CN201614664U - Horizontal connecting node of L-shaped wall - Google Patents
Horizontal connecting node of L-shaped wall Download PDFInfo
- Publication number
- CN201614664U CN201614664U CN2010201252505U CN201020125250U CN201614664U CN 201614664 U CN201614664 U CN 201614664U CN 2010201252505 U CN2010201252505 U CN 2010201252505U CN 201020125250 U CN201020125250 U CN 201020125250U CN 201614664 U CN201614664 U CN 201614664U
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- wall
- steel plate
- dry wall
- embedded part
- prefabricated wall
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Abstract
The utility model discloses a horizontal connecting node of an L-shaped wall, comprising a first prefabricated wall (1) and a second prefabricated wall (2), wherein an L-shaped structure is formed between the first prefabricated wall (1) and the second prefabricated wall (2); the horizontal connecting node of the L-shaped wall is characterized in that the connecting end of the first prefabricated wall (1) and the second prefabricated wall (2) is provided with an abutted seam of being 10-15mm; and the nodes of the first prefabricated wall (1) and the second prefabricated wall (2) are further respectively provided with a first steel plate embedded part (4) and a second steel plate embedded part (5) which are connected by the welding of an additional connecting steel plate (6). The horizontal connecting node of the L-shaped wall has simple structure, convenient construction and low cost, realizes the integrated prefabricated wall by arrangement of the abutted seam mode between the two prefabricated walls and utilization of the additional connecting steel plate, can well bear external force in horizontal direction and has the characteristics of shock absorption and safety.
Description
Technical field
The utility model relates to a kind of L type wall horizontal connecting node, belongs to the building structure technology field.
Background technology
Wall is the body of wall that is watered by steel concrete, by bearing vertically and the structure of horizontal force that wall is formed, become wall construction, one of them important effect of wall is exactly to be used for resisting horizontal force, and the horizontal shear that will resist of highrise building is so long as seimic, so wall is the horizontal shear of control structure more effectively, opposing destroys, antidetonation.And between wall and wall, need to connect as a whole, so that it keeps continuously, under the effect of external force such as seismic forces, can transmit horizontal shear and vertical counter-force etc., therefore, the connection between the wall is most important, and most employing of the node connected horizontally between present wall and the wall is being provided with horizontal reinforcement within the walls, horizontal reinforcement is 90 ° of bendings at the node place, and this kind mode makes that amount of reinforcement is big, cost is higher and transmits external force limited in one's ability of horizontal direction.
The utility model content
In order to overcome the deficiencies in the prior art, the purpose of this utility model is to provide a kind of and L type wall whole at the node place can be connected, makes wall bear the strong L type wall horizontal connecting node of ability of the external force of horizontal direction.
The utility model is achieved through the following technical solutions:
A kind of L type wall horizontal connecting node, comprise first dry wall and second dry wall, constitute L type structure between the two, it is characterized in that, be provided with the piece of 10～15mm at first dry wall and the second dry wall link, and also be respectively arranged with the first steel plate embedded part and the second steel plate embedded part at the node place of first dry wall and second dry wall, be welded to connect by the additional steel plate that connects between the first steel plate embedded part and the second steel plate embedded part.
Further, Grouting Pipe is all left in above-mentioned first dry wall and the bottom of second dry wall.
And the degree of depth that the described first steel plate embedded part is embedded into first dry wall is not less than 15mm, and the degree of depth that the second steel plate embedded part is embedded into second dry wall is not less than 15mm.
The beneficial effects of the utility model are: simple in structure, the easy construction of the utility model, and cost is low, by the mode of piece is set between two dry walls, utilize the additional steel plate that connects to realize that dry wall forms an integral body, the utility model can bear the external force of horizontal direction well, has the characteristic of antidetonation, safety.
Description of drawings
Fig. 1 is the structural representation of the utility model one embodiment.
Main Reference numeral implication is among the figure:
1, first dry wall 2, second dry wall 3, Grouting Pipe
4, the first steel plate embedded part 5, the second steel plate embedded part 6, the additional steel plate that connects
The specific embodiment
Below in conjunction with accompanying drawing, describe the specific embodiment of the present utility model in detail:
Fig. 1 is the structural representation of the utility model one embodiment.
As shown in Figure 1: L type wall horizontal connecting node structure, comprise first dry wall 1 and second dry wall 2, constitute L type structure between the two, be provided with the piece of 10～15mm at first dry wall 1 and second dry wall, 2 links, and also be respectively arranged with the first steel plate embedded part 4 and the second steel plate embedded part 5 at the node place of first dry wall 1 and second dry wall 2, be welded to connect by the additional steel plate 6 that connects between the first steel plate embedded part 4 and the second steel plate embedded part 5, wherein, the degree of depth that the first steel plate embedded part 4 is embedded into first dry wall 1 is not less than 15mm, the degree of depth that the second steel plate embedded part 5 is embedded into second dry wall 2 also is not less than 15mm, and also all leaves Grouting Pipe 3 in the bottom of first dry wall 1 and second dry wall 2.
The job practices of L type wall horizontal connecting node structure of the present utility model is:
At first, when prefabricated first dry wall 1, it is 18mm that the degree of depth that the first steel plate embedded part, 4, the first steel plate embedded parts 4 are embedded into first dry wall 1 is set at the node place of first dry wall 1 and second dry wall 2 earlier in advance, and leaves Grouting Pipe 3;
Secondly, when prefabricated second dry wall 2, it is 18mm that the degree of depth that the second steel plate embedded part, 5, the second steel plate embedded parts 5 are embedded into second dry wall 2 is set at the node place of first dry wall 1 and second dry wall 2 earlier in advance, and leaves Grouting Pipe 3;
At last, the additional two ends that connect steel plate 6 are fixed respectively at the first steel plate embedded part 4 and 5 welding of the second steel plate embedded part, thereby realize that two prefabricated integral body of setting up wall connect, and the utility model is simple in structure, can bear the external force of horizontal direction well, has guaranteed the safety of building.
Below disclose the utility model with preferred embodiment, so it is not in order to restriction the utility model, and all employings are equal to replaces or technical scheme that the equivalent transformation mode is obtained, all drops within the protection domain of the present utility model.
Claims (3)
1. L type wall horizontal connecting node, comprise first dry wall (1) and second dry wall (2), constitute L type structure between the two, it is characterized in that, be provided with the piece of 10～15mm at first dry wall (1) and second dry wall (2) link, and also be respectively arranged with the first steel plate embedded part (4) and the second steel plate embedded part (5) at the node place of first dry wall (1) and second dry wall (2), be welded to connect by the additional steel plate (6) that connects between the first steel plate embedded part (4) and the second steel plate embedded part (5).
2. L type wall horizontal connecting node according to claim 1 is characterized in that, Grouting Pipe (3) is all left in the bottom of described first dry wall (1) and second dry wall (2).
3. L type wall horizontal connecting node according to claim 1 and 2, it is characterized in that, the degree of depth that the described first steel plate embedded part (4) is embedded into first dry wall (1) is not less than 15mm, and the degree of depth that the second steel plate embedded part (5) is embedded into second dry wall (2) is not less than 15mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201252505U CN201614664U (en) | 2010-03-08 | 2010-03-08 | Horizontal connecting node of L-shaped wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201252505U CN201614664U (en) | 2010-03-08 | 2010-03-08 | Horizontal connecting node of L-shaped wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201614664U true CN201614664U (en) | 2010-10-27 |
Family
ID=43001035
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201252505U Expired - Fee Related CN201614664U (en) | 2010-03-08 | 2010-03-08 | Horizontal connecting node of L-shaped wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201614664U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101851964A (en) * | 2010-03-08 | 2010-10-06 | 南通建筑工程总承包有限公司 | L-shaped wall horizontal connecting node |
| CN111980219A (en) * | 2020-08-20 | 2020-11-24 | 中国建筑标准设计研究院有限公司 | Assembled integral steel plate composite shear wall and construction method thereof |
| CN111980220A (en) * | 2020-08-20 | 2020-11-24 | 中国建筑标准设计研究院有限公司 | Assembled integral multi-cavity steel plate composite shear wall and construction method thereof |
-
2010
- 2010-03-08 CN CN2010201252505U patent/CN201614664U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101851964A (en) * | 2010-03-08 | 2010-10-06 | 南通建筑工程总承包有限公司 | L-shaped wall horizontal connecting node |
| CN111980219A (en) * | 2020-08-20 | 2020-11-24 | 中国建筑标准设计研究院有限公司 | Assembled integral steel plate composite shear wall and construction method thereof |
| CN111980220A (en) * | 2020-08-20 | 2020-11-24 | 中国建筑标准设计研究院有限公司 | Assembled integral multi-cavity steel plate composite shear wall and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20101027 Termination date: 20150308 |
|
| EXPY | Termination of patent right or utility model |