear side of the prefabrication beam 1 by using bolts, two pairs of four locking mechanisms 3 are respectively fixed at the positions of the transverse duct reserved at the middle upper part of the front side and the rear side of the prefabrication beam 1 by using bolts, at the moment, a steel plate 302 in the locking mechanisms 3 and the prefabrication beam 1 form an inclined downward acute angle theta, then two ends of two steel ropes 2 respectively pass through locking through holes 304 in the two pairs of locking mechanisms 3, the middle position of each steel rope 2 is adjusted to be positioned in the bottom arc grooves of each steel support 4 and effectively contacted with the steel ropes, then the tension on the steel ropes 2 at two sides of the prefabrication beam 1 is synchronously adjusted by using anchor clamps 303 according to the required tension requirements, and when the tension is adjusted, the included angle theta between the two ends of each steel rope 2 and the prefabrication beam 1 is limited by two limiting blocks 305 on the steel plate 302 so as to ensure that the tension is enough; after the adjustment, both ends of the steel strand 2 are clamped and fixed by the anchor clamps 303.
And then placing the assembled precast beams 1 on the first straight angle steel 6 between every two precast columns 5, placing the laminated slab 11 on the upper surface of the second straight angle steel 10 between every two precast beams 1, wherein the lower surface of the laminated slab 11 is flush with the upper surface of the precast beams 1, as shown in fig. 6, finally pouring concrete 12 to the joints between the laminated slab 11 and the precast beams 1 and between the precast columns 5 and the precast beams 1 above the laminated slab 11, completing maintenance, unloading the steel strands 2 after a new integral structure is formed, dismantling the steel supports 4 and the second straight angle steel 10 for supporting the laminated slab 11, and transferring the unloaded steel strands 2 and the dismantled steel supports 4 and the laminated slab 11 into the upper layer for recycling.
Embodiment 2:
The present embodiment is substantially the same as embodiment 1, and is mainly different in that in the present embodiment, as shown in fig. 7, each steel support 4 is composed of a fixed block 401 and a pulley 402, the fixed block 401 is vertically fixed on one side of the precast beam 1, the pulley 402 is rotatably connected to the bottom of the fixed block 401, and each pivot point in the middle of the steel strand 2 is effectively contacted with each pulley 402. The pulley 402 is provided to further facilitate the adjustment of the tension on the steel strand 2 by the anchor 303. Otherwise, this embodiment is identical to embodiment 1, and a description thereof will be omitted.
Embodiment 3:
The present embodiment is substantially the same as embodiment 1, with the main difference that in the present embodiment, as shown in fig. 8 and 9, each steel support 4 is a steel bolt, each steel support 4 is horizontally fixed to the middle of the precast beam 1, and each steel support 4 is perpendicular to the precast beam 1.
Otherwise, this embodiment is identical to embodiment 1, and a description thereof will be omitted.
The foregoing embodiments are merely illustrative of the technical concept and features of the present invention, and are intended to enable those skilled in the art to understand the present invention and to implement the same, not to limit the scope of the present invention. All equivalent changes or modifications made according to the spirit of the present invention should be included in the scope of the present invention.
Claims (5)
1. The reusable assembled building supporting device is characterized by comprising a precast beam (1) and two groups of supporting mechanisms arranged on the front side and the rear side of the precast beam (1); each group of supporting mechanisms comprises a steel stranded rope (2), two locking mechanisms (3) and at least one odd-numbered steel support (4), each steel support (4) is fixed at the middle part of one side of the precast beam (1), two ends of the steel stranded rope (2) are respectively locked and fixed at the middle upper parts of two ends of one side of the precast beam (1) through the two locking mechanisms (3), and the middle parts of the steel stranded rope (2) are in effective contact with the bottoms of the steel supports (4);
The upper parts of the steel supports (4) are vertically fixed at the middle upper part of one side of the precast beam (1), and the bottoms of the steel supports are arc groove structures; each steel support (4) consists of a fixed block (401) and a pulley (402), the fixed block (401) is fixed at the middle upper part of one side of the precast beam (1), the pulley (402) is rotationally connected to the bottom of the fixed block (401), and the steel rope (2) is in effective contact with the pulley (402); the steel supports (4) are equal in interval, the bottom positions of the steel supports (4) located at the middle positions are lowest, and the steel supports (4) are symmetrically distributed.
2. The reusable assembled building supporting device according to claim 1, wherein the locking mechanism (3) comprises a base (301), a steel plate (302) and an anchor clamp (303), the base (301) is fixed at one side end of the precast beam (1), the steel plate (302) is vertically fixed on the base (301), the anchor clamp (303) is tightly attached to one side, close to the end of the precast beam (1), of the steel plate (302) and is fixed on the base (301), and locking through holes (304) for the steel ropes (2) to penetrate are formed in the steel plate (302) and the anchor clamp (303).
3. The reusable modular building support device according to claim 2, characterized in that stoppers (305) are also fixed respectively on the side of the steel plate (302) remote from the ends of the precast beam (1) and on the sides of the locking through holes (304).
4. The reusable modular building support device according to claim 1, wherein each steel support (4) is a steel bolt, each steel support (4) is horizontally fixed in the middle of the precast beam (1), and each steel support (4) is perpendicular to the precast beam (1).
5. The reusable modular building support device according to any of claims 1 to 4, further comprising prefabricated columns (5), both ends of the prefabricated beams (1) being fixed on top of the prefabricated columns (5) that are landed by first straight angle steel (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910261714.0A CN109838087B (en) | 2019-04-02 | 2019-04-02 | Reusable assembled building supporting device |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910261714.0A CN109838087B (en) | 2019-04-02 | 2019-04-02 | Reusable assembled building supporting device |
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| CN109838087A CN109838087A (en) | 2019-06-04 |
| CN109838087B true CN109838087B (en) | 2024-04-19 |
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| CN112227705B (en) * | 2020-09-29 | 2022-04-01 | 浙江绿筑集成科技有限公司 | Floor slab supporting method using tensioning strings |
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| CN209837671U (en) * | 2019-04-02 | 2019-12-24 | 丁怡 | Repeatedly-usable assembled building supporting device |
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2019
- 2019-04-02 CN CN201910261714.0A patent/CN109838087B/en active Active
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20060003972A (en) * | 2004-07-05 | 2006-01-12 | 강신량 | Reinfocing method for beam and girder using external post-tension and apparatus therefor |
| KR20050061435A (en) * | 2005-06-01 | 2005-06-22 | 김기태 | The cross-lined steel wire rope support and the reinforcement method of construction using of the cross-lined steel wire rope support |
| CN102677909A (en) * | 2012-05-15 | 2012-09-19 | 东南大学 | Tool type support for mounting composite slabs |
| CN104452775A (en) * | 2014-11-26 | 2015-03-25 | 江苏鸿基科技有限公司 | Prestress support used for foundation pit and construction method |
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