CN217105673U - Seam pulling plate with vertical structure - Google Patents
Seam pulling plate with vertical structure Download PDFInfo
- Publication number
- CN217105673U CN217105673U CN202221570214.9U CN202221570214U CN217105673U CN 217105673 U CN217105673 U CN 217105673U CN 202221570214 U CN202221570214 U CN 202221570214U CN 217105673 U CN217105673 U CN 217105673U
- Authority
- CN
- China
- Prior art keywords
- plate
- thin
- nesting plate
- substrate
- symmetrically arranged
- 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.)
- Expired - Fee Related
Links
- 239000000758 substrate Substances 0.000 claims abstract description 24
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 21
- 230000002787 reinforcement Effects 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 18
- 238000000034 method Methods 0.000 abstract description 13
- 229910000831 Steel Inorganic materials 0.000 abstract description 11
- 239000010959 steel Substances 0.000 abstract description 11
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract description 6
- 230000000694 effects Effects 0.000 abstract description 2
- 230000035515 penetration Effects 0.000 abstract description 2
- 239000004567 concrete Substances 0.000 description 3
- 238000005336 cracking Methods 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000011229 interlayer Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
Images
Landscapes
- Working Measures On Existing Buildindgs (AREA)
Abstract
The utility model relates to a vertical structure seam pulling plate, belonging to the technical field of buildings; the method comprises the following steps: the device comprises a base plate, an upper nesting plate and a lower nesting plate; the water stopping strips A are symmetrically arranged on the front side and the rear side of the substrate, the fixed supports A are symmetrically arranged on the left side and the right side of the substrate, and a plurality of hexagonal through holes are formed in the substrate; the front side and the rear side of the upper nesting plate are symmetrically provided with water stop strips B, the left side and the right side of the upper nesting plate are symmetrically provided with fixed supports B, the top part of the upper nesting plate is provided with a plurality of thin-wall hexagonal plugs I, the front side and the rear side of the lower nesting plate are symmetrically provided with water stop strips C, the left side and the right side of the lower nesting plate are symmetrically provided with fixed supports C, and the bottom part of the lower nesting plate is provided with a plurality of thin-wall hexagonal plugs II. The utility model provides a solution for the complex method that the structural seam pulling plate needs to be drilled manually to arrange the reinforcing steel bars in the use process, and realizes the effect of punching-free bar penetration; the splicing of the embedded plate and the base plate can be flexibly adjusted according to the position of the steel bar, so that the construction process is simplified, and the construction efficiency is improved.
Description
Technical Field
The utility model belongs to the technical field of the building, especially, relate to a vertical structure draws seam board.
Background
In the construction of high-rise residential buildings, reinforced concrete is used for replacing masonry to be used as an outer filler wall material, the construction process is a common construction process, the advantages of the construction process are obvious, the plastering workload of masonry engineering can be reduced, and later-stage construction procedures are simplified or reduced; the integrity of the outer wall is improved, and the cracking and water seepage of the wall are reduced. However, the method also has the disadvantages that the vertical load in the structural system is increased and the shearing force distribution is changed due to the increase of the dead weight of the full cast-in-place concrete filled wall, so that the earthquake resistance and the crack resistance of the structure are influenced. In order to ensure the construction quality and protect the anti-seismic and anti-cracking performance of the structure, the construction method of additionally arranging the structural crack plates is adopted in the construction, and the rigid connection between the cast-in-place concrete filled wall and the shear wall, the beam and the column is isolated, so that the force transmission path of the structural component is clear and simple; wherein the load of the interlayer cast-in-place concrete filled wall is transmitted to the bearing wall or the column through the reinforcing steel bars, and the structural crack pulling plate bears a small amount of local deformation.
At present, the seam pulling plate with a vertical structure needs to be drilled with a hand to form a hole in the using process, and is used for arranging reinforcing steel bars. The construction method can cause that the transverse steel bars need to pass through the holes in the construction operation of the steel bar engineering, thereby increasing the construction difficulty of steel bar binding. Although some manufacturers have made improvements, such as hole reservation, the construction status is hardly changed, and the construction operation is still complicated and disordered.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problem, the utility model discloses a technical scheme is: after the upper and lower nested plates are spliced, a centered closed round hole is formed and can be used for placing a transverse steel bar. The installation of the vertical structure seam pulling plate is realized by splicing the embedded plate and the base plate.
The utility model adopts the technical scheme as follows:
the utility model relates to a vertical structure draws seam board, include: base plate, upper nested board, lower nested board.
The water stopping strips A are symmetrically arranged on the front side and the rear side of the substrate, the fixed supports A are symmetrically arranged on the left side and the right side of the substrate, and a plurality of hexagonal through holes are formed in the substrate; the water stopping strips B are symmetrically arranged on the front side and the rear side of the upper nesting plate, the fixed supports B are symmetrically arranged on the left side and the right side of the upper nesting plate, a plurality of thin-wall hexagonal plugs I are distributed at the top part of the upper nesting plate, the water stopping strips C are symmetrically arranged on the front side and the rear side of the lower nesting plate, the fixed supports C are symmetrically arranged on the left side and the right side of the lower nesting plate, and a plurality of thin-wall hexagonal plugs II are distributed at the bottom part of the lower nesting plate;
the upper nesting plate is inserted into the through hole of the substrate through the first thin-wall hexagonal plug, the lower nesting plate is inserted into the through hole of the substrate through the second thin-wall hexagonal plug, and the upper nesting plate and the lower nesting plate are connected with the jack through the plug.
Further, the substrate is a strip-shaped plate, the thickness of the plate is 30-40 mm, and the width of the plate is 200-250 mm.
Furthermore, a semicircular groove is formed in the middle of the bottom surface of the upper nesting plate and the top surface of the lower nesting plate, a closed circular hole is formed in the middle of the upper nesting plate and the lower nesting plate after the upper nesting plate and the lower nesting plate are spliced, and the diameter of the circular hole is 3-5 mm larger than that of the transverse steel bar.
Further, the water stopping strip A is of a T-shaped structure and is arranged along the whole length of the substrate; the water stopping strip B is of a T-shaped structure and is arranged along the whole length of the upper nesting plate; the water stopping strip C is of a T-shaped structure and is arranged along the whole length of the lower nesting plate.
Furthermore, the through hole is formed along the center line of the cross section of the substrate, and the thickness of the rib between the holes is not less than 5 mm.
Furthermore, the number of the first thin-wall hexagonal plugs and the number of the second thin-wall hexagonal plugs are 5, and the heights of the first thin-wall hexagonal plugs and the second thin-wall hexagonal plugs are within the range of 80 mm-150 mm.
Furthermore, the positions of the jacks and the plugs correspond to each other, the plugging depth is not more than 15mm, and the corners of the jacks are smooth fillets.
Furthermore, the included angles between the fixed support A, the fixed support B and the fixed support C and the panel are 60-70 degrees.
The utility model has the advantages that:
the utility model provides a solution for the complex method that the structural seam pulling plate needs to be drilled and arranged with reinforcing steel bars manually in the using process, and after the transverse reinforcing steel bars are placed in the reinforcing steel bar engineering operation, the effect of punching-free bar penetration is realized by utilizing the splicing of the upper and lower nested plates; the splicing of the embedded plate and the base plate can be flexibly adjusted according to the position of the steel bar, so that the construction process is simplified, and the construction efficiency and the construction quality are improved.
Drawings
FIG. 1 is a schematic view of a substrate;
FIG. 2 is a front view of the substrate;
fig. 3 is a schematic structural view of a vertical structure seam pulling plate of the present invention;
FIG. 4 is a schematic structural view of an upper nesting plate and a lower nesting plate;
in the figure: 1 is a substrate; 2 is a fixed support A; 3 is a through hole; 4 is a water stop strip A; 5 is a transverse steel bar; 6 is an upper nesting plate; 61 is a first thin-wall hexagonal plug; 62 is a water stop strip B; 63 is a fixed support B; 64 is a plug; 7 is a lower nested plate; 71 is a thin-wall hexagonal plug II; 72 is a water stop strip C; 73 is a fixed support C; and 74 is a jack.
Detailed Description
For further explanation of the present invention, the following detailed description of the present invention is provided with reference to the drawings and examples, which should not be construed as limiting the scope of the present invention.
As shown in fig. 1-4, a vertical structural tear panel includes: base plate 1, upper nested plate 6, lower nested plate 7.
The water stopping strips A4 are symmetrically arranged on the front side and the rear side of the base plate 1, the fixed supports A2 are symmetrically arranged on the left side and the right side of the base plate 1, and a plurality of hexagonal through holes 3 are formed in the base plate 1; the water-stopping strips B62 are symmetrically arranged on the front side and the rear side of the upper nesting plate 6, the fixed supports B63 are symmetrically arranged on the left side and the right side of the upper nesting plate 6, a plurality of thin-wall hexagonal plugs I61 are distributed on the top of the upper nesting plate 6, the water-stopping strips C72 are symmetrically arranged on the front side and the rear side of the lower nesting plate 7, the fixed supports C73 are symmetrically arranged on the left side and the right side of the lower nesting plate 7, and a plurality of thin-wall hexagonal plugs II 71 are distributed at the bottom of the lower nesting plate 7;
the upper nesting plate 6 is inserted into the through hole 3 of the base plate 1 through a thin-wall hexagonal plug I61, the lower nesting plate 7 is inserted into the through hole 3 of the base plate 1 through a thin-wall hexagonal plug II 71, and the upper nesting plate 6 and the lower nesting plate 7 are connected with the jack 74 through a plug 64.
The substrate 1 is a strip-shaped plate, the thickness of the plate is 30-40 mm, and the width of the plate is 200-250 mm.
A semicircular groove is formed in the middle of the bottom surface of the upper nesting plate 6 and the top surface of the lower nesting plate 7, a closed circular hole is formed in the middle after the upper nesting plate 6 and the lower nesting plate 7 are spliced, and the diameter of the circular hole is 3-5 mm larger than that of the transverse steel bar 5.
The water stop strip A4 is of a T-shaped structure and is arranged along the whole length of the substrate 1; the water stop strip B62 is of a T-shaped structure and is arranged along the whole length of the upper nesting plate 6; the water stop strip C72 is of a T-shaped structure and is arranged along the whole length of the lower nesting plate 7.
The through hole 3 is arranged along the center line of the section of the substrate 1, and the thickness of the rib between the holes is not less than 5 mm.
The number of the first thin-wall hexagonal plugs 61 and the number of the second thin-wall hexagonal plugs 71 are 5, and the heights of the first thin-wall hexagonal plugs 61 and the second thin-wall hexagonal plugs 71 are within the range of 80 mm-150 mm.
The positions of the jacks 74 and the plugs 64 correspond, the plugging depth is not more than 15mm, and the corners of the jacks 74 are smooth round corners.
The included angle between the fixed support A2, the fixed support B63 and the fixed support C73 and the panel is 60-70 degrees.
Example (b):
step A: measuring the height of the transverse steel bar, and cutting the substrate into a proper size;
and B: splicing the lower nesting plate and the upper nesting plate in an aligned manner by taking the transverse steel bar as a center;
and C: and inserting the base plate at the corresponding position with the upper nesting plate and the lower nesting plate.
The above embodiments are only preferred embodiments of the present invention, and it should be noted that, for those skilled in the art, many different variations and modifications can be made without departing from the inventive concept, but all of them fall within the scope of the present invention.
Claims (8)
1. A vertical structural tear panel comprising: base plate (1), go up nested plate (6), nested plate (7) down, its characterized in that:
the water stop strips A (4) are symmetrically arranged on the front side and the rear side of the substrate (1), the fixed supports A (2) are symmetrically arranged on the left side and the right side of the substrate (1), and a plurality of hexagonal through holes (3) are formed in the substrate (1); the water-stopping strip B (62) is symmetrically arranged on the front side and the rear side of the upper nesting plate (6), the fixed supports B (63) are symmetrically arranged on the left side and the right side of the upper nesting plate (6), a plurality of thin-wall hexagonal plugs I (61) are distributed on the top of the upper nesting plate (6), the water-stopping strip C (72) is symmetrically arranged on the front side and the rear side of the lower nesting plate (7), the fixed supports C (73) are symmetrically arranged on the left side and the right side of the lower nesting plate (7), and a plurality of thin-wall hexagonal plugs II (71) are distributed on the bottom of the lower nesting plate (7);
the upper nesting plate (6) is connected with the through hole (3) of the base plate (1) in an inserting mode through the thin-wall hexagonal plug I (61), the lower nesting plate (7) is connected with the through hole (3) of the base plate (1) in an inserting mode through the thin-wall hexagonal plug II (71), and the upper nesting plate (6) and the lower nesting plate (7) are connected with the jack (74) through the plug (64).
2. A vertical structural tear panel as claimed in claim 1, wherein: the substrate (1) is a strip-shaped plate, the thickness of the plate is 30-40 mm, and the width of the plate is 200-250 mm.
3. A vertical structural tear panel as claimed in claim 1, wherein: go up and inlay nest plate (6) bottom surface and inlay nest plate (7) top surface down and leave semicircular groove between two parties, go up and inlay nest plate (6) and inlay nest plate (7) concatenation down and accomplish the back, form a closed round hole between two parties, round hole diameter ratio transverse reinforcement (5) diameter is 3~5mm big.
4. A vertical structural tear panel as claimed in claim 1, wherein: the water stopping strip A (4) is of a T-shaped structure and is arranged along the whole length of the substrate (1); the water stopping strip B (62) is of a T-shaped structure and is arranged along the whole length of the upper nesting plate (6); the water stop strip C (72) is of a T-shaped structure and is arranged along the whole length of the lower embedded plate (7).
5. A vertical structural tear panel as claimed in claim 1, wherein: the through hole (3) is formed along the center line of the section of the substrate (1), and the thickness of ribs between the holes is not less than 5 mm.
6. A vertical structural tear panel as claimed in claim 1, wherein: the number of the first thin-wall hexagonal plugs (61) and the number of the second thin-wall hexagonal plugs (71) are 5, and the heights of the first thin-wall hexagonal plugs (61) and the second thin-wall hexagonal plugs (71) are within the interval of 80 mm-150 mm.
7. A vertical structural tear panel as claimed in claim 1, wherein: the positions of the jack (74) and the plug (64) correspond to each other, the plugging depth is not more than 15mm, and the corners of the jack (74) are smooth round corners.
8. A vertical structural tear panel as claimed in claim 1, wherein: the included angles between the fixed support A (2), the fixed support B (63) and the fixed support C (73) and the panel are 60-70 degrees.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221570214.9U CN217105673U (en) | 2022-06-22 | 2022-06-22 | Seam pulling plate with vertical structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221570214.9U CN217105673U (en) | 2022-06-22 | 2022-06-22 | Seam pulling plate with vertical structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217105673U true CN217105673U (en) | 2022-08-02 |
Family
ID=82587616
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221570214.9U Expired - Fee Related CN217105673U (en) | 2022-06-22 | 2022-06-22 | Seam pulling plate with vertical structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217105673U (en) |
-
2022
- 2022-06-22 CN CN202221570214.9U patent/CN217105673U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207228617U (en) | A kind of concrete-pouring template float Structure for basement barricade single side formwork | |
| CN217105673U (en) | Seam pulling plate with vertical structure | |
| CN204645343U (en) | Prefabricated assembled concrete out-hung panel fastening devices | |
| CN210684727U (en) | Construction safety supporting construction | |
| CN216195710U (en) | Prefabricated assembled concrete shear force wall | |
| CN213062094U (en) | Ground storehouse roof reservation entrance to a cave retaining wall convenient to demolish | |
| CN210947661U (en) | Installation device of socket type overhanging scaffold | |
| CN112726868A (en) | Vertical connected node of unit-installment shear force wall | |
| CN109057318B (en) | Assembly type building template system and wall body module | |
| CN209975804U (en) | Ecological composite wall | |
| CN207392519U (en) | One kind exempts from the anti-shear buckling steel plate shear force wall of bearing capacity | |
| CN207314518U (en) | One kind is exempted to support layered assembling type steel structure | |
| CN205348389U (en) | Influence of intelligence jacking steel platform truss is steel plate wall segmentation merogenesis structure down | |
| CN214614236U (en) | Vertical anti-pulling static load test counterforce device of concrete filling pile | |
| CN206360384U (en) | A kind of U-shaped component for splicing installation between brick plate | |
| CN213174810U (en) | Solid foam stick device of shear force wall root leak protection thick liquid regularization | |
| CN216865737U (en) | Closestool wall structure | |
| CN204959794U (en) | Field word roof beam pile cap and flat slab floor structure system | |
| CN218374048U (en) | Post-cast strip with built-in force transmission section steel for controlling horizontal displacement of subway | |
| CN219840314U (en) | Anti-falling connecting piece suitable for precast concrete exterior wall cladding | |
| CN216974265U (en) | The external ring beam is connected with the original structure wall body by adopting L-shaped anchor bars | |
| CN215407406U (en) | Simple and easy adjustable precast column grout seals storehouse mould | |
| CN203905476U (en) | Cantilevered cast-in-situ concrete steel baffle plate with corner protection sides | |
| CN217924231U (en) | Prefabricated hole shear force wall of taking out of assembled and prefabricated hidden post connection structure of taking out hole | |
| CN220954580U (en) | General embedded part structure of curtain wall and overhanging outer scaffold |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220802 |