CN203834681U - Contained embedded-column joint connection structure of multi-layer overlapped wall - Google Patents
Contained embedded-column joint connection structure of multi-layer overlapped wall Download PDFInfo
- Publication number
- CN203834681U CN203834681U CN201420105713.XU CN201420105713U CN203834681U CN 203834681 U CN203834681 U CN 203834681U CN 201420105713 U CN201420105713 U CN 201420105713U CN 203834681 U CN203834681 U CN 203834681U
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- Prior art keywords
- connection structure
- embedded
- column joint
- prefabricated walls
- sleeper
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- Expired - Lifetime
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Abstract
The utility model discloses a contained embedded-column joint connection structure of a multi-layer overlapped wall. The contained embedded-column joint connection structure has the advantages of consuming little concrete and being short in construction time. The contained embedded-column joint connection structure comprises prefabricated walls, embedded-column connection steel bars are arranged in the prefabricated walls in a matched mode, are vertically or transversely arranged in the prefabricated walls and stretch out of the prefabricated walls; the parts stretching out of the prefabricated walls form connection ribs provided with bent connectors; the connection ribs of the adjacent prefabricated walls are mutually connected. According to the contained embedded-column joint connection structure of the multi-layer overlapped wall, in the construction process, concrete can be poured into every two adjacent walls by cooperation among the prefabricated walls, the embedded-column connection steel bars, the connection ribs and the connectors, on one hand, construction time is saved, and on the other hand, the concrete is saved.
Description
Technical field
The utility model relates to a kind of building operations structure, particularly relates to a kind of multilayer build-up wall internal sleeper node connecting structure.
Background technology
Along with raising and the environmental protection requirement of social development, labor cost, suitability for industrialized production building advantage, by increasing, therefore needs to strengthen the design and researchp to industrialized building.Superimposed wall technology is the production technology of China's Introduced from Japan and European Union, because European Union is mostly multistory building and non-Anti-Seismic Region, and superimposed wall performance and connected mode Da Budao China seismic design Compulsory Feature.Node is connected to content and to be connected kind less, do not reach design and ask.Existing connected mode exist on-the-spot reinforcing bar and concrete amount large, the shortcoming such as on-site construction time is long.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of multilayer build-up wall internal sleeper node connecting structure that reduces concrete, shortens the engineering time.
The utility model solves the technical scheme that its technical problem adopts: multilayer build-up wall internal sleeper node connecting structure, comprise precast wall body, at this precast wall body, be combined with sleeper connecting reinforcement, this sleeper connecting reinforcement is vertically inner or lateral arrangement along precast wall body, and stretches out precast wall body; The part of stretching out precast wall body forms dowel, is provided with the connector of bending on this dowel; The dowel of contiguous prefabricated body of wall interconnects.
Between described sleeper connecting reinforcement, be also connected with muscle rib.
The beneficial effects of the utility model: multilayer build-up wall internal sleeper node connecting structure of the present utility model, during construction, adjacent two bodies of wall can pass through the cooperation of precast wall body, sleeper connecting reinforcement, dowel, connector, then concreting, saved the engineering time on the one hand, saved on the other hand concrete.
Accompanying drawing explanation
Fig. 1 is a kind of " L " character form structure schematic diagram of multilayer build-up wall internal sleeper node connecting structure in the utility model embodiment;
Fig. 2 is a kind of " one " character form structure schematic diagram of multilayer build-up wall internal sleeper node connecting structure in the utility model embodiment;
Fig. 3 is a kind of " T " character form structure schematic diagram of multilayer build-up wall internal sleeper node connecting structure in the utility model embodiment;
In figure, 1-precast wall body, 2-sleeper connecting reinforcement, 3-dowel, 4-connector, 5-muscle rib.
The specific embodiment
Below in conjunction with drawings and Examples, the utility model is further illustrated.
As shown in Figure 1 to Figure 3, multilayer build-up wall internal sleeper node connecting structure, comprises precast wall body 1, at this precast wall body 1, is combined with sleeper connecting reinforcement 2, and this sleeper connecting reinforcement 2 is vertically inner or lateral arrangement along precast wall body 1, and stretches out precast wall body 1; The part of stretching out precast wall body 1 forms dowel 3, is provided with the connector 4 of bending on this dowel 3; The dowel 3 of contiguous prefabricated body of wall 1 interconnects.Multilayer build-up wall internal sleeper node connecting structure of the present utility model, during construction, adjacent two bodies of wall can pass through the cooperation of precast wall body 1, sleeper connecting reinforcement 2, dowel 3, connector 4, by colligation or be welded to connect, then concreting, saved the engineering time on the one hand, saved on the other hand concrete.It should be noted that polylith precast wall body 1 can form difform structure, as two precast wall bodies 1 can be combined into " one " font and " L " shape, three precast wall bodies 1 can be combined into " T " character form structure.
As preferably, between described sleeper connecting reinforcement 2, be also connected with muscle rib 5, strengthened the stability of whole wall body structure.
Claims (2)
1. multilayer build-up wall internal sleeper node connecting structure, it is characterized in that: comprise precast wall body (1), at this precast wall body (1), be combined with sleeper connecting reinforcement (2), this sleeper connecting reinforcement (2) is vertically inner or lateral arrangement along precast wall body (1), and stretches out precast wall body (1); The part of stretching out precast wall body (1) forms dowel (3), is provided with the connector (4) of bending on this dowel (3); The dowel (3) of contiguous prefabricated body of wall (1) interconnects.
2. multilayer build-up wall internal sleeper node connecting structure according to claim 1, is characterized in that: between described sleeper connecting reinforcement (2), be also connected with muscle rib (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420105713.XU CN203834681U (en) | 2014-03-10 | 2014-03-10 | Contained embedded-column joint connection structure of multi-layer overlapped wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420105713.XU CN203834681U (en) | 2014-03-10 | 2014-03-10 | Contained embedded-column joint connection structure of multi-layer overlapped wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203834681U true CN203834681U (en) | 2014-09-17 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420105713.XU Expired - Lifetime CN203834681U (en) | 2014-03-10 | 2014-03-10 | Contained embedded-column joint connection structure of multi-layer overlapped wall |
Country Status (1)
| Country | Link |
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| CN (1) | CN203834681U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109024251A (en) * | 2018-10-10 | 2018-12-18 | 南京林业大学 | A kind of prefabrication and assembly construction folded type reinforced concrete bridge pier structure |
-
2014
- 2014-03-10 CN CN201420105713.XU patent/CN203834681U/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109024251A (en) * | 2018-10-10 | 2018-12-18 | 南京林业大学 | A kind of prefabrication and assembly construction folded type reinforced concrete bridge pier structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 230601 no.7699, Fanfu Avenue, Hefei Economic and Technological Development Zone, Anhui Province Patentee after: ANHUI PROVINCIAL ARCHITECTURAL DESIGN AND RESEARCH INSTITUTE Co.,Ltd. Address before: 230601 intersection of busy Avenue and Susong Road, Hefei Economic and Technological Development Zone, Anhui Province Patentee before: Anhui architectural design and Research Institute Limited by Share Ltd. Address after: 230601 intersection of busy Avenue and Susong Road, Hefei Economic and Technological Development Zone, Anhui Province Patentee after: Anhui architectural design and Research Institute Limited by Share Ltd. Address before: Ring road Luyang District of Hefei City, Anhui Province, No. 28 230000 Patentee before: ANHUI PROVINCIAL ARCHITECTURAL DESIGN AND RESEARCH INSTITUTE Co.,Ltd. |
|
| CP03 | Change of name, title or address | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140917 |
|
| CX01 | Expiry of patent term |