CN220353386U - Shear wall formwork structure suitable for deformation joint - Google Patents
Shear wall formwork structure suitable for deformation joint Download PDFInfo
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- CN220353386U CN220353386U CN202321869328.8U CN202321869328U CN220353386U CN 220353386 U CN220353386 U CN 220353386U CN 202321869328 U CN202321869328 U CN 202321869328U CN 220353386 U CN220353386 U CN 220353386U
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- pull rod
- shear wall
- nut
- assembly
- formwork structure
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- 238000009415 formwork Methods 0.000 title claims abstract description 36
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 26
- 229910052742 iron Inorganic materials 0.000 claims abstract description 13
- 229910000831 Steel Inorganic materials 0.000 claims description 9
- 239000010959 steel Substances 0.000 claims description 9
- 230000000149 penetrating effect Effects 0.000 claims description 3
- 239000002023 wood Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 20
- 238000000034 method Methods 0.000 description 11
- 230000008569 process Effects 0.000 description 4
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000006467 substitution reaction Methods 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
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Abstract
The utility model discloses a shear wall formwork structure suitable for deformation joints, which comprises an assembly formwork and a fixed supporting member, wherein the fixed supporting member is positioned between the two assembly formworks, two ends of the fixed supporting member are respectively and fixedly connected with the two assembly formworks, the fixed supporting member comprises a pull rod, one end of the pull rod is fixedly connected with a round iron sheet, the other end of the pull rod is penetrated with a round gasket and a nut, the round gasket is movably connected with the pull rod, the nut is in threaded connection with the pull rod, the middle part of the pull rod is provided with a conical nut, the conical nut is in threaded connection with the pull rod, a secondary rib and a primary rib are arranged between the assembly formworks and the round gasket, and the secondary rib and the primary rib are respectively and fixedly connected with the assembly formwork through the conical nut and the nut. According to the utility model, the assembly templates are connected with the fixed supporting members, so that the stability of the assembly templates is improved, the construction difficulty of erecting and dismantling the templates by deformation joints is reduced, the time cost and the labor cost can be saved, the construction period is shortened, the engineering progress is accelerated, and the construction efficiency is further improved.
Description
Technical Field
The utility model belongs to the technical field of building construction, and particularly relates to a shear wall formwork structure suitable for deformation joints.
Background
Along with the development of technology, the shear wall structure is popular in various large buildings, and the shear wall is also called a wind-resistant wall or an anti-seismic wall, and a wall body wall which mainly bears horizontal load and vertical load caused by wind load or earthquake action in houses or structures, so that the shear damage of the structure is prevented. Because the building often produces the deformation under external factor effect, leads to fracture and destroy even, consequently need reserve the movement joint between the shear force wall, the movement joint includes shock-proof joint, subsiding crack, expansion joint, because the movement joint interval is shorter, consequently the template on movement joint both sides is more troublesome in the operation of propping up, demolishing in the work progress, and the easy mistake has increased the construction degree of difficulty of construction joint department.
Disclosure of Invention
In order to solve the problems, the utility model provides a shear wall formwork structure suitable for a deformation joint, so as to solve the problem that the existing deformation joint two-side formworks are difficult to prop up and dismantle.
In order to achieve the above object, the present utility model provides a shear wall formwork structure suitable for deformation joints, including:
the assembly template and the fixed support component are arranged between the two assembly templates, two ends of the fixed support component are respectively fixedly connected with the two assembly templates, the fixed support component comprises a pull rod, one end of the pull rod is fixedly connected with a round iron sheet, the other end of the pull rod is provided with a round gasket and a nut in a penetrating mode, the round gasket is movably connected with the pull rod, the nut is in threaded connection with the pull rod, the middle of the pull rod is provided with a conical nut, the conical nut is in threaded connection with the pull rod, the conical nut is arranged on the inner side of the assembly template, the round gasket and the nut are arranged on the outer side of the assembly template, a secondary edge and a primary edge are arranged between the assembly template and the round gasket, and the secondary edge and the primary edge are respectively in fastening connection with the assembly template through the conical nut and the conical nut.
According to one embodiment of the utility model, the round iron sheet has a diameter of 50mm and a thickness of 5mm.
According to one embodiment of the utility model, the round iron sheet is welded to the tie rod.
According to one embodiment of the utility model, the tie rod is a two-section tie rod, the two-section tie rod being fastened by a tapered female.
According to one embodiment of the utility model, the diameter of the pull rod is 14mm.
According to one embodiment of the utility model, one end of the pull rod is provided with threads, which are adapted to the nut.
According to one embodiment of the utility model, a plurality of concrete supporting rods are arranged between the two assembling templates, and two ends of each concrete supporting rod are fixedly connected with the assembling templates respectively.
According to one embodiment of the utility model, a plurality of concrete struts are arranged in a quincuncial shape, and the distance between adjacent concrete struts is 500mm.
According to an embodiment of the utility model, the secondary corrugated is 40mm 80mm square, the wood Fang Shuzhi is laid, and the spacing between adjacent squares is 200mm.
According to one embodiment of the utility model, the main ridge is a square steel pipe with the length of 60mm, the square steel pipes are horizontally arranged, and the distance between every two adjacent square steel pipes is 500mm.
Compared with the prior art, the shear wall formwork structure suitable for the deformation joint has the advantages that the assembling formwork is connected with the fixed supporting members, so that the stability of the assembling formwork is improved, the fixed supporting members are connected with the assembling formwork on one side of the deformation joint, the assembling formwork structure is integrated, excessive complex procedures are not needed in the construction process, only the formwork is needed to be hoisted and connected with the fixed supporting members, the operation steps are simplified, the construction difficulty of erecting and dismantling the deformation joint is reduced, the time cost and the labor cost can be saved, the construction period is shortened, the engineering progress is accelerated, and the construction efficiency is further improved.
Drawings
FIG. 1 is a schematic view of a shear wall formwork structure according to an embodiment of the present utility model.
Fig. 2 is a schematic structural view of a fixed support member according to an embodiment of the present utility model.
Reference numerals:
1-a round iron sheet; 2-a pull rod; 3-a conical master; 4-a circular gasket; 5-nuts; 6-assembling templates; 7-a concrete spreader; 8-times of corrugated; 9-main ridges; 10-concrete wall.
Detailed Description
In order to make the concept and idea of the present utility model more clearly understood by those skilled in the art, the present utility model is described in detail with reference to specific embodiments. It is to be understood that the embodiments presented herein are only a portion of all embodiments that the utility model may have. Those skilled in the art, after having read the present specification, will be able to make modifications, alterations, or substitutions to some or all of the embodiments described below, which are also within the scope of the utility model as claimed.
The terms "first," "second," and the like, herein do not denote any order, quantity, or importance, but rather are used to distinguish one element from another. The terms "a," "an," and other similar words are not intended to mean that there is only one thing, but rather that the description is directed to only one of the thing, which may have one or more. In this document, the terms "comprise," "include," and other similar words are intended to denote a logical relationship, but not to be construed as implying a spatial structural relationship. For example, "a includes B" is intended to mean that logically B belongs to a, and not that spatially B is located inside a. In addition, the terms "comprising," "including," and other similar terms should be construed as open-ended, rather than closed-ended. For example, "a includes B" is intended to mean that B belongs to a, but B does not necessarily constitute all of a, and a may also include other elements such as C, D, E.
The terms "embodiment," "this embodiment," "an embodiment," "one embodiment," and the like herein do not denote that the descriptions are merely applicable to one particular embodiment, but rather denote that the descriptions are also applicable to one or more other embodiments. It will be appreciated by those skilled in the art that any descriptions of one embodiment herein may be substituted, combined, or otherwise combined with those illustrated in another embodiment or embodiments, and that new embodiments may be substituted, combined, or otherwise combined as would be apparent to one skilled in the art and fall within the scope of the utility model.
Example 1
Additional aspects and advantages of embodiments of the utility model will be set forth in part in the description which follows and, in part, will be obvious from the description, or may be learned by practice of embodiments of the utility model. With reference to fig. 1 and 2, an embodiment of the present utility model provides a shear wall formwork structure suitable for deformation joints, including:
the assembly template 6 and the fixed support component, the fixed support component is located between the two assembly templates 6, two ends of the fixed support component are fixedly connected with the two assembly templates 6 respectively, the fixed support component comprises a pull rod 2, one end fixedly connected with round iron sheet 1 of the pull rod 2, round gasket 4 and nut 5 are arranged at the other end of the pull rod 2 in a penetrating mode, the round gasket 4 is movably connected with the pull rod 2, the nut 5 is in threaded connection with the pull rod 2, conical nut 3 is arranged in the middle of the pull rod 2 and is in threaded connection with the pull rod 2, the conical nut 3 is located on the inner side of the assembly template 6, the round gasket 4 and the nut 5 are located on the outer side of the assembly template 6, secondary ribs 8 and primary ribs 9 are arranged between the assembly template 6 and the round gasket 4, and the secondary ribs 8 and the primary ribs 9 are respectively in fastening connection with the assembly template 6 through the conical nut 3 and the nut 5. Wherein secondary corrugated 8 is 40mm 80 mm's square, wood Fang Shuzhi lays, and adjacent square's interval is 200mm, and main stupefied 9 is 60 mm's square steel pipe, and square steel pipe level lays, and adjacent square steel pipe's interval is 500mm.
According to the utility model, the assembling template 6 is connected with the fixed supporting member, so that the stability of the assembling template 6 is improved, the construction difficulty at the deformation joint is reduced, and the fixed supporting member is connected with the assembling template 6 at one side of the deformation joint to form a whole, so that the construction difficulty of the deformation joint can be reduced, the construction efficiency is improved, the cost is reduced, the construction period is shortened, and the engineering progress is accelerated.
Specifically, the circular iron sheet 1 is welded and fixed with the pull rod 2, in the embodiment of the utility model, the diameter of the circular iron sheet 1 is 50mm, the thickness is 5mm, and the circular iron sheet 1 is fixedly connected with the pull rod 2 so as to fix the pull rod 2 on the assembled template 6 at one side of the deformation joint.
Specifically, the pull rod 2 is a two-section pull rod, and the two-section pull rod is fastened and connected through the conical nut 3. The diameter of the pull rod 2 in the embodiment of the utility model is 14mm. The disassembly and connection of the two-section pull rod 2 are realized through the conical nut 3.
Specifically, one end of the pull rod 2 is provided with threads, and the threads are matched with the nut 5. The nut 5 is arranged at one end of the pull rod 2 and matched with the conical nut 3 to realize the fixed connection between the fixed support member and the assembling template 6 at the other side of the deformation joint.
Specifically, a plurality of concrete supporting rods 7 are arranged between the two assembling templates 6, and two ends of the concrete supporting rods 7 are fixedly connected with the assembling templates 6 respectively. In the embodiment of the utility model, a plurality of concrete supporting rods 7 are distributed in a quincuncial shape, and the distance between adjacent concrete supporting rods 7 is 500mm. By providing the concrete spreader 7 so as to control the thickness of the concrete wall 10.
Example 2
The embodiment of the utility model provides a use method of a shear wall formwork structure suitable for deformation joints, which comprises the following steps:
step one: one section of the two-section pull rod 2, which is fixedly provided with the circular iron sheet 1, is connected with one side assembly template 6, and the other section of the two-section pull rod 2 is connected through the conical nut 3.
Step two: the assembly template 6 at the other side of the concrete wall body 10 is connected with the other end of the two-section pull rod 2, a concrete supporting rod 7 is placed between the two assembly templates 6, the thickness of the concrete wall body 10 is controlled through the concrete supporting rod 7, the distance between the concrete supporting rods 7 is 500mm, and the concrete supporting rod is arranged in a quincuncial shape.
Step three: the outside of the splice form 6 is secured by a second pass 8 and a main rib 9, wherein the second pass 8 is placed vertically with a pitch of 200mm between adjacent second passes 8, the main rib 9 is placed horizontally with a pitch of 500mm between adjacent main ribs 9.
Step four: the round gasket 4 is sleeved on the pull rod 2 and matched with the nut 5 on the pull rod 2 to fasten the pull rod 2 and the assembled template 6.
The method has the advantages that large-scale operation procedures are not needed in the operation process, the forming quality is good, partial environmental protection and energy saving are realized, the operation is simple and convenient, the construction can be carried out on the original structure, the influence of bad weather is avoided, in the construction process, too many complicated procedures are not needed, only the assembly templates 6 are needed to be hoisted and connected, the time cost and the labor cost can be saved, the operation steps are simplified, and the construction difficulty is reduced.
In summary, according to the shear wall formwork structure suitable for the deformation joint, the assembling formwork is connected with the fixed supporting member, so that the stability of the assembling formwork is improved, the fixed supporting member is connected with the assembling formwork on one side of the deformation joint, the assembling formwork structure is integrated, excessive complex procedures are not needed in the construction process, only the formwork is needed to be hoisted and connected with the fixed supporting member, the operation steps are simplified, the construction difficulty of supporting and dismantling the deformation joint is reduced, the time cost and the labor cost can be saved, the construction period is shortened, the engineering progress is accelerated, and the construction efficiency is improved.
The concepts, principles and concepts of the utility model have been described above in connection with specific embodiments (including examples and illustrations). It will be appreciated by those skilled in the art that embodiments of the utility model are not limited to the forms set forth above, but that after reading the present specification, those skilled in the art can make any possible modifications, substitutions and equivalents of the steps, methods, systems, components of the above embodiments, which are intended to fall within the scope of the utility model, which is defined only by the claims.
Claims (10)
1. Shear wall formwork structure suitable for movement joint, its characterized in that includes: the assembly template and the fixed support component are arranged between the assembly templates, two ends of the fixed support component are respectively fixedly connected with the two assembly templates, the fixed support component comprises a pull rod, one end of the pull rod is fixedly connected with a round iron sheet, the other end of the pull rod is provided with a round gasket and a nut in a penetrating mode, the round gasket is movably connected with the pull rod, the nut is in threaded connection with the pull rod, the middle of the pull rod is provided with a conical nut, the conical nut is in threaded connection with the pull rod, the conical nut is arranged on the inner side of the assembly template, the round gasket and the nut are arranged on the outer side of the assembly template, a secondary rib and a primary rib are arranged between the assembly template and the round gasket, and the secondary rib and the primary rib are respectively connected with the assembly template in a fastening mode through the conical nut and the nut.
2. The shear wall formwork structure adapted for deformation joints according to claim 1, wherein the diameter of the circular iron sheet is 50mm and the thickness is 5mm.
3. The shear wall formwork structure adapted for deformation joints of claim 1, wherein the circular iron sheet is welded to the tie rod.
4. The shear wall formwork structure adapted for deformation joints of claim 1, wherein the tie rod is a two-section tie rod, and the two-section tie rod is fastened and connected by the tapered female.
5. The shear wall formwork structure adapted for deformation joints of claim 1, wherein the diameter of the tie rod is 14mm.
6. The shear wall formwork structure adapted for deformation joints according to claim 1, wherein one end of the tie rod is provided with threads, and the threads are adapted to the nuts.
7. The shear wall formwork structure suitable for deformation joints according to claim 1, wherein a plurality of concrete supporting rods are arranged between the two spliced templates, and two ends of each concrete supporting rod are fixedly connected with the spliced templates respectively.
8. The shear wall support structure for deformation joints according to claim 7, wherein a plurality of the concrete struts are arranged in a quincuncial shape, and a distance between adjacent concrete struts is 500mm.
9. A shear wall formwork structure adapted for a deformation joint as claimed in claim 1, wherein the secondary corrugated is 40mm 80mm square, the wood Fang Shuzhi is laid, and a pitch between adjacent squares is 200mm.
10. The shear wall formwork structure suitable for deformation joints according to claim 1, wherein the main ridge is a square steel pipe with the length of 60mm, the square steel pipes are horizontally arranged, and the distance between adjacent square steel pipes is 500mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321869328.8U CN220353386U (en) | 2023-07-17 | 2023-07-17 | Shear wall formwork structure suitable for deformation joint |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321869328.8U CN220353386U (en) | 2023-07-17 | 2023-07-17 | Shear wall formwork structure suitable for deformation joint |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220353386U true CN220353386U (en) | 2024-01-16 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321869328.8U Active CN220353386U (en) | 2023-07-17 | 2023-07-17 | Shear wall formwork structure suitable for deformation joint |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220353386U (en) |
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2023
- 2023-07-17 CN CN202321869328.8U patent/CN220353386U/en active Active
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