CN201268918Y - Concealed column vertical reinforced bar with frame structure - Google Patents
Concealed column vertical reinforced bar with frame structure Download PDFInfo
- Publication number
- CN201268918Y CN201268918Y CNU2008200394554U CN200820039455U CN201268918Y CN 201268918 Y CN201268918 Y CN 201268918Y CN U2008200394554 U CNU2008200394554 U CN U2008200394554U CN 200820039455 U CN200820039455 U CN 200820039455U CN 201268918 Y CN201268918 Y CN 201268918Y
- Authority
- CN
- China
- Prior art keywords
- joint
- frame structure
- utility
- model
- reinforcing steel
- 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
Images
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model discloses a vertical reinforcing steel bar for reinforcing concealed columns in a frame structure. Sections of reinforcing steel bars are connected into a whole by joints, and each section of reinforcing steel bar has a length to meet the need that every two storeys have one joint. The utility model has reasonable structure, low construction cost and better work effect, uses less joints, improves the work efficiency, reduces the labor intensity, shortens the construction period, and better ensures the construction quality a.
Description
Technical field:
The utility model relates to the reinforcing bar that a kind of fabric structure uses.
Background technology:
In frame construction, shear wall structure, run into the problem that a large amount of posts is connected with the sleeper reinforcing bar.Generally mostly be forms such as mechanical splice is set layer by layer, it is more concentrated that joint is provided with, and makes the construction trouble, the cost height.
Summary of the invention:
It is a kind of rational in infrastructure that the purpose of this utility model is to provide, the sleeper vertical reinforcement of the frame construction of good working effect.
Technical solution of the present utility model is:
A kind of sleeper vertical reinforcement of frame construction is characterized in that: connect into integral body by each lengths of rebar by joint, the length of each lengths of rebar satisfies in per 2 floors only a joint.
Described joint is a plumb joint.The length of each lengths of rebar is 5~8 meters.
The utility model is rational in infrastructure, and joint is few, and engineering cost is low, improves work efficiency, reduces labor intensity, and the reduction of erection time, quality has also obtained better assurance, good working effect.
Description of drawings:
The utility model is described in further detail below in conjunction with drawings and Examples.
Fig. 1 is the configuration diagram of an embodiment of the utility model.
The specific embodiment:
A kind of sleeper vertical reinforcement of frame construction connects into integral body by each lengths of rebar 1 by plumb joint 2, and the length of each lengths of rebar satisfies only a joint (generally the length of each lengths of rebar is 5~8 meters) in per 2 floors.
Claims (3)
1, a kind of sleeper vertical reinforcement of frame construction is characterized in that: connect into integral body by each lengths of rebar by joint, the length of each lengths of rebar satisfies in per 2 floors only a joint.
2, the sleeper vertical reinforcement of frame construction according to claim 1 is characterized in that: described joint is a plumb joint.
3, the sleeper vertical reinforcement of frame construction according to claim 1 is characterized in that: the length of each lengths of rebar is 5~8 meters.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNU2008200394554U CN201268918Y (en) | 2008-08-26 | 2008-08-26 | Concealed column vertical reinforced bar with frame structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNU2008200394554U CN201268918Y (en) | 2008-08-26 | 2008-08-26 | Concealed column vertical reinforced bar with frame structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN201268918Y true CN201268918Y (en) | 2009-07-08 |
Family
ID=40841515
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CNU2008200394554U Expired - Fee Related CN201268918Y (en) | 2008-08-26 | 2008-08-26 | Concealed column vertical reinforced bar with frame structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN201268918Y (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103510660A (en) * | 2013-09-18 | 2014-01-15 | 天津银龙预应力材料股份有限公司 | Fixed length steel wire |
CN104131706A (en) * | 2014-07-28 | 2014-11-05 | 中建一局集团建设发展有限公司 | Vertical steel bar two-layer connecting structure of concrete framework structure and construction method of vertical steel bar two-layer connecting structure |
-
2008
- 2008-08-26 CN CNU2008200394554U patent/CN201268918Y/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103510660A (en) * | 2013-09-18 | 2014-01-15 | 天津银龙预应力材料股份有限公司 | Fixed length steel wire |
CN104131706A (en) * | 2014-07-28 | 2014-11-05 | 中建一局集团建设发展有限公司 | Vertical steel bar two-layer connecting structure of concrete framework structure and construction method of vertical steel bar two-layer connecting structure |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN204023778U (en) | The connected node of prefabricated assembled concrete beam column | |
CN203452204U (en) | Connecting node of prefabricated hollow steel-reinforced concrete column and steel girder | |
CN201785865U (en) | Structure and system for house combining external prestress post tensioning method steel beam and pretensioning method prestress composite beam | |
CN104912190A (en) | Dry type joggle frame structure | |
CN104234192A (en) | Prestress concrete groove type plate with bent steel bars at upper part and framework structure system | |
CN105143570A (en) | Building structure and construction method for same | |
CN202248298U (en) | Node of steel reinforced concrete framework | |
CN103015630A (en) | Built-in polyvinyl chloride (PVC) pipe enhanced steel-encased concrete combined column | |
CN107905385A (en) | The assembled arthitecutral structure and method of construction that steel construction is combined with concrete structure | |
CN203867067U (en) | U-shaped steel concrete compound section beam | |
CN102425099B (en) | Large cantilever wave-purlin combined PC bridge and manufacture method thereof | |
CN203684526U (en) | PBL stiffened rectangular steel tube concrete space truss | |
CN206157913U (en) | Assembled square steel tube concrete post and girder steel connected node | |
CN205024833U (en) | Reinforcing bar concrete combination prefabricated component | |
CN205242701U (en) | Lattice formula shaped steel concrete shear force wall by batten plate connection | |
CN201268918Y (en) | Concealed column vertical reinforced bar with frame structure | |
CN204023777U (en) | The connected node of prefabricated assembled concrete beam column | |
CN204715764U (en) | The structure that a kind of constructional column and agent structure are constructed simultaneously | |
CN201730330U (en) | Beam formwork for building | |
CN203834737U (en) | Cross-shaped prefabricated mixed coupled wall | |
CN203080955U (en) | Structure for adding corbels on reinforced concrete column | |
CN105937290A (en) | Steel-reinforced concrete column with high length-width ratio and structure thereof and construction method | |
CN202767286U (en) | Connection joint of precast concrete shear wall and main steel structure | |
CN205153212U (en) | Steel pipe concrete shear force wall and building | |
CN205776898U (en) | Overall assembled reinforced concrete shear wall structure system |
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: 20090708 Termination date: 20150826 |
|
EXPY | Termination of patent right or utility model |