CN203559505U - Cast-in-place light steel bar truss wall - Google Patents
Cast-in-place light steel bar truss wall Download PDFInfo
- Publication number
- CN203559505U CN203559505U CN201320751549.5U CN201320751549U CN203559505U CN 203559505 U CN203559505 U CN 203559505U CN 201320751549 U CN201320751549 U CN 201320751549U CN 203559505 U CN203559505 U CN 203559505U
- Authority
- CN
- China
- Prior art keywords
- steel bar
- wall
- cast
- bar girder
- place light
- 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 - Lifetime
Links
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
A cast-in-place light steel bar truss wall is composed of steel bar trusses, horizontal steel bars, filling materials, connecting pieces and die plates. A plurality of steel bar trusses are vertically arranged at certain intervals to form truss units, and the ends of the steel bar trusses are connected with a floor beam or a floor plate through the connecting pieces. Each truss unit is connected with the corresponding steel bar, the horizontal steel bars are arranged on the inner sides of the steel bar trusses, and the ends of the horizontal steel bars are connected with framework columns through the connecting pieces. Every two truss units are arranged in parallel to define a cavity, the horizontal steel bars are placed on the inner sides, the die plates are arranged on the outer side faces of the truss units, and two die plates are penetrated by screw rods to be tightened and fixed. The die plates are provided with grouting holes, the filling materials are poured through the grouting holes, and the die plates are dismounted after the filling materials are set and hardened. According to the cast-in-place light steel bar truss wall, the wholeness of the wall is good, the self weight is low, pouring of the filling materials is convenient, laying of pipelines is convenient, the using quantity of the materials is small, and the economic performance is excellent.
Description
Technical field
The utility model belongs to structural engineering technical field, particularly a kind of cast-in-place light steel bar girder body of wall.
Background technology
At present domestic have multiple construction wall using, as monolithic, assembling, building block etc.Various bodies of wall respectively have its pluses and minuses.The fire prevention of light block body of wall and sound insulation value are good, but its body of wall globality is poor, and the hanging force of body of wall is low, and hydroelectric line is dug and buried underground again after need waiting wall construction to complete.The advantages such as assembling wall weight is light, body of wall is thin, job site is clean, but water resistance is poor, hanging force is low, and hydroelectric line is dug and is buried underground again after need waiting wall construction to complete.The monolithic body of wall using at present all be take grouting wall as main, is inside provided with lightgage steel joist.This wall light is high-strength, and anti-seismic performance is good, and pipe installation is convenient, is particularly useful for steel house.But it is large that shortcoming is rolled steel dosage, lightgage steel joist is divided into several tube chambers by body of wall, and packing material perfusion is inconvenient.
Summary of the invention
In order to overcome the deficiencies in the prior art, the utility model provides a kind of cast-in-place light steel bar girder body of wall.
The utility model solves the technical scheme that its technical problem adopts:
A kind of cast-in-place light steel bar girder body of wall, by steel bar girder, horizontal reinforcement, packing material, connector and template, formed, some steel bar girders keep at a certain distance away and vertically arrange and form truss element, and the termination of steel bar girder is connected with floor beam or floor by connector; Each truss element is connected with described horizontal reinforcement, and described horizontal reinforcement is arranged in the inner side of steel bar girder, and horizontal reinforcement termination is connected with frame column by connector; Every two truss elements are arranged in parallel and surround chamber, and horizontal reinforcement is positioned at inner side, and described truss element lateral surface is provided with template, and cope and drag pattern plate is by fixing wearing screw rod tensioning; In described template, offer grout hole, described packing material pours into by grout hole, stripping after inserts setting and harden.
Described steel bar girder form is serpentine truss structural.
Described packing material is foam concrete or light aggregate haydite concrete.
Described template is finished product aluminum alloy mould plate or steel form.
Described connector is angle steel or clod wash channel-section steel.
The beneficial effects of the utility model are mainly manifested in: 1, body of wall good integrity; 2, from heavy and light; 3, inserts perfusion is convenient; 4, pipe installation is convenient; 5, material usage is little, and economic performance is superior.
Accompanying drawing explanation
Fig. 1 is the elevational schematic view of the utility model embodiment 1;
Fig. 2 is the 1-1 generalized section of Fig. 1;
Fig. 3 is the 2-2 generalized section of Fig. 2;
Fig. 4 is the A place enlarged drawing of Fig. 3.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is further described, the present embodiment is implemented take technical solutions of the utility model under prerequisite, but protection domain of the present utility model is not limited to following embodiment.
With reference to accompanying drawing 1-4, a kind of cast-in-place light steel bar girder body of wall, by steel bar girder 2, horizontal reinforcement 3, packing material 5, connector 4 and template 6, formed, some steel bar girders keep at a certain distance away and vertically arrange and form truss element, and the top of steel bar girder is connected with floor beam or floor 10 by connector; Each truss element is connected with described horizontal reinforcement, and described horizontal reinforcement is arranged in the inner side of steel bar girder, and horizontal reinforcement termination is connected with frame column 1 by connector; Every two truss elements are arranged in parallel and surround chamber, and horizontal reinforcement is positioned at inner side, and described truss element lateral surface is provided with described template, and cope and drag pattern plate is by fixing wearing screw rod 8 tensionings; In described template, offer grout hole 7 and air-vent 9, described packing material pours into by grout hole, stripping after inserts setting and harden.Described steel bar girder form is serpentine truss structural.Described packing material is foam concrete or light aggregate haydite concrete.Described template is finished product aluminum alloy mould plate or steel form.Described connector is angle steel or clod wash channel-section steel.
Claims (6)
1. a cast-in-place light steel bar girder body of wall, it is characterized in that: by steel bar girder, horizontal reinforcement, packing material, connector and template, formed, some steel bar girders keep at a certain distance away and vertically arrange and form truss element, and the top of steel bar girder is connected with floor beam or floor by connector;
Each truss element is connected with described horizontal reinforcement, and described horizontal reinforcement is arranged in the inner side of steel bar girder, and horizontal reinforcement termination is connected with frame column by connector;
Every two truss elements are arranged in parallel and surround chamber, and horizontal reinforcement is positioned at inner side, and described truss element lateral surface is provided with template, and cope and drag pattern plate is by fixing wearing screw rod tensioning; In described template, offer grout hole, described packing material pours into by grout hole, stripping after inserts setting and harden.
2. cast-in-place light steel bar girder body of wall as claimed in claim 1, is characterized in that: described steel bar girder form is serpentine truss structural.
3. cast-in-place light steel bar girder body of wall as claimed in claim 2, is characterized in that: in described template, also offer air-vent.
4. cast-in-place light steel bar girder body of wall as claimed in claim 3, is characterized in that: described packing material is foam concrete or light aggregate haydite concrete.
5. cast-in-place light steel bar girder body of wall as claimed in claim 3, is characterized in that: described connector is angle steel or clod wash channel-section steel.
6. cast-in-place light steel bar girder body of wall as claimed in claim 3, is characterized in that: described template is finished product aluminum alloy mould plate or steel form.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320751549.5U CN203559505U (en) | 2013-11-25 | 2013-11-25 | Cast-in-place light steel bar truss wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320751549.5U CN203559505U (en) | 2013-11-25 | 2013-11-25 | Cast-in-place light steel bar truss wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203559505U true CN203559505U (en) | 2014-04-23 |
Family
ID=50509236
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320751549.5U Expired - Lifetime CN203559505U (en) | 2013-11-25 | 2013-11-25 | Cast-in-place light steel bar truss wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203559505U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104929281A (en) * | 2015-06-25 | 2015-09-23 | 哈尔滨工业大学 | Steel bar truss stiffened steel concrete composite shear wall |
| CN106320568A (en) * | 2016-08-22 | 2017-01-11 | 北京迈瑞司建筑科技发展有限公司 | Production method of multi-rib composite wallboard |
| CN110616822A (en) * | 2019-09-27 | 2019-12-27 | 中国地质大学（北京） | Combined wall with L-shaped section of surface layer of light steel-steel cable-small-diameter material-composite board and manufacturing method thereof |
-
2013
- 2013-11-25 CN CN201320751549.5U patent/CN203559505U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104929281A (en) * | 2015-06-25 | 2015-09-23 | 哈尔滨工业大学 | Steel bar truss stiffened steel concrete composite shear wall |
| CN106320568A (en) * | 2016-08-22 | 2017-01-11 | 北京迈瑞司建筑科技发展有限公司 | Production method of multi-rib composite wallboard |
| CN106320568B (en) * | 2016-08-22 | 2018-09-28 | 北京迈瑞司建筑科技发展有限公司 | The production method of close rib composite wall board |
| CN110616822A (en) * | 2019-09-27 | 2019-12-27 | 中国地质大学（北京） | Combined wall with L-shaped section of surface layer of light steel-steel cable-small-diameter material-composite board and manufacturing method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207377168U (en) | Add layer steel column base node | |
| CN205502389U (en) | H shaped steel concrete beam based on channel -section steel and pull rod restraint | |
| CN105888108A (en) | Reinforced concrete shear wall with positioning prefabricated member inside and construction method of reinforced concrete shear wall | |
| CN108301531B (en) | Prefabricated built-in insulation layer concrete composite wall-light steel frame-floor connection node | |
| CN201649623U (en) | Large basement shear wall truss type steel pipe single-side support formwork structure | |
| CN106121086A (en) | A kind of concrete-filled steel square tubular column of band otic placode and the connecting structure of fabricated shear wall and the practice | |
| CN104763078A (en) | Shock-absorption type frame-shear wall combination structure system and construction method thereof | |
| CN203238783U (en) | Rectangular concrete filled steel tubular column and steel beam semi-rigid node structure | |
| CN204385886U (en) | Villages and small towns low layer assembling damping architectural structure system | |
| CN203684526U (en) | PBL stiffened rectangular steel tube concrete space truss | |
| CN203559505U (en) | Cast-in-place light steel bar truss wall | |
| CN205314329U (en) | One -way composite floor slab of die mould steel plate concrete of built -in hollow square steel pipe | |
| CN204356996U (en) | The U-shaped beam of prefabricated reinforced concrete with horizontal steel diaphragm | |
| CN103603494A (en) | Ultra-thin steel truss inclined wall construction method and formwork structure | |
| CN208168032U (en) | Assembled built-in heat insulation layer concrete composite wall-light steel frame-floor connecting node | |
| CN103243638A (en) | Bridge space radioactive concrete-filled steel tube bridge pier and construction method thereof | |
| CN204715223U (en) | A kind of abutment prestressed reinforcement structure | |
| CN209670130U (en) | A connection structure between wall and foundation | |
| CN203603461U (en) | Floor aluminum shuttering splicing formwork structure system | |
| CN205711974U (en) | A kind of Retaining Wall | |
| CN206873924U (en) | Assembly concrete Vierendeel girder Hou Jiao areas tool-typed formwork | |
| CN205153607U (en) | Prefabricated assembled culture corridor device | |
| CN204715229U (en) | The steel corrugated sheet arch culvert that a kind of steelframe is strengthened | |
| CN205224267U (en) | Cast -in -place mould shell ribbed floor combines steel core concrete column system | |
| CN109235709B (en) | Full cast-in-place outer wall structure of building |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170307 Address after: Hangzhou City, Zhejiang province 310016 Phoenix Road No. 207 B1 block 9 building Wufu Zhonghao world 905 Patentee after: Jin Tiande Address before: Hangzhou City, Zhejiang province 310001 Shangcheng District Sha Road No. 116 Patentee before: Jin Tiande Patentee before: Yang Jian Patentee before: Zeng Jinfeng |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140423 |