CN102287005A - Steel and concrete composite frame plate building structural system - Google Patents
Steel and concrete composite frame plate building structural system Download PDFInfo
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- CN102287005A CN102287005A CN201010200712XA CN201010200712A CN102287005A CN 102287005 A CN102287005 A CN 102287005A CN 201010200712X A CN201010200712X A CN 201010200712XA CN 201010200712 A CN201010200712 A CN 201010200712A CN 102287005 A CN102287005 A CN 102287005A
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Abstract
The invention relates to a steel and concrete composite frame plate building structural system which is mainly characterized by comprising a steel and concrete composite frame structure, an inlaying poured-joint wall structure and an overlapping poured-joint floor structure. By means of the building structural system, the factory production and the prefabricated construction of building structural parts are realized. The building structural system can be widely applied to the building field.
Description
Technical field
The present invention relates to the architectural structure system technical field, is a kind of steel reinforced concrete combo box panel construction structure system specifically.
Technical background
Architectural structure system has determined the height, the speed of duration, the quality of performance, the length in life-span of building cost.At aspects such as cost, duration, performance, life-spans quality is arranged respectively in the brick mix structure system, concrete frame structure system, the pure steel structure system that generally adopt at present, shortcoming is respectively arranged.How utilizing that existing mature technology is integrated to create a kind of new architectural structure system, thereby reach the target that cost is low, the duration is short, performance is excellent, the life-span is long, is the striving direction the numerous engineers and technicians of building field work.
Summary of the invention
The purpose of this invention is to provide a kind of steel reinforced concrete combo box panel construction structure system, thereby realize building unit batch production production, prefabricated construction, it is strong to reach whole building, the target that performance indications are good, cost is low, the duration is short.In order to realize above-mentioned target, the present invention adopts following technical scheme: steel reinforced concrete deckle board architectural structure system by steel and concrete composite frame structure, inlay to water and connect wall body structure and superimposed watering connects floor structure and form.
Steel and concrete composite frame structure connect to form steel frame by the steel latticework beam of plug-in fine and close steel mesh sheet and the steel lattice column of plug-in fine and close steel mesh sheet, again to the inside fluid concrete, become steel and concrete composite frame structure after solidifying.Inlay water connect wall body structure be will the band reinforcing bar wallboard be embedded in the steel frame, the reinforcing bar that stretches out wallboard end hook is inserted in the steel latticework beam, then to the inner fluid concrete of steel frame, become after solidifying with steel and concrete group frame are condensated as a whole and inlay to water and connect wall body structure.Superimposedly water that to connect floor structure be that precast floor slab is superposed on the steel latticework beam, the reinforcing bar of floor end hook is inserted in the steel latticework beam, then to steel frame inside and interface section fluid concrete, become with steel and concrete group frame after solidifying, inlay to water and connect superimposed the watering that body of wall is condensated as a whole and connect floor structure.
Description of drawings
Fig. 1 is a steel reinforced concrete combo box panel construction structure system schematic diagram of the present invention.
Fig. 2 for the steel reinforced concrete group frame with inlay water connect wallboard, superimposed watering connects floor and installs with watering and connect schematic diagram.
The specific embodiment
Below in conjunction with accompanying drawing the present invention is described in further detail.
Referring to Fig. 1,1 is steel and concrete component building owner body framework, and 2 for the superimposed knot floor structure that waters, and 3 water the knot wall body structure for inlaying.
Referring to Fig. 2,1 is the steel limb of forming the steel latticework beam of steel reinforced concrete group frame, and 2 for hanging over the fine and close steel fabric sheet in steel latticework beam outside outward, 3 is concrete, and 4 is prefabricated panel, and 5 for stretching out the reinforcing bar of wallboard end hook, 6 is precast floor slab, and 7 for stretching out the reinforcing bar of floor end hook.
During construction the steel lattice column of the steel lattice girder of plug-in fine and close steel mesh sheet and plug-in fine and close steel mesh sheet is assembled into the main body frame of building on the basis of building, then wallboard 4 is embedded in the steel latticework framework, the reinforcing bar hook of wallboard end inserts in the lattice girder, after the first floor wallboard installs, precast floor slab 6 is superposed on the steel latticework beam, reinforcing bar 7 hooks in end are inserted in the lattice girder, fluid concrete in the steel latticework framework then, with framework, wallboard, floor links into an integrated entity, behind the first floor casting complete, wallboard successively upwards is installed as stated above, floor, fluid concrete is up to the superiors.So far the agent structure of the building of steel reinforced concrete combo box panel construction structure system has just been finished.
Claims (4)
1. steel reinforced concrete combo box panel construction structure system, its characteristics be described steel reinforced concrete combo box panel construction structure system by steel and concrete composite frame structure, inlay to water and connect wall body structure and superimposed watering connects floor structure and form.
2. steel reinforced concrete combo box panel construction structure system according to claim 1, it is characterized in that steel and concrete group frame, be that the steel lattice column of the steel latticework beam of plug-in fine and close steel mesh sheet and plug-in dense mess sheet is connected into steel frame,, form after solidifying again to the inside fluid concrete.
3. steel reinforced concrete combo box panel construction structure system according to claim 1, it is characterized in that inlaying water connect wall body structure be the band muscle a wallboard be embedded in the steel frame, the reinforcing bar of wallboard end hook is inserted in the steel latticework beam, then to the inner fluid concrete of steel frame, be solidified as wallboard and steel and concrete group frame integrally formed.
4. steel reinforced concrete combo box panel construction structure system according to claim 1, it is characterized in that describedly superimposedly watering that to connect floor structure be that the precast concrete floor is superposed on the steel latticework beam, the reinforcing bar of floor end hook is inserted in the steel latticework beam, to steel frame inside and interface section fluid concrete, be solidified as floor, wallboard and steel and concrete group frame integrally formed then.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201010200712XA CN102287005A (en) | 2010-06-17 | 2010-06-17 | Steel and concrete composite frame plate building structural system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201010200712XA CN102287005A (en) | 2010-06-17 | 2010-06-17 | Steel and concrete composite frame plate building structural system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102287005A true CN102287005A (en) | 2011-12-21 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201010200712XA Pending CN102287005A (en) | 2010-06-17 | 2010-06-17 | Steel and concrete composite frame plate building structural system |
Country Status (1)
| Country | Link |
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| CN (1) | CN102287005A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103866855A (en) * | 2014-03-20 | 2014-06-18 | 北京工业大学 | Multi-high-rise assembly steel structure corrugated web occluded steel beam frame system |
| CN105133731A (en) * | 2015-08-31 | 2015-12-09 | 中国建筑西北设计研究院有限公司 | Fabricated steel and concrete combination structure |
| CN106759864A (en) * | 2016-11-23 | 2017-05-31 | 广州电力机车有限公司 | A kind of modularization steel house |
| CN115030362A (en) * | 2022-06-01 | 2022-09-09 | 山东鲁泰建筑产业化材料有限公司 | Composite wall for modular transformer substation and construction process thereof |
-
2010
- 2010-06-17 CN CN201010200712XA patent/CN102287005A/en active Pending
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103866855A (en) * | 2014-03-20 | 2014-06-18 | 北京工业大学 | Multi-high-rise assembly steel structure corrugated web occluded steel beam frame system |
| CN103866855B (en) * | 2014-03-20 | 2016-05-25 | 北京工业大学 | Many high-rise assembling type steel structure corrugated web interlock steel girder frame systems |
| CN105133731A (en) * | 2015-08-31 | 2015-12-09 | 中国建筑西北设计研究院有限公司 | Fabricated steel and concrete combination structure |
| CN105133731B (en) * | 2015-08-31 | 2017-09-22 | 中国建筑西北设计研究院有限公司 | A kind of assembled steel performance |
| CN106759864A (en) * | 2016-11-23 | 2017-05-31 | 广州电力机车有限公司 | A kind of modularization steel house |
| CN115030362A (en) * | 2022-06-01 | 2022-09-09 | 山东鲁泰建筑产业化材料有限公司 | Composite wall for modular transformer substation and construction process thereof |
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Legal Events
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| C06 | Publication | ||
| PB01 | Publication | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20111221 |