CN212773578U - Independent support system of assembled building quick detach - Google Patents
Independent support system of assembled building quick detach Download PDFInfo
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- CN212773578U CN212773578U CN201922291061.9U CN201922291061U CN212773578U CN 212773578 U CN212773578 U CN 212773578U CN 201922291061 U CN201922291061 U CN 201922291061U CN 212773578 U CN212773578 U CN 212773578U
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- support rod
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- 239000000463 material Substances 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 13
- 238000004891 communication Methods 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000002131 composite material Substances 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 238000004513 sizing Methods 0.000 description 1
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Abstract
The utility model discloses an assembly type building quick-release independent support system, including shear force wall and the prefabricated crossbeam of setting on the shear force wall, the bottom of prefabricated crossbeam is equipped with vertical bearing structure, prefabricated crossbeam inboard or inside and outside are equipped with the support bracket, the shear force wall inboard is equipped with the support bracket, be equipped with oblique bearing structure on the support bracket of prefabricated crossbeam inboard or inside and outside; the supporting brackets are arranged at the same height and at equal intervals on the same side of the building structure, and the supporting brackets correspond to the opposite side positions of the building structure. The utility model has the advantages that: this support system bearing structure is simple relatively, and need not full hall support material few, reduces piling up of scaffold frame, and the junction can reuse through bolted connection between bearing structure and the building structure simultaneously.
Description
Technical Field
The utility model relates to a building engineering technical field, concretely relates to independent support system of assembled building quick detach.
Background
The assembly type building construction has the advantages of high construction speed, centralized production, resource saving, reliable quality and the like, is more and more widely applied to various buildings, particularly residential buildings, has the characteristics of meeting the requirements of times of building industrialization, energy conservation and environmental protection, and is a development trend in the future. The composite floor slab is an assembled integral floor slab formed by laminating prefabricated slabs and cast-in-place reinforced concrete layers, and is the most common floor slab construction mode in assembled residential buildings.
The composite floor slab can play a role of a template due to the structural particularity of a prefabricated layer and a cast-in-place layer, a scaffold and an independent support are generally required to be erected from the ground until the composite floor slab is erected on a top layer template, floor slabs of kitchens and bathrooms, balconies and passageways of floors are usually constructed in a cast-in-place mode due to the pre-buried and waterproof reasons of pipelines, and a traditional steel pipe scaffold is adopted as a support system. And a large amount of measure materials such as steel pipe scaffolds, independent support systems and the like are consumed, the construction period is long, and the stability is low.
Therefore, in the assembly type floor slab superposition construction, the situation that a steel pipe scaffold and a shaping tripod support frame are used in a mixed mode usually occurs, and the difficulty of site construction material management and technical management is increased; in the connecting range of the laminated slab and the cast-in-place slab, the conflict of two arrangement modes can be generated, and the construction difficulty is increased; on the other hand, the cost price of the sizing tripod is high, and the construction cost is increased.
SUMMERY OF THE UTILITY MODEL
In order to solve the problems existing in the prior art, the utility model provides a rational in infrastructure's an independent support system of assembled building quick detach.
The technical scheme of the utility model as follows:
the assembly type building quick-release independent support system is characterized by comprising a shear wall and a prefabricated cross beam arranged on the shear wall, wherein a vertical support structure is arranged at the bottom of the prefabricated cross beam, support brackets are arranged on the inner side or the inner side and the outer side of the prefabricated cross beam, support brackets are arranged on the inner side of the shear wall, and an oblique support structure is arranged on the support brackets on the inner side or the inner side and the outer side of the prefabricated cross beam; the supporting brackets are arranged at the same height and at equal intervals on the same side of the building structure, and the supporting brackets correspond to the opposite side positions of the building structure.
The utility model provides an independent support system of assembled building quick detach, a serial communication port, the support bracket includes fixed plate, articulated seat and backup pad, articulated seat sets up on the fixed plate, the backup pad sets up in articulated seat top position.
The utility model provides an assembled building quick detach independent stay system, a serial communication port, vertical support structure includes upper portion vertical support pole, lower part vertical support pole, top supporting seat and bottom fixing base, upper portion vertical support pole one end and top supporting seat fixed connection, the other end are equipped with first external screw thread section, first external screw thread section stretches into in the vertical support pole of lower part and on the first external screw thread section cooperation set up the first handle that is used for distance modulation between the vertical support pole of upper and lower part.
The utility model provides an assembly type structure quick detach independent stay system, a serial communication port, the diagonal bracing structure includes that upper portion diagonal bracing piece, lower part diagonal bracing piece and bottom articulate the seat, upper portion diagonal bracing piece end is equipped with the outer screw thread section of second, the outer screw thread section of second stretches into in the lower part diagonal bracing piece and the cooperation sets up the second handle that is used for distance modulation between the upper and lower part diagonal bracing piece on the outer screw thread section of second.
The assembly type building quick-release independent supporting system is characterized in that the top supporting seat comprises a supporting plate and clamping seats arranged on two sides of the supporting plate, each clamping seat comprises a sliding groove formed in the bottom of the supporting plate and an L-shaped sliding block arranged on the sliding groove, and fixing screws are arranged on the L-shaped sliding blocks.
The utility model provides an independent support system of assembled building quick detach, a serial communication port, be equipped with apart from adjusting device between vertical support structure and the diagonal bracing structure, apart from adjusting device including adjusting sleeve and the adjusting screw who sets up at the adjusting sleeve both ends, lower part vertical support pole both sides are equipped with first articulated seat respectively, lower part diagonal bracing piece one side is equipped with the articulated seat of second, apart from adjusting device through adjusting screw respectively with the articulated seat swing joint of first articulated seat and second.
The utility model has the advantages that:
1) this support system bearing structure is simple relatively, and need not full hall support material few, reduces piling up of scaffold frame, and the junction can reuse through bolted connection between bearing structure and the building structure simultaneously.
2) The PC board can be directly arranged on the support bracket of the support system, floor construction is carried out through the self bearing capacity of the PC board, a template does not need to be erected, and the construction flow is simplified.
3) Due to the arrangement of the oblique supporting structure, the negative bending moment formed by the supporting bracket can be reduced, and the stress performance is good.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention;
fig. 2 is a schematic view of the connection between the vertical support structure and the diagonal support structure of the present invention;
FIG. 3 is a schematic view of the top support seat of the present invention;
FIG. 4 is a schematic structural view of a support bracket of the present invention;
fig. 5 is a schematic structural view of the distance adjusting device of the present invention;
in the figure: 1-shear wall, 2-prefabricated beam, 3-support bracket, 301-fixing plate, 302-support plate, 303-hinged seat, 4-vertical support structure, 401-top support seat, 402-upper vertical support rod, 403-first external thread section, 404-first hinged seat, 405-lower vertical support rod, 406-first handle, 407-supporting plate, 408-fixing screw, 409-L-shaped sliding block, 410-sliding chute, 5-oblique support structure, 501-upper oblique support rod, 502-second external thread section, 503-second handle, 504-second hinged seat, 505-lower oblique support rod, 506-bottom hinged seat, 6-distance adjusting device, 601-adjusting sleeve and 602-adjusting screw.
Detailed Description
The invention is further described with reference to the accompanying drawings.
As shown in fig. 1 to 5, an assembled building quick-release independent support system includes a shear wall 1, a prefabricated beam 2, a support bracket 3, a fixing plate 301, a support plate 302, a hinge seat 303, a vertical support structure 4, a top support seat 401, an upper vertical support rod 402, a first external thread section 403, a first hinge seat 404, a lower vertical support rod 405, a first handle 406, a support plate 407, a fixing screw 408, an L-shaped slider 409, a chute 410, an oblique support structure 5, an upper oblique support rod 501, a second external thread section 502, a second handle 503, a second hinge seat 504, a lower oblique support rod 505, a bottom hinge seat 506, a distance adjusting device 6, an adjusting sleeve 601 and an adjusting screw 602.
The supporting system of the building structure comprises a shear wall 1 and a prefabricated beam 2 arranged on the shear wall 1; the bottom of the prefabricated beam 2 is provided with a vertical supporting structure 4 for providing vertical supporting force for the prefabricated beam 2, the inner side or the outer side of the prefabricated beam 2 is provided with a supporting bracket 3, and the supporting bracket 3 on the inner side or the outer side of the prefabricated beam 2 is provided with an oblique supporting structure 5 for providing oblique supporting force for the prefabricated beam 2 and reducing the negative bending moment of the supporting bracket 3; the inner side of the shear wall 1 is also provided with support brackets 3, the support brackets 3 are arranged at the same height and at equal intervals on the same side of the building structure, and the support brackets 3 correspond to the opposite side of the building structure.
The vertical supporting structure 4 comprises an upper vertical supporting rod 402, a lower vertical supporting rod 405, a top supporting seat 401 and a bottom fixing seat 411, one end of the upper vertical supporting rod 402 is fixedly connected with the top supporting seat 401, the other end is provided with a first external thread section 403, the first external thread section 403 extends into the lower vertical supporting rod 405, a first handle 406 for adjusting the distance between the upper vertical supporting rod and the lower vertical supporting rod is arranged on the external thread section 403 in a matching way, the top supporting seat 401 comprises a supporting plate 407 and clamping seats arranged at two sides of the supporting plate 407, the clamping seat comprises a chute 410 arranged at the bottom of the supporting plate 407 and an L-shaped sliding block 409 arranged on the chute 410, the supporting plate 407 is fixedly welded at the top of the upper vertical supporting rod 402, the L-shaped sliding block 409 is provided with a fixing screw 408, the two clamping seats are fixedly connected with the prefabricated beam 2 through fixing screws 408, so that the two clamping seats can be clamped on two sides of the prefabricated beam 2; the bottom fixing seat 411 is arranged at the tail end of the lower vertical supporting rod 405, and the bottom fixing seat 411 is fixed with the ground through a bolt.
The inclined support structure 5 comprises an upper inclined support rod 501, a lower inclined support rod 505 and a bottom hinged seat 506, the top of the upper inclined support rod 501 is movably connected with the hinged seat 303 supporting the bracket 3, a second external thread section 502 is arranged at the tail end of the upper inclined support rod 501, the second external thread section 502 extends into the lower inclined support rod 505, a second handle 503 used for adjusting the distance between the upper inclined support rod and the lower inclined support rod is arranged on the second external thread section 502 in a matched mode, the tail end of the lower inclined support rod 505 is movably connected with the bottom hinged seat 506, and the bottom hinged seat 506 is fixed with the ground through bolts.
Still be equipped with apart from adjusting device 6 between vertical support structure 4 and diagonal support structure 5, apart from adjusting device 6 including adjusting sleeve 601 and set up adjusting screw 602 at adjusting sleeve 601 both ends, lower part vertical support pole 405 both sides are equipped with first articulated seat 404 respectively, lower part diagonal support pole 505 one side is equipped with the articulated seat 504 of second, apart from adjusting device 6 through adjusting screw 602 respectively with the articulated seat 504 of first articulated seat 404 and second swing joint, thereby the realization is adjusted the distance between vertical support structure 4 and the diagonal support structure 5.
The utility model discloses a building structure supports the system and makes under the prerequisite of shear force wall construction completion, support prefabricated crossbeam position, simultaneously through setting up at prefabricated crossbeam and the inboard support bracket of shear force wall, can realize the construction to upper floor, but wherein the PC board direct mount of upper floor on supporting the bracket (the both ends of PC board fix on supporting the bracket can), need not to be under construction carrying out the template, then directly carry out the reinforced concrete construction on the PC board, form upper floor structure.
Claims (6)
1. The assembly type building quick-release independent support system is characterized by comprising a shear wall (1) and a prefabricated cross beam (2) arranged on the shear wall (1), wherein a vertical support structure (4) is arranged at the bottom of the prefabricated cross beam (2), support brackets (3) are arranged on the inner side or the inner side and the outer side of the prefabricated cross beam (2), support brackets (3) are arranged on the inner side of the shear wall (1), and oblique support structures (5) are arranged on the support brackets (3) on the inner side or the inner side and the outer side of the prefabricated cross beam (2); the supporting brackets (3) are arranged at the same height and at the same interval on the same side of the building structure, and the supporting brackets (3) correspond to the opposite side of the building structure.
2. The assembly type quick-release independent support system for the building according to claim 1, wherein the support bracket (3) comprises a fixed plate (301), a hinge seat (303) and a support plate (302), the hinge seat (303) is arranged on the fixed plate (301), and the support plate (302) is arranged at the top position of the hinge seat (303).
3. The assembly type quick-release independent support system for the building as claimed in claim 1, wherein the vertical support structure (4) comprises an upper vertical support rod (402), a lower vertical support rod (405), a top support seat (401) and a bottom fixing seat (411), one end of the upper vertical support rod (402) is fixedly connected with the top support seat (401), the other end of the upper vertical support rod is provided with a first external thread section (403), the first external thread section (403) extends into the lower vertical support rod (405), and a first handle (406) for adjusting the distance between the upper vertical support rod and the lower vertical support rod is arranged on the first external thread section (403) in a matching manner.
4. The assembly type building quick-release independent support system according to claim 3, wherein the diagonal support structure (5) comprises an upper diagonal support rod (501), a lower diagonal support rod (505) and a bottom hinge seat (506), a second external thread section (502) is arranged at the end of the upper diagonal support rod (501), the second external thread section (502) extends into the lower diagonal support rod (505), and a second handle (503) for adjusting the distance between the upper diagonal support rod and the lower diagonal support rod is cooperatively arranged on the second external thread section (502).
5. The assembly type building quick-release independent support system according to claim 3, wherein the top support base (401) comprises a support plate (407) and clamping bases arranged on two sides of the support plate (407), each clamping base comprises a sliding groove (410) arranged at the bottom of the support plate (407) and an L-shaped sliding block (409) arranged on the sliding groove (410), and a fixing screw (408) is arranged on each L-shaped sliding block (409).
6. The assembly type structure quick-release independent support system according to claim 4, wherein a distance adjusting device (6) is arranged between the vertical support structure (4) and the inclined support structure (5), the distance adjusting device (6) comprises an adjusting sleeve (601) and adjusting screws (602) arranged at two ends of the adjusting sleeve (601), first hinge seats (404) are respectively arranged at two sides of the lower vertical support rod (405), a second hinge seat (504) is arranged at one side of the lower inclined support rod (505), and the distance adjusting device (6) is movably connected with the first hinge seats (404) and the second hinge seats (504) through the adjusting screws (602).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922291061.9U CN212773578U (en) | 2019-12-19 | 2019-12-19 | Independent support system of assembled building quick detach |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922291061.9U CN212773578U (en) | 2019-12-19 | 2019-12-19 | Independent support system of assembled building quick detach |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212773578U true CN212773578U (en) | 2021-03-23 |
Family
ID=75024789
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922291061.9U Active CN212773578U (en) | 2019-12-19 | 2019-12-19 | Independent support system of assembled building quick detach |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212773578U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116815929A (en) * | 2023-06-29 | 2023-09-29 | 安徽建筑大学 | Be applied to prefabricated plate braced system of assembled building |
-
2019
- 2019-12-19 CN CN201922291061.9U patent/CN212773578U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116815929A (en) * | 2023-06-29 | 2023-09-29 | 安徽建筑大学 | Be applied to prefabricated plate braced system of assembled building |
| CN116815929B (en) * | 2023-06-29 | 2024-03-15 | 安徽建筑大学 | Be applied to prefabricated plate braced system of assembled building |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: A quick dismantling independent support system for prefabricated buildings Effective date of registration: 20221214 Granted publication date: 20210323 Pledgee: Industrial and Commercial Bank of China Limited Hangzhou Banshan sub branch Pledgor: ZHEJIANG XINSHENG CONSTRUCTION GROUP Co.,Ltd. Registration number: Y2022330003664 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20231204 Granted publication date: 20210323 Pledgee: Industrial and Commercial Bank of China Limited Hangzhou Banshan sub branch Pledgor: ZHEJIANG XINSHENG CONSTRUCTION GROUP Co.,Ltd. Registration number: Y2022330003664 |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: A fast dismantling independent support system for prefabricated buildings Effective date of registration: 20231222 Granted publication date: 20210323 Pledgee: Industrial and Commercial Bank of China Limited Hangzhou Banshan sub branch Pledgor: ZHEJIANG XINSHENG CONSTRUCTION GROUP Co.,Ltd. Registration number: Y2023330003083 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right |