CN2474614Y - Field pouring reinforced keel concrete composite wall plate - Google Patents
Field pouring reinforced keel concrete composite wall plate Download PDFInfo
- Publication number
- CN2474614Y CN2474614Y CN 01218843 CN01218843U CN2474614Y CN 2474614 Y CN2474614 Y CN 2474614Y CN 01218843 CN01218843 CN 01218843 CN 01218843 U CN01218843 U CN 01218843U CN 2474614 Y CN2474614 Y CN 2474614Y
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- bar keel
- concrete
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- reinforcing bar
- keel
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Abstract
The utility model relates to a cast-in-site steel bar girder concrete composite wallboard. A steel bar girder net frame is arranged between a net and a mold which are parallel with each other. The net and the mold are connected with the steel bar girder net frame. The concrete is cast between the net and the mold, which forms a steel bar girder concrete composite layer with the steel bar girder net frame. The utility model has the good characteristics of bearing, sound-insulation and heat-insulation, which greatly improves the construction speed because the constructor just assembles and casts the concrete. The lateral steel bar ends of two adjacent wallboards are anchored together, which ensures the stably connection of the adjacent joint and has a better integrality and anti-shock performance. The concrete casting can be done with the normal concrete in a normal way, which is fit for a multi-story and a high-rise building construction.
Description
The utility model relates to a kind of building unit, and particularly a kind of wallboard belongs to building panel constructing technology field.
At present, the multistory building that people built mostly is brick mix structure greatly, and bearing wall is still built by laying bricks or stones for solid clay brick.The body of wall of this structure has many shortcomings that can't overcome, as poor from great, heat-proof quality and globality.Simultaneously, fire solid clay brick and damaged a large amount of farmlands, and power consumption is very high, contaminated air.Therefore, the body of wall of superseded this structure has been trend of the times.In recent years, though people develop some innovative panellised wall systems in succession, but itself or because construction is complicated, need large-scale construction equipment equipment, or require institute's fluid concrete for exempting to shake concrete, or owing to reason such as the theory of computation is immature, the scope of application all is restricted to some extent, influence it and apply, so need the new panel wall system that addresses the above problem of development.
The utility model purpose is to provide a kind of cast in place reinforced bar keel concrete combined wall board that can be used as bearing wall in multilayer or the highrise building, make its have sound insulation, heat insulation, structure rationally, easy construction, advantage efficiently, overcome above-mentioned shortcoming of the prior art.
The objective of the invention is to be achieved through the following technical solutions:
A kind of cast in place reinforced bar keel concrete combined wall board, comprise net sheet, reinforcing bar keel rack and template in the composition, net sheet and template are parallel to each other, reinforcing bar keel rack is between net sheet and template, fixedly connected between net sheet and template and reinforcing bar keel rack, the concrete that cast is arranged between net sheet and template, the concrete of reinforcing bar keel rack and cast constitute reinforcing bar keel concrete composite bed.
Above-mentioned cast in place reinforced bar keel concrete combined wall board, the structure of described reinforcing bar keel rack is, fixed connection is formed reinforcing bar keel net between transverse reinforcement and vertical keel, fixedly connected by the rectangle connecting ring between two relative reinforcing bar keel nets, the two ends of transverse reinforcement is stretched out respectively outside the vertical keel in two ends, the combined wall board left and right sides; The width and the keel siding of described connecting ring are complementary, and length and thickness of wall body are complementary, and connecting ring is evenly arranged along vertical keel;
Above-mentioned cast in place reinforced bar keel concrete combined wall board is provided with the insulation flaggy between described net sheet and the reinforcing bar keel rack, to increase the heat-insulating property of body of wall;
Above-mentioned cast in place reinforced bar keel concrete combined wall board, the mesh of described net sheet is the 3-20 millimeter, its material can be selected one of gauze wire cloth, expanded metal lath, nylon wire for use.
The utility model load-bearing, sound insulation, heat-proof quality are good, because its net sheet, reinforcing bar keel rack and template etc. all can be at produce in factory, the job site only need be installed and pour concrete, therefore can greatly improve speed of application.Simultaneously, the transverse reinforcement end anchorage that the adjacent wall board two ends are stretched out can connect the seam between the adjacent wall board together securely, and globality and anti-seismic performance are good, the utility model adopts ordinary concrete, can finish the cast of concrete by general job practices, is suitable for many, highrise building use.
Fig. 1 is the utility model embodiment master TV structure schematic diagram;
Fig. 2 is the A-A generalized section of Fig. 1;
Fig. 3 is the main TV structure schematic diagram of the utility model embodiment reinforcing bar keel rack;
Fig. 4 is the B-B generalized section of Fig. 3.
Below in conjunction with accompanying drawing, the utility model is described in further detail by embodiment.
By Fig. 1,2 as seen, present embodiment cast in place reinforced bar keel concrete combined wall board is made up of net sheet 1, warming plate 4, reinforcing bar keel rack 2 and template 3, and template 3 and net sheet 1 are respectively the inside and outside layer of the utility model body of wall.The material of net sheet 1 can be selected one of gauze wire cloth, expanded metal lath, nylon wire for use, and mesh is the 3-20 millimeter.Template 3 can be selected steel disc, composite plate and wooden form for use.Insulation flaggy 4 is located between net sheet 1 and the reinforcing bar keel rack 2, can select polyphenyl or other light heat insulation material for use, and thickness can be 50 millimeters.Net sheet 1, warming plate 4 and 3 of templates are parallel to each other.Reinforcing bar keel rack 2 is between insulation flaggy 4 and template 3, thickness can be 200 millimeters, antirust self-tapping screw is fixedlyed connected with warming plate 4 net sheet 1 with lightgage steel joist, 5 also available self-tapping screws of template 3 and lightgage steel joist are fastening, the concrete 6 that cast is arranged between net sheet and template, the concrete of reinforcing bar keel rack and cast constitute reinforcing bar keel concrete composite bed.
The structure of present embodiment reinforcing bar keel rack 2 is, transverse reinforcement 7 and 5 fixed connections of vertical lightgage steel joist are formed reinforcing bar keel net, fixedly connected between two relative reinforcing bar keel nets by rectangle connecting ring 8, the two ends of transverse reinforcement 7 is stretched out respectively outside the vertical lightgage steel joist 5 in two ends, the combined wall board left and right sides, firmly connects so that make between adjacent two reinforcing bar keel concrete combined wall boards; The width and the keel siding of connecting ring 8 are complementary, and length and thickness of wall body are complementary, and connecting ring arranges evenly that along vertical keel its spacing is decided by designing requirement.Behind the fluid concrete, template used can the dismounting, the disassembly-free heat-insulation plate that also can be used as body of wall uses.
The present embodiment sequence of construction can for: make transverse reinforcement connection termination, sleeper, beam muscle-fluid concrete-maintenance between the reinforcing bar keel rack-colligation wallboard of reinforcing bar keel rack-warming plate, net sheet and template are installed on the reinforcing bar keel rack-building foundation construction-mounting strap warming plate, net sheet and template.
Claims (6)
1. cast in place reinforced bar keel concrete combined wall board, comprise in it is characterized in that forming net sheet (1), reinforcing bar keel rack (2), and template (3),, net sheet (1) is parallel to each other with template (3), reinforcing bar keel rack (2) is positioned between net sheet (1) and the template (3), fixedly connected between net sheet (1) and template (3) and reinforcing bar keel rack (2), the concrete (6) that cast is arranged between net sheet and template, reinforcing bar keel rack (2) constitutes reinforcing bar keel concrete composite bed with the concrete (6) of cast.
2. cast in place reinforced bar keel concrete combined wall board according to claim 1, it is characterized in that, the structure of described reinforcing bar keel rack (2) is, fixed connection is formed reinforcing bar keel net between transverse reinforcement (7) and vertical keel (5), fixedly connected by rectangle connecting ring (8) between two relative reinforcing bar keel nets, the two ends of transverse reinforcement (7) is stretched out respectively outside the vertical keel in two ends, the combined wall board left and right sides.
3. cast in place reinforced bar keel concrete combined wall board according to claim 1 and 2 is characterized in that, is provided with insulation flaggy (4) between described net sheet (1) and the reinforcing bar keel rack (2).
4. cast in place reinforced bar keel concrete combined wall board according to claim 1 and 2 is characterized in that the mesh of described net sheet (1) is the 3-20 millimeter.
5. cast in place reinforced bar keel concrete combined wall board according to claim 3 is characterized in that the mesh of described net sheet (1) is the 3-20 millimeter.
6. cast in place reinforced bar keel concrete combined wall board according to claim 2 is characterized in that, the width of described connecting ring (8) and keel (5) width are complementary, and length and thickness of wall body are complementary, and connecting ring is evenly arranged along vertical keel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 01218843 CN2474614Y (en) | 2001-04-06 | 2001-04-06 | Field pouring reinforced keel concrete composite wall plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 01218843 CN2474614Y (en) | 2001-04-06 | 2001-04-06 | Field pouring reinforced keel concrete composite wall plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2474614Y true CN2474614Y (en) | 2002-01-30 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 01218843 Expired - Fee Related CN2474614Y (en) | 2001-04-06 | 2001-04-06 | Field pouring reinforced keel concrete composite wall plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2474614Y (en) |
Cited By (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100390359C (en) * | 2005-10-17 | 2008-05-28 | 朱秦江 | Composite warm preservation heat insulation concrete graded layer integrated pouring system and its construction method |
| CN100417775C (en) * | 2006-07-04 | 2008-09-10 | 朱秦江 | Integral mould-detachment-free casting system for concrete structure and construction method thereof |
| CN100417776C (en) * | 2006-07-04 | 2008-09-10 | 朱秦江 | Integrally-cast mould-detachment-free concrete structure system and construction method thereof |
| WO2012024816A1 (en) * | 2010-08-24 | 2012-03-01 | Empire Technology Development Llc | Prefabricated wall panels |
| CN102605902A (en) * | 2011-04-15 | 2012-07-25 | 曾庆胜 | Penetrating rib and clamping hook combined steel mesh template and application method |
| CN103993680A (en) * | 2014-05-29 | 2014-08-20 | 武汉理工大学 | Wall building enclosure of lightweight steel construction house system and construction method |
| US8863445B2 (en) | 2010-08-24 | 2014-10-21 | Empire Technology Development Llc | Reinforced concrete dense column structure systems |
| CN104878859A (en) * | 2015-06-03 | 2015-09-02 | 奥克森（北京）新材料科技有限公司 | Method for constructing filler wall of frame structure building and wall body structure |
| CN104988882A (en) * | 2015-07-14 | 2015-10-21 | 同济大学 | Vibration reducing and shear resisting connecting device between arch dam cross joints |
| CN105113667A (en) * | 2015-09-15 | 2015-12-02 | 万保金 | Prefabricated steel bar truss wall mould shell |
| CN105275206A (en) * | 2014-07-11 | 2016-01-27 | 郑州三迪建筑科技有限公司 | A construction method of an external wall of a building |
| CN105822010A (en) * | 2015-01-08 | 2016-08-03 | 黄通 | Corrugated loading high-strength wallboard |
| CN106522407A (en) * | 2016-11-18 | 2017-03-22 | 哈尔滨鸿盛房屋节能体系研发中心 | Fabricated cast-in-place concrete sandwich insulation wall steel frame formwork system and connecting parts |
| CN106760073A (en) * | 2017-01-04 | 2017-05-31 | 哈尔滨鸿盛房屋节能体系研发中心 | Assembly concrete lining structural assembly |
| CN106801483A (en) * | 2017-03-02 | 2017-06-06 | 青岛科瑞新型环保材料集团有限公司 | A kind of non-dismantling formwork heat insulating decorative board external wall protection body system and its construction method |
| CN111764547A (en) * | 2020-06-11 | 2020-10-13 | 河海大学 | Prefabricated assembly type shear wall structure and manufacturing method thereof |
| CN111764546A (en) * | 2020-06-15 | 2020-10-13 | 成都魔筑科技有限公司 | Construction method for cast-in-place light concrete partition wall of steel bar truss keel mark mold |
| CN111764535A (en) * | 2020-06-11 | 2020-10-13 | 河海大学 | Prefabricated assembled core barrel with adjustable size and construction method thereof |
-
2001
- 2001-04-06 CN CN 01218843 patent/CN2474614Y/en not_active Expired - Fee Related
Cited By (23)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100390359C (en) * | 2005-10-17 | 2008-05-28 | 朱秦江 | Composite warm preservation heat insulation concrete graded layer integrated pouring system and its construction method |
| CN100417775C (en) * | 2006-07-04 | 2008-09-10 | 朱秦江 | Integral mould-detachment-free casting system for concrete structure and construction method thereof |
| CN100417776C (en) * | 2006-07-04 | 2008-09-10 | 朱秦江 | Integrally-cast mould-detachment-free concrete structure system and construction method thereof |
| US9038339B2 (en) | 2010-08-24 | 2015-05-26 | Empire Technology Development Llc | Prefabricated wall panels |
| CN102959162A (en) * | 2010-08-24 | 2013-03-06 | 英派尔科技开发有限公司 | Prefabricated wall panels |
| US8844223B2 (en) | 2010-08-24 | 2014-09-30 | Empire Technology Development Llc | Prefabricated wall panels |
| US8863445B2 (en) | 2010-08-24 | 2014-10-21 | Empire Technology Development Llc | Reinforced concrete dense column structure systems |
| CN102959162B (en) * | 2010-08-24 | 2015-03-18 | 英派尔科技开发有限公司 | Prefabricated wall panels |
| WO2012024816A1 (en) * | 2010-08-24 | 2012-03-01 | Empire Technology Development Llc | Prefabricated wall panels |
| CN102605902A (en) * | 2011-04-15 | 2012-07-25 | 曾庆胜 | Penetrating rib and clamping hook combined steel mesh template and application method |
| CN103993680A (en) * | 2014-05-29 | 2014-08-20 | 武汉理工大学 | Wall building enclosure of lightweight steel construction house system and construction method |
| CN105275206A (en) * | 2014-07-11 | 2016-01-27 | 郑州三迪建筑科技有限公司 | A construction method of an external wall of a building |
| CN105822010A (en) * | 2015-01-08 | 2016-08-03 | 黄通 | Corrugated loading high-strength wallboard |
| CN104878859A (en) * | 2015-06-03 | 2015-09-02 | 奥克森（北京）新材料科技有限公司 | Method for constructing filler wall of frame structure building and wall body structure |
| CN104988882A (en) * | 2015-07-14 | 2015-10-21 | 同济大学 | Vibration reducing and shear resisting connecting device between arch dam cross joints |
| CN105113667A (en) * | 2015-09-15 | 2015-12-02 | 万保金 | Prefabricated steel bar truss wall mould shell |
| CN106522407A (en) * | 2016-11-18 | 2017-03-22 | 哈尔滨鸿盛房屋节能体系研发中心 | Fabricated cast-in-place concrete sandwich insulation wall steel frame formwork system and connecting parts |
| CN106760073A (en) * | 2017-01-04 | 2017-05-31 | 哈尔滨鸿盛房屋节能体系研发中心 | Assembly concrete lining structural assembly |
| CN106801483A (en) * | 2017-03-02 | 2017-06-06 | 青岛科瑞新型环保材料集团有限公司 | A kind of non-dismantling formwork heat insulating decorative board external wall protection body system and its construction method |
| CN111764547A (en) * | 2020-06-11 | 2020-10-13 | 河海大学 | Prefabricated assembly type shear wall structure and manufacturing method thereof |
| CN111764535A (en) * | 2020-06-11 | 2020-10-13 | 河海大学 | Prefabricated assembled core barrel with adjustable size and construction method thereof |
| CN111764547B (en) * | 2020-06-11 | 2021-05-11 | 河海大学 | Prefabricated assembly type shear wall structure and manufacturing method thereof |
| CN111764546A (en) * | 2020-06-15 | 2020-10-13 | 成都魔筑科技有限公司 | Construction method for cast-in-place light concrete partition wall of steel bar truss keel mark mold |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |