CN216787206U - Basement shear wall template reinforcing apparatus and construction member thereof - Google Patents
Basement shear wall template reinforcing apparatus and construction member thereof Download PDFInfo
- Publication number
- CN216787206U CN216787206U CN202220212920.XU CN202220212920U CN216787206U CN 216787206 U CN216787206 U CN 216787206U CN 202220212920 U CN202220212920 U CN 202220212920U CN 216787206 U CN216787206 U CN 216787206U
- Authority
- CN
- China
- Prior art keywords
- connecting plate
- shear wall
- reinforcing
- plate
- screw rod
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The utility model discloses a basement shear wall template reinforcing device and a construction member thereof, wherein the reinforcing construction member comprises: the first connecting plate is in a strip shape, the thickness of the first connecting plate is the same as that of the wood plate, first screw rod holes are arranged at intervals along the length direction of the first connecting plate, and first reinforcing plates are respectively arranged on the same sides of the front end, the middle end and the rear end; the second connecting plate is in a strip shape, the thickness of the second connecting plate is the same as that of the wood plate, second screw rod holes are arranged at intervals along the length direction of the second connecting plate, and second reinforcing plates are respectively arranged on the same sides of the middle end and the rear end. The utility model can effectively solve the problems of mold explosion and slab staggering during concrete pouring due to untight abutted seams between the templates, avoids punching the templates to a great extent during reinforcement, can improve the turnover frequency of the templates and the concrete molding quality, and saves the construction cost.
Description
Technical Field
The utility model relates to a basement shear wall template reinforcing device and a construction member thereof, and belongs to the technical field of shear wall templates.
Background
After the shear wall concrete is poured and demolded (a wood formwork), the concrete forming quality is patrolled to obtain a conclusion: the shear wall bursting and staggering position is particularly protruded at the splicing position of the template, the screw holes are distributed on the template which is dismantled on site, and the screw hole template distributed with the holes needs to be recycled for many times, which easily causes the situations of slurry leakage, honeycomb, pitted surface and the like during concrete pouring; although the screw holes distributed on the template can be used for plugging during concrete pouring, the missing situation is still obvious.
SUMMERY OF THE UTILITY MODEL
Based on the above, the basement shear wall template reinforcing device and the construction members thereof provided by the utility model can effectively solve the problems of template explosion and slab staggering during concrete pouring due to loose abutted seams between the templates, avoid punching the templates to a great extent during reinforcement, improve the turnover frequency of the templates and the concrete forming quality, and save the construction cost.
The technical scheme of the utility model is as follows: the utility model provides a basement shear wall template reinforcement construction component installs on the template between two adjacent planks, reinforcement construction component includes:
the first connecting plate is in a strip shape, the thickness of the first connecting plate is the same as that of the wood plate, first screw rod holes are arranged at intervals along the length direction of the first connecting plate, and first reinforcing plates are respectively arranged on the same sides of the front end, the middle end and the rear end;
the second connecting plate is in a strip shape, the thickness of the second connecting plate is the same as that of the wood plate, second screw rod holes are arranged at intervals along the length direction of the second connecting plate, and second reinforcing plates are respectively arranged on the same sides of the middle end and the rear end.
In one example, the first reinforcing tab is vertically connected to the first connecting plate.
In one example, the first connecting plate and the first reinforcing tab are both made of an aluminum alloy, and the first reinforcing tab is welded to the first connecting plate.
In one example, the second reinforcing tab is perpendicularly connected to the second connecting plate.
In one example, the second connecting plate and the second reinforcing tab are both made of aluminum alloy, and the second reinforcing tab is welded to the second connecting plate.
The utility model also provides a basement shear wall template reinforcing device, which comprises:
the template assembly comprises wood boards and a first connecting plate and a second connecting plate, the first connecting plate is arranged between the wood boards with different heights positioned at the head end, the second connecting plate is arranged between the wood boards with different heights positioned behind the head end, and the front end of the second connecting plate is connected with the rear end of the first connecting plate;
the back ridge assembly comprises transverse back ridges and vertical back ridges, the vertical back ridges are arranged on the outer sides of the first connecting plate and the second connecting plate at intervals, and the transverse back ridges are arranged outside the vertical back ridges and are opposite to the first connecting plate or the second connecting plate;
the split component comprises a water stop screw and a fixing mechanism, wherein the water stop screw is arranged in the first screw hole or the second screw hole in a penetrating mode and fixed on the transverse back edge through the fixing mechanism.
The utility model has the beneficial effects that: the template punching-free installation and fixation can be realized through the first connecting plate and the second connecting plate, the problems of template explosion and slab staggering caused by loose abutted seams in the prior art of the template are effectively solved, in addition, the template is prevented from being punched to a great extent in the reinforcement construction, the template turnover frequency and the concrete molding quality are improved, and the construction cost is saved.
Drawings
FIG. 1 is a schematic view of a first connecting plate;
FIG. 2 is a schematic view of a second connecting plate;
FIG. 3 is a schematic view of first and second connector boards connected between boards;
FIG. 4 is a schematic view of a basement shear wall formwork reinforcement device;
description of reference numerals:
1, a first connecting plate, 11 first screw holes and 12 first reinforcing plates;
2 second connecting plate, 21 second screw rod hole, 22 second reinforcing plate;
3, wood boards;
4, transverse back ridges;
5, vertical back ridges;
6, stopping the water screw rod.
Detailed Description
In order to make the aforementioned objects, features and advantages of the present invention comprehensible, embodiments accompanied with figures are described in detail below. In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention. This invention may, however, be embodied in many different forms and should not be construed as limited to the embodiments set forth herein, but rather should be construed as broadly as the present invention is capable of modification in various respects, all without departing from the spirit and scope of the present invention.
Referring to fig. 1 to 4, a reinforcing construction member for a shear wall formwork of a basement according to the present embodiment is installed between two adjacent boards 3 on the formwork. The reinforcement construction member includes a first connection plate 1 and a second connection plate 2. The first connecting plate 1 is strip-shaped, the thickness of the first connecting plate is the same as that of the wood plate 3, a plurality of first screw holes 11 are arranged at intervals along the length direction of the first connecting plate, and first reinforcing plates 12 are respectively arranged at the same side of the front end, the middle end and the rear end. The second connecting plate 2 is strip-shaped, the thickness of the second connecting plate is the same as that of the wood board 3, a plurality of second screw holes 21 are arranged at intervals along the length direction of the second connecting plate, and second reinforcing plates 22 are respectively arranged at the same side of the middle end and the rear end.
In this embodiment, the thicknesses of the first connecting plate 1 and the second connecting plate 2 may be 15mm, 14mm, 12mm, and 10mm, the processing thicknesses thereof are mainly adjusted according to the thicknesses of the on-site templates, the material thicknesses are all consistent with the thickness of the wood board 3, and the length may be 1830 mm. The first and second reinforcing tabs 12 and 22 have a length of 110mm, a width of 40mm and a thickness of 14 mm. A first screw hole 11 with the diameter of 11mm is formed in the middle of a first reinforcing sheet 12 at the front end of the first connecting plate 1 and at a distance of no more than 200mm behind the first reinforcing sheet, so that the water stop screw 6 can normally penetrate through the first screw hole back and forth. And a second screw hole 21 with the diameter of 11mm is arranged on the second connecting plate 2 at a distance of no more than 200mm from the front end, so that the water stopping screw 6 can normally pass through the second screw hole back and forth.
Further, the first connecting plate 1 and the first reinforcing plate 12 are made of an aluminum alloy material, and the first reinforcing plate 12 is vertically welded to the first connecting plate 1. In this embodiment, three first reinforcing plates 12 are welded on the outer side surface of the first connecting plate 1, and when a formwork is erected, the upper and lower ends of the first reinforcing plates 12 will be attached to the outer side surfaces of two adjacent wood plates 3, so as to achieve the purpose of reinforcing the structure.
Further, the second connecting plate 2 and the second reinforcing plate 22 are made of aluminum alloy, and the second reinforcing plate 22 is vertically welded to the second connecting plate 2. In this embodiment, three second reinforcing plates 22 are welded on the outer side surface of the second connecting plate 2, and when a formwork is erected, the upper and lower ends of the second reinforcing plates 22 will be attached to the outer side surfaces of two adjacent boards 3, so as to achieve the purpose of reinforcing the structure.
Please refer to fig. 3 and fig. 4 again, the embodiment further provides a basement shear wall template reinforcing apparatus, which includes a template assembly, a back ridge assembly and a counter-pull assembly, wherein the template assembly includes wood boards 3, a first connecting board 1 and a second connecting board 2, the first connecting board 1 is installed between the wood boards 3 with different heights located at the head end, the second connecting board 2 is installed between the wood boards 3 with different heights located at the back of the head end, and the front end of the second connecting board 2 is connected with the back end of the first connecting board 1, that is, the front end of the second connecting board 2 abuts against the back end of the first connecting board 1 and is aligned with the back end of the first connecting board 1. The back ridge assembly comprises transverse back ridges 4 and vertical back ridges 5, the vertical back ridges 5 are arranged on the outer sides of the first connecting plate 1 and the second connecting plate 2 at intervals, and the transverse back ridges 4 are arranged outside the vertical back ridges 5 and are opposite to the first connecting plate 1 or the second connecting plate 2; the split component comprises a water stop screw rod 6 and a fixing mechanism, the water stop screw rod 6 is arranged in the first screw rod hole 11 or the second screw rod hole 21 in a penetrating mode and fixed on the transverse back edge 4 through the fixing mechanism.
In this embodiment, stupefied 5 of the back of the body includes two parallel arrangement's vertical steel pipe, stupefied 4 of the back of the body includes two parallel arrangement's horizontal steel pipe, and fixed establishment includes gasket and nut, and gasket and nut all wear to establish on stagnant water screw rod 6, and the nut is installed outside the gasket to with to stagnant water screw rod 6 matching.
Above-mentioned basement shear wall template reinforcing apparatus's construction mode: the vertical construction sequence of the shear wall comprises a vertical 1 st template, a water stop screw 6, a first connecting plate 1, a vertical second template, a water stop screw 6, a second connecting plate 2, a vertical back ridge 5, a transverse back ridge 4, wall verticality detection, fixing mechanism reinforcement and wall verticality detection.
The above-mentioned embodiments only express several embodiments of the present invention, and the description thereof is more specific and detailed, but not construed as limiting the scope of the present invention. It should be noted that, for a person skilled in the art, several variations and modifications can be made without departing from the inventive concept, which falls within the scope of the present invention. Therefore, the protection scope of the present patent shall be subject to the appended claims.
Claims (6)
1. The utility model provides a basement shear wall template reinforcement construction component installs on the template between two adjacent plank (3), its characterized in that, reinforcement construction component includes:
the first connecting plate (1) is in a strip shape, the thickness of the first connecting plate is the same as that of the wood plate (3), first screw rod holes (11) are arranged at intervals along the length direction of the first connecting plate, and first reinforcing plates (12) are respectively arranged on the same sides of the front end, the middle end and the rear end;
the second connecting plate (2) is strip-shaped, the thickness of the second connecting plate is the same as that of the wood board (3), second screw holes (21) are arranged at intervals along the length direction of the second connecting plate, and second reinforcing plates (22) are respectively arranged on the same sides of the middle end and the rear end.
2. The basement shear wall formwork reinforcement construction member according to claim 1, characterized in that the first reinforcement panel (12) is vertically connected to the first connection plate (1).
3. The basement shear wall formwork reinforcement construction member according to claim 1, wherein the first connecting plate (1) and the first reinforcing sheet (12) are both made of aluminum alloy, and the first reinforcing sheet (12) is welded to the first connecting plate (1).
4. The basement shear wall formwork reinforcement construction member of claim 1, wherein the second reinforcement panel (22) is vertically connected to the second connecting plate (2).
5. The basement shear wall formwork reinforcement construction member of claim 1, wherein the second connecting plate (2) and the second reinforcing sheet (22) are both made of aluminum alloy, and the second reinforcing sheet (22) is welded to the second connecting plate (2).
6. The utility model provides a basement shear wall template reinforcing apparatus which characterized in that includes:
formwork assembly comprising first (1) and second (2) connection plates according to any one of claims 1 to 5 and wood boards (3), said first connection plate (1) being mounted between wood boards (3) of different heights located at the head end, said second connection plate (2) being mounted between wood boards (3) of different heights located behind the head end, and the front end of said second connection plate (2) being connected to the rear end of said first connection plate (1);
the back ridge assembly comprises transverse back ridges (4) and vertical back ridges (5), the vertical back ridges (5) are arranged on the outer sides of the first connecting plate (1) and the second connecting plate (2) at intervals, and the transverse back ridges (4) are arranged outside the vertical back ridges (5) and are opposite to the first connecting plate (1) or the second connecting plate (2);
the split component comprises a water stop screw rod (6) and a fixing mechanism, wherein the water stop screw rod (6) penetrates through the first screw rod hole (11) or the second screw rod hole (21), and the fixing mechanism is fixed on the transverse back edge (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220212920.XU CN216787206U (en) | 2022-01-26 | 2022-01-26 | Basement shear wall template reinforcing apparatus and construction member thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220212920.XU CN216787206U (en) | 2022-01-26 | 2022-01-26 | Basement shear wall template reinforcing apparatus and construction member thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216787206U true CN216787206U (en) | 2022-06-21 |
Family
ID=82014168
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220212920.XU Active CN216787206U (en) | 2022-01-26 | 2022-01-26 | Basement shear wall template reinforcing apparatus and construction member thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216787206U (en) |
-
2022
- 2022-01-26 CN CN202220212920.XU patent/CN216787206U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US5482395A (en) | Clip connector for joining columns and beams to concrete | |
| CN216787206U (en) | Basement shear wall template reinforcing apparatus and construction member thereof | |
| US6279281B1 (en) | Concrete forming system | |
| CN112663823A (en) | Sliding groove type prefabricated fixing component, manufacturing and using method thereof and equipment installation method | |
| CN214739054U (en) | Fair-faced concrete wall induction joint construction structure | |
| CN212773505U (en) | Formwork combination and formwork construction system | |
| CN211143327U (en) | I-steel fixing device encorbelments | |
| CN212715921U (en) | Two-sided coincide wallboard door and window entrance to a cave formwork structure | |
| CN211037815U (en) | Square column mould fossil fragments reinforcing system structure | |
| CN210797579U (en) | Detachable soil nailing wall structure | |
| CN210858012U (en) | Building templates link for civil engineering | |
| CN209837654U (en) | Connecting structure of diagonal outer frame type scaffold | |
| CN111535581A (en) | Convenient and fast mounting and dismounting type combined prefabricated formwork applicable to building floor lowering position | |
| CN214615444U (en) | Control device for preventing template warping at abutted seam | |
| CN211524043U (en) | Be applied to template device of building trade | |
| CN216239758U (en) | Device for preventing wall form from staggering | |
| CN205875724U (en) | Concrete placement formwork support | |
| CN219528390U (en) | Superimposed sheet clamping device and superimposed sheet braced system | |
| CN215848777U (en) | Concrete hole mould | |
| CN219753297U (en) | Supporting and reinforcing device for wall template | |
| CN215630818U (en) | Connecting node structure of PTW wallboard and foundation | |
| CN210858017U (en) | Connecting and locking device for building template | |
| CN215670176U (en) | Detachable outer wall waterproof deformation joint construction structures | |
| CN217841008U (en) | Reinforced structure that shear force wall node concrete intensity is not enough | |
| CN110318533B (en) | Building formwork supporting method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |