CN1079130C - Construction method of 3D architeccture system for house building - Google Patents
Construction method of 3D architeccture system for house building Download PDFInfo
- Publication number
- CN1079130C CN1079130C CN 99110073 CN99110073A CN1079130C CN 1079130 C CN1079130 C CN 1079130C CN 99110073 CN99110073 CN 99110073 CN 99110073 A CN99110073 A CN 99110073A CN 1079130 C CN1079130 C CN 1079130C
- Authority
- CN
- China
- Prior art keywords
- floor
- architeccture
- site
- post
- bearing
- 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
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The present invention provides a construction method of a three-dimensional structure system for building constructions. Precast wall plates and floor plates are connected with each other by adopting reinforced ribs in a net mode; concrete posts, beams, walls and the floor plates are directly jetted or cast and form an integral three-dimensional structure; the wall plates and the floor plates respectively adopt a light bearing sandwich net plate with precast concrete on one side. After the components are in position at the construction field site, steel bars of the posts and the beams are baled, and all of the beams, the posts, the walls and floors are cast on site. The construction method is suitable for multi-story buildings with less than ten stories; experiments indicate that the shock resistance of the three-dimensional structure system is superior to that of a frame structure.
Description
The present invention relates to a kind of job practices of 3 D architeccture system for house building, belong to technical field of building construction.
Along with the increase of infrastructure investment dynamics, house architectural structure is also being constantly brought forth new ideas and is being developed in recent years, and the old architectural mode of Qin brick and Han tile and job practices progressively change.The building structure and the job practices of building trade extensive application at present mainly contain two kinds, and a kind of is frame construction erection welding prefabricated panel, is commonly called as big slab-type apartment building; Another kind is the integral cast-in-situ shear wall structure; Applicant's " 93224854 ", " 93244853 " " 95100283 " patent application document successively disclose several have the light sandwich prefabricated panel of netted prestressed reinforcement and fill insulant material and novel 3 D architeccture system for house building and monolithic casting construction methods, at first proposed to adopt beam, the post in light sandwich web plate body of wall and house, the technical scheme of floor integral construction, proved through the test of strictness that this building structure and job practices are feasible fully.
The job practices of the 3 D architeccture system for house building that the objective of the invention is to provide concrete on the basis of " 95100283 " patent application to improve speed of application and quality, makes it embody the superiority of structural system aspect stress performance, anti-seismic performance.
Technical scheme of the present invention is achieved in that the job practices of this 3 D architeccture system for house building is that prefabricated wallboard, floor are adopted the netted connection of stiffener, directly post, beam, wall and the floor of spray or fluid concrete make the three-dimensional structure that forms one, described wallboard, floor adopt the concrete lightweight load-bearing of single-side prefabrication sandwich web plate, after in place at the construction field (site), the reinforcing bar of colligation post, beam, whole cast-in-site beam, post, wall surface, flooring.
The wallboard of the used single-side prefabrication lightweight of the job practices of described 3 D architeccture system for house building load-bearing sandwich web plate is the core shift structure, the assembling reinforcement of on-site hoisting back in place, adopt mounted split pattern be bearing in wall surface to web plate face fluid concrete as load bearing wall.
The another kind of scheme of the job practices of described 3 D architeccture system for house building is to adopt two-sided prefabricated core shift lightweight load-bearing sandwich web plate as wallboard, floor still is a single-side prefabrication, after in place at the construction field (site), the reinforcing bar of colligation post, beam, cast-in-site beam, post, flooring.
The lightweight load-bearing sandwich web plate that the job practices of described 3 D architeccture system for house building adopts is 80-100Cm as the concrete thickness of load bearing wall one side, and opposite side thickness is 20-50Cm.
The job practices of described 3 D architeccture system for house building, the floor of described single-side prefabrication only supports the bed die at girt strip position when doing flooring construction cast.
Adopt job practices of the present invention, member can be finished in factory, has reduced labour intensity than brick mix structure, and the workman operates easily, and speed of application is fast, and good energy-conserving effect has improved the industrialization of construction industry level.Be applicable to the multistory building below 10 layers, the evidence anti-seismic performance is better than frame construction.
Describe technology contents of the present invention in detail below in conjunction with embodiment and accompanying drawing:
Fig. 1 is a floor slab construction structure structural representation of the present invention for wallboard constructing structure schematic diagram Fig. 2 of the present invention, among the figure: 1, wallboard insulation layer 2, wallboard bar frame 3, the concrete 4 as load bearing wall, post vertical reinforcement 5, prefabricated metope 6, post concrete seven, beam concrete eight, beam steel 9, floor insulation layer 10, the flooring concrete 11 of cast-in-site, prefabricated single face floorslab concrete
Embodiment 1,3 D architeccture system for house building integral cast-in-situ construction method
The thick single face pea gravel concreten of 30Cm will be prefabricated in the factory earlier as the web plate of exterior wall and load bearing wall, with the thick pea gravel concreten of the also prefabricated 30Cm of rack sandwich soffit, after being transported to the job site hoisted in position, colligation post, beam steel and bury pipeline underground, the mounted split pattern of knee wall, the thick 100Cm of cast metope---as load bearing wall; Floor only supports the bed die at girt strip position, use cobble-stone diameter 10mm with interior concrete water jet pump spray in mould then, with the jolt ramming of small vibrating rod, flooring ordinary flat vibrator jolt ramming, plaster in order to reduce the flooring secondary, it is floating to add slurry during the flooring concrete construction.
To all be prefabricated in the factory as two surface concretes of the web plate of exterior wall and load bearing wall, load-bearing metope 90Cm, non-bearing face 30Cm, after the pea gravel concreten that the also prefabricated 30Cm of rack sandwich soffit is thick (web plate that is deep into beam, post is not prefabricated) is transported to the job site hoisted in position, colligation post, beam steel and bury pipeline underground, floor only supports the bed die at girt strip position, and flooring concrete and beam, post concrete are integrated poured, can shorten the construction period like this, reduce construction costs.
Claims (5)
1. the job practices of a 3 D architeccture system for house building, prefabricated wallboard, floor are adopted the netted connection of stiffener, directly post, beam, wall and the floor of spray or fluid concrete make the three-dimensional structure that forms one, it is characterized in that described wallboard, floor adopt the concrete lightweight load-bearing of single-side prefabrication sandwich web plate, after in place at the construction field (site), the reinforcing bar of colligation post, beam, whole cast-in-site beam, post, wall surface, flooring.
2. the job practices of 3 D architeccture system for house building according to claim 1, the wallboard that it is characterized in that described single-side prefabrication lightweight load-bearing sandwich web plate is the core shift structure, on-site hoisting back assembling reinforcement in place, adopt mounted split pattern to be bearing in wall surface, to web plate face fluid concrete as load bearing wall.
3. the job practices of 3 D architeccture system for house building according to claim 1 and 2 is characterized in that described lightweight load-bearing sandwich web plate is 80-100Cm as the concrete thickness of load bearing wall one side.
4. according to the job practices of claim 1 or 2 or 3 described 3 D architeccture system for house building, only support the bed die at girt strip position when it is characterized in that the floor cast of described single-side prefabrication.
5. the job practices of a 3 D architeccture system for house building, prefabricated wallboard, floor are adopted the netted connection of stiffener, directly post, beam, wall and the floor of spray or fluid concrete make the three-dimensional structure that forms one, it is characterized in that described wallboard adopts the lightweight load-bearing sandwich web plate of two-sided precast concrete, after in place at the construction field (site), the reinforcing bar of colligation post, beam, whole cast-in-site beam, post, wall surface, flooring.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 99110073 CN1079130C (en) | 1999-06-30 | 1999-06-30 | Construction method of 3D architeccture system for house building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 99110073 CN1079130C (en) | 1999-06-30 | 1999-06-30 | Construction method of 3D architeccture system for house building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1279323A CN1279323A (en) | 2001-01-10 |
| CN1079130C true CN1079130C (en) | 2002-02-13 |
Family
ID=5274354
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 99110073 Expired - Lifetime CN1079130C (en) | 1999-06-30 | 1999-06-30 | Construction method of 3D architeccture system for house building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1079130C (en) |
Families Citing this family (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100343461C (en) * | 2002-08-02 | 2007-10-17 | 唐金元 | Integral casting constructing method and template assembly thereof |
| CN1316127C (en) * | 2004-05-27 | 2007-05-16 | 同济大学 | Totally assembled type prefabricated concrete structure system |
| CN102251699B (en) * | 2011-05-13 | 2013-10-23 | 北京华美科博科技发展有限公司 | Residential building system with cast-in-situ beam columns and prefabricated sandwich concrete wall panels and construction method |
| CN102535639B (en) * | 2011-12-26 | 2014-05-14 | 中国矿业大学 | Connection method for reinforcing joints between pre-fabricated hollow slabs and horizontal beam by embedding steel reinforcements |
| CN103216091B (en) * | 2013-04-09 | 2016-01-20 | 湖北晶达建筑科技有限公司 | The construction method of heat-insulation wall body that a kind of outer infilled wall and outer shear wall combine |
| CN103343572B (en) * | 2013-07-19 | 2016-04-27 | 四川大学 | The agriculture of prefabricated combined wall board earthquake-proof energy-saving occupies structural system |
| CN104264795B (en) * | 2014-08-14 | 2016-11-30 | 山东万斯达建筑工业化研究院有限公司 | A kind of beam column flexible connecting device and construction method thereof |
| CN106638978B (en) * | 2016-11-07 | 2018-09-21 | 陶永春 | The node structure of the prefabricated load-bearing wall panel combination light weight steel frames of assembled PC |
| CN108086589A (en) * | 2016-11-23 | 2018-05-29 | 北京清华同衡规划设计研究院有限公司 | Precast wall body, prefabricated unit body, building system and its construction method |
| CN107060104B (en) * | 2017-03-29 | 2023-09-15 | 河北建筑工程学院 | A prefabricated steel frame concrete box unit structure system and its construction method |
-
1999
- 1999-06-30 CN CN 99110073 patent/CN1079130C/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| CN1279323A (en) | 2001-01-10 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108086693B (en) | Construction method of a low-story prefabricated reinforced concrete frame structure system | |
| CN202559569U (en) | Assembled monolithic self-insulation hidden dense rib light superposed floor slab | |
| CN100416010C (en) | Construction method of joint construction of prefabricated composite load-bearing wall structure | |
| CN107313517B (en) | Connecting node for laminated wall and laminated floor slab in middle layer | |
| CN104453093B (en) | Prefabricated steel reinforced concrete beam with transversal high-strength concrete clapboard, and construction method | |
| CN1399047A (en) | 3D structural building and its industrialized construction process | |
| CN207063269U (en) | The beam-column node structure of assembled floor | |
| CN104594556A (en) | Prefabricated type steel reinforced concrete beam with transverse steel partition boards and construction method | |
| CN208251372U (en) | A kind of assembled steel reinforced concrete shear force wall | |
| CN110439291B (en) | Assembly type production construction method suitable for low-rise building | |
| CN1079130C (en) | Construction method of 3D architeccture system for house building | |
| CN111411693A (en) | Assembly and pouring integrated shear wall structure building system | |
| CN219527957U (en) | Concrete module box | |
| CN113585578B (en) | Prefabricated assembly type prestress combined floor system and construction method | |
| CN110593440B (en) | Construction method of prefabricated wall structure | |
| CN219825610U (en) | Connection structure of prefabricated bay window without beam and main body structure | |
| CN111456227A (en) | Assembly plate structure type building and construction method thereof | |
| CN207110035U (en) | Assembled steel tendon concrete frame structure based on steel plate connection joint | |
| CN212772881U (en) | Light-duty building structure of rapid Assembly formula | |
| CN102127942A (en) | Energy-saving earthquake-resistant cored beam-free building floor slab | |
| CN115977278A (en) | Assembled light steel combined truss supported steel wire mesh frame mortar-perlite-polyphenyl composite shear wall and manufacturing method thereof | |
| CN212453063U (en) | Assembly and pouring integrated shear wall structure building system | |
| CN210421398U (en) | Assembled house system | |
| CN212001725U (en) | Full bolted connection multilayer prefabricated section steel concrete shear wall structure | |
| CN111851804A (en) | A prefabricated formwork-free structural body formwork and a cast-in-place formwork-free structural body |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Application publication date: 20010110 Assignee: HEBEI ANNENG GREEN BUILDING TECHNOLOGY CO., LTD. Assignor: Zhang Jingting Contract record no.: 2017130000002 Denomination of invention: Construction method of 3D architeccture system for house building Granted publication date: 20020213 License type: Exclusive License Record date: 20170316 |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20020213 |