CN220150598U - Shear wallboard - Google Patents
Shear wallboard Download PDFInfo
- Publication number
- CN220150598U CN220150598U CN202223090206.7U CN202223090206U CN220150598U CN 220150598 U CN220150598 U CN 220150598U CN 202223090206 U CN202223090206 U CN 202223090206U CN 220150598 U CN220150598 U CN 220150598U
- Authority
- CN
- China
- Prior art keywords
- plate
- steel
- steel cables
- shear wall
- transmission
- 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
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 115
- 239000010959 steel Substances 0.000 claims abstract description 115
- 230000005540 biological transmission Effects 0.000 claims abstract description 42
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 3
- 239000004567 concrete Substances 0.000 claims description 3
- 238000000034 method Methods 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model relates to the technical field of shear wallboards, and discloses a shear wallboard which comprises a first plate and a second plate, wherein the first plate is connected with the second plate, a plurality of first steel ropes and a plurality of second steel ropes are arranged between the first plate and the second plate, a plurality of first steel ropes are sequentially connected with a plurality of second steel ropes, the first steel ropes are mutually perpendicular to the second steel ropes, and one ends of the first steel ropes are arranged at the upper end inside the first plate. According to the utility model, the second first steel cable is used as the first steel cable to share the force, and the force can be discharged step by step through the first transmission plate and the second transmission plate by the five first steel cables, so that the force can be discharged step by step through the third transmission plate and the fourth transmission plate at the position of the second steel cable in the same air connection, and the force can be discharged step by step through the third transmission plate and the fourth transmission plate at the position of the second steel cable in the opposite direction.
Description
Technical Field
The utility model relates to the technical field of shear wallboards, in particular to a shear wallboard.
Background
The shear wall structure is a structure which uses reinforced concrete wall plates to replace beam columns in a frame structure, can bear internal force caused by various loads and can effectively control horizontal force of the structure, and the structure which uses the reinforced concrete wall plates to bear vertical and horizontal force is called as a shear wall structure. The structure is applied in high-rise houses in a large quantity, the shear wall structure refers to a structure in which all the longitudinal and transverse main bearing structures are structural walls, when the walls are positioned in proper positions in a building, the structure system can effectively resist horizontal action, and meanwhile, the space division effect can be achieved, wherein the traditional shear wall is developed into modularized combined installation, so that the traditional shear wall plate is prefabricated, and when construction is needed, the modularized shear wall plate is brought into a construction site for assembly.
However, the existing shear wallboard has good toughness, but has poor impact resistance, and is assembled in a combined way, so that when the shear wallboard is impacted by larger external force, the shear wallboard is easy to crack and separate from the main body, and the impact resistance is poor.
Disclosure of Invention
The utility model provides a shear wallboard which has the beneficial effect of strong impact force.
The utility model provides the following technical scheme: a shear wall panel comprising:
a first plate and a second plate;
the first plate is connected with the second plate, a plurality of first steel ropes and a plurality of second steel ropes are arranged between the first plate and the second plate, the plurality of first steel ropes are sequentially connected with the plurality of second steel ropes, the plurality of first steel ropes are mutually perpendicular to the plurality of second steel ropes, one end of each first steel rope is arranged at the upper end inside the first plate, one end of each second steel rope is arranged at one end close to the inside of the second plate, the plurality of second steel ropes are mutually perpendicular to the plurality of first steel ropes, the other end of each first steel rope penetrates through the first plate, and one end of each second steel rope penetrates through the second plate;
the upper ends of the first plate and the second plate are respectively provided with a first connecting groove, and one ends of the first plate and the second plate are respectively provided with a second connecting groove.
As an alternative to the shear wall panel of the utility model, wherein: one end of each of the plurality of first steel cables is provided with a first connecting plate, and one end of each of the plurality of second steel cables is provided with a second connecting plate.
As an alternative to the shear wall panel of the utility model, wherein: the second plate is internally provided with a first adjusting groove, a plurality of first steel cables penetrate through the first adjusting groove and the second plate, a plurality of first steel cables are respectively provided with a second transmission plate and a first transmission plate, and the second transmission plates are far away from the first transmission plates.
As an alternative to the shear wall panel of the utility model, wherein: the inside of second board still is provided with the second adjustment tank, second adjustment tank and first adjustment tank mutually perpendicular, a plurality of the second cable wire runs through the second adjustment tank with the second board, a plurality of install third drive plate and fourth drive plate on the second cable wire respectively, the third drive plate is kept away from the fourth drive plate.
As an alternative to the shear wall panel of the utility model, wherein: the first plate and the second plate are made of concrete, and a plurality of reinforcing steel bars are further arranged in the first plate and the second plate.
As an alternative to the shear wall panel of the utility model, wherein: both ends of the third transmission plate are operably abutted against one end of the fourth transmission plate, and both ends of the second transmission plate are operably abutted against one end of the first transmission plate.
The utility model has the following beneficial effects:
1. the first steel ropes of the first shear wall are pulled through the second shear wall to realize unloading force, and when the first steel ropes are connected with the second steel ropes, the first steel ropes can also pull the second steel ropes to enable the first steel ropes to disperse transverse force to the second steel ropes, so that the second steel ropes bear longitudinal force, the impact resistance of the shear wall is further improved, the toughness is strong, and when the second shear wall is impacted longitudinally, the second steel ropes can also utilize the first steel ropes to unload force, so that the device can better impact resistance.
2. This shear force wallboard is first cable sharing power through the first cable of second, so the stack for five first cables can realize unloading step by step through first drive plate and second drive plate, finally with the gas company branch, third drive plate and the fourth drive plate of the second cable department of the contrary can also realize unloading step by step, and second cable and first cable can also cooperate each other, and the shared power has further increaseed shear force wall shock resistance.
Drawings
Fig. 1 is a schematic diagram of the overall structure of the present utility model.
Fig. 2 is a cross-sectional view of the entire present utility model.
In the figure: 1. a first plate; 2. a second plate; 3. a first connection groove; 4. a second connecting groove; 5. a first wire rope; 6. a first connection plate; 7. a second connecting plate; 8. a second wire rope; 9. a first adjustment tank; 10. a second regulating groove; 11. a first drive plate; 12. a second drive plate; 13. a third drive plate; 14. and a fourth drive plate.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Example 1
Referring to fig. 1-2, a shear wallboard comprises a first plate 1 and a second plate 2, wherein the first plate 1 is connected with the second plate 2, a plurality of first steel cables 5 and a plurality of second steel cables 8 are installed between the first plate 1 and the second plate 2, the plurality of first steel cables 5 are sequentially connected with the plurality of second steel cables 8, the plurality of first steel cables 5 are mutually perpendicular to the plurality of second steel cables 8, one end of the plurality of first steel cables 5 is installed at the upper end inside the first plate 1, one end of the plurality of second steel cables 8 is installed at one end close to the inside of the second plate 2, the plurality of second steel cables 8 are mutually perpendicular to the plurality of first steel cables 5, the other end of the plurality of first steel cables 5 penetrates through the first plate 1, one end of the plurality of second steel cables 8 penetrates through the second plate 2, the upper ends of the first plate 1 and the second plate 2 are respectively provided with a first connecting groove 3, and one ends of the first plate 1 and the second plate 2 are respectively provided with a second connecting groove 4.
Specifically, the first plate 1 and the second plate 2 are combined to form a shear wall, and when a larger wall needs to be assembled, the shear wall is formed by a plurality of shear walls, and the shear walls are combined in a modularized mode to form a wall.
Specifically, according to fig. 2, five first steel cables 5 are sequentially arranged from top to bottom, namely, a first steel cable 5, a second first steel cable 5, a third first steel cable 5, a fourth first steel cable 5 and a fifth first steel cable 5, and five second steel cables 8 are sequentially arranged from left to right, namely, a first second steel cable 8, a third second steel cable 8, a fourth second steel cable 8 and a fifth second steel cable 8.
Further, the five first steel cables 5 of the first shear wall are installed on the second connecting groove 4 at one side of the second shear wall through cement, the five second steel cables 8 of the first shear wall are installed at the first connecting groove 3 at the upper end of the second shear wall through cement, so that the first steel cables 5 and the second steel cables 8 on the first shear wall are connected with the second shear wall, and the first steel cables 5 and the second steel cables 8 on the first shear wall are assembled and spliced until a complete large wall is formed.
Specifically, when the second shear wall receives a transverse impact, the five first steel cables 5 of the first shear wall are pulled through the second shear wall to realize unloading force, and when the first steel cables 5 of the first shear wall are connected with the second steel cables 8, the first steel cables 5 also pull the second steel cables 8 to enable the first steel cables 5 to disperse the transverse force to the second steel cables 8, so that the second steel cables 8 bear the longitudinal force, the impact resistance of the shear wall is further improved, the toughness is strong, and when the second shear wall receives the longitudinal impact, the second steel cables 8 also utilize the first steel cables 5 to unload force, so that the device can better resist the impact.
Further, a first connection plate 6 is installed at one end of the plurality of first steel cables 5, and a second connection plate 7 is installed at one end of the plurality of second steel cables 8.
Further, a first adjusting groove 9 is formed in the second plate 2, a plurality of first steel cables 5 penetrate through the first adjusting groove 9 and the second plate 2, a second transmission plate 12 and a first transmission plate 11 are respectively mounted on the plurality of first steel cables 5, and the second transmission plate 12 is far away from the first transmission plate 11.
Specifically, the second plate 2 is further provided with a second adjusting groove 10 inside, the second adjusting groove 10 is perpendicular to the first adjusting groove 9, a plurality of second steel cables 8 penetrate through the second adjusting groove 10 and the second plate 2, a third transmission plate 13 and a fourth transmission plate 14 are respectively installed on the plurality of second steel cables 8, and the third transmission plate 13 is far away from the fourth transmission plate 14.
Specifically, force is unloaded step by step: according to fig. 2, when the second shear wall pulls the first steel cable 5, the first steel cable 5 is connected with only the first second steel cable 8, so that the first steel cable 5 can achieve accurate force release through the first second steel cable 8 without damaging other first steel cable 5 and second steel cable 8, when the first steel cable 5 is pulled to a limit by the second shear wall, the second transmission plate 12 on the first steel cable 5 is abutted against the first transmission plate 11 on the second first steel cable 5, the second transmission plate 12 can pull the first transmission plate 11 to slide leftwards, the first steel ropes 5 share force through the second first steel ropes 5, so that the first steel ropes 5 can realize gradual force unloading through the first transmission plate 11 and the second transmission plate 12, and finally, the third transmission plate 13 and the fourth transmission plate 14 at the position of the second steel ropes 8 can also realize gradual force unloading through gas connection, and the second steel ropes 8 and the first steel ropes 5 can also mutually cooperate to distribute force, so that the impact resistance of the shear wall is further increased.
Specifically, the materials of the first plate 1 and the second plate 2 are concrete, and a plurality of reinforcing steel bars are further arranged in the first plate 1 and the second plate 2.
Specifically, both ends of the third transmission plate 13 are operatively abutted against one end of the fourth transmission plate 14, and both ends of the second transmission plate 12 are operatively abutted against one end of the first transmission plate 11.
It is noted that relational terms such as first and second, and the like are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Moreover, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
It should be noted that, in this context, the embodiments may be used in combination with each other.
The foregoing is merely a preferred embodiment of the present utility model, and it should be noted that it will be apparent to those skilled in the art that several modifications and variations can be made without departing from the technical principle of the present utility model, and these modifications and variations should also be regarded as the scope of the utility model.
Claims (6)
1. A shear wall panel, comprising:
a first plate (1) and a second plate (2);
the first plate (1) is connected with the second plate (2), a plurality of first steel cables (5) and a plurality of second steel cables (8) are arranged between the first plate (1) and the second plate (2), the plurality of first steel cables (5) are sequentially connected with the plurality of second steel cables (8), the plurality of first steel cables (5) are mutually perpendicular to the plurality of second steel cables (8), one end of the plurality of first steel cables (5) is arranged at the upper end inside the first plate (1), one end of the plurality of second steel cables (8) is arranged at one end close to the inside of the second plate (2), the plurality of second steel cables (8) are mutually perpendicular to the plurality of first steel cables (5), the other ends of the plurality of first steel cables (5) penetrate through the first plate (1), and one ends of the plurality of second steel cables (8) penetrate through the second plate (2);
the upper ends of the first plate (1) and the second plate (2) are respectively provided with a first connecting groove (3), and one ends of the first plate (1) and the second plate (2) are respectively provided with a second connecting groove (4).
2. A shear wall panel according to claim 1, wherein: one end of each of the first steel cables (5) is provided with a first connecting plate (6), and one end of each of the second steel cables (8) is provided with a second connecting plate (7).
3. A shear wall panel according to claim 1, wherein: the second plate (2) is internally provided with a first adjusting groove (9), a plurality of first steel cables (5) penetrate through the first adjusting groove (9) and the second plate (2), a plurality of second transmission plates (12) and first transmission plates (11) are respectively installed on the first steel cables (5), and the second transmission plates (12) are far away from the first transmission plates (11).
4. A shear wall panel according to claim 3, wherein: the inside of second board (2) still is provided with second adjustment tank (10), second adjustment tank (10) and first adjustment tank (9) mutually perpendicular, a plurality of second cable (8) run through second adjustment tank (10) with second board (2), a plurality of install third drive plate (13) and fourth drive plate (14) on second cable (8) respectively, third drive plate (13) are kept away from fourth drive plate (14).
5. A shear wall panel according to claim 1, wherein: the first plate (1) and the second plate (2) are made of concrete, and a plurality of reinforcing steel bars are further arranged in the first plate (1) and the second plate (2).
6. A shear wall panel as claimed in claim 4, wherein: both ends of the third transmission plate (13) are operably abutted against one end of the fourth transmission plate (14), and both ends of the second transmission plate (12) are operably abutted against one end of the first transmission plate (11).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202223090206.7U CN220150598U (en) | 2022-11-16 | 2022-11-16 | Shear wallboard |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202223090206.7U CN220150598U (en) | 2022-11-16 | 2022-11-16 | Shear wallboard |
Publications (1)
Publication Number | Publication Date |
---|---|
CN220150598U true CN220150598U (en) | 2023-12-08 |
Family
ID=89016126
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202223090206.7U Active CN220150598U (en) | 2022-11-16 | 2022-11-16 | Shear wallboard |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN220150598U (en) |
-
2022
- 2022-11-16 CN CN202223090206.7U patent/CN220150598U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Mohebbi et al. | Experiments on seismic behaviour of steel sheathed cold-formed steel shear walls cladded by gypsum and fiber cement boards | |
US9518401B2 (en) | Open web composite shear connector construction | |
Al-Kharat et al. | Inelastic performance of cold-formed steel strap braced walls | |
AU2004222807B2 (en) | Wood-Concrete-Composite Systems | |
Mortazavi et al. | Lateral behaviour of hybrid cold-formed and hot-rolled steel wall systems: Experimental investigation | |
CN107130716B (en) | Post-pouring tooth slot connection assembly type building roof | |
US4195453A (en) | Modular, multi-floor building | |
CN110005069B (en) | Multi-layer assembled modular house | |
CN220150598U (en) | Shear wallboard | |
CN211817259U (en) | Bidirectional damping connecting device for aerated concrete externally-hung wall plate | |
Mowrtage et al. | Load carrying capacity enhancement of cold formed steel walls using shotcreted steel sheets | |
WO2019050475A1 (en) | A method for constructing a building | |
EP3147418A1 (en) | Light-weight and modular construction system | |
CN108360682A (en) | A kind of construction process of three-dimensional building module and three-dimensional building module | |
CN209941962U (en) | Vertical connection structure of assembled shear force wall | |
CN216042835U (en) | Layer adding device with light wall board for raising frame structure | |
CN107355027B (en) | Section steel concrete shear wall assembly type space modularized structural system and construction method | |
Wu et al. | Large-scale shaking table tests of a six-story floor-by-floor assembled CFS frame-framing shear wall structure | |
CN115110694A (en) | Novel light gauge steel fire prevention composite wall panel and wall body convenient to installation | |
CN102021952A (en) | Building gas explosion wall structure | |
CN209891381U (en) | Building structure | |
US10745903B1 (en) | Building including horizontally-oriented reinforced transfer beams and a fabrication method therefor | |
CN114250909A (en) | Quick-mounting low-level prestressed rigid frame beam | |
CN109779040B (en) | Prefabricated light wood structure and mounting method thereof | |
CN108952285B (en) | Steel plate concrete combined wallboard side energy consumption resisting device for modularized building |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |