CN205476374U - House is opened in advance to prefabricated assembled - Google Patents
House is opened in advance to prefabricated assembled Download PDFInfo
- Publication number
- CN205476374U CN205476374U CN201620236855.9U CN201620236855U CN205476374U CN 205476374 U CN205476374 U CN 205476374U CN 201620236855 U CN201620236855 U CN 201620236855U CN 205476374 U CN205476374 U CN 205476374U
- Authority
- CN
- China
- Prior art keywords
- reinforcing bar
- wallboard
- house
- roof boarding
- tie beam
- 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.)
- Active
Links
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 20
- 230000008878 coupling Effects 0.000 claims description 3
- 238000010168 coupling process Methods 0.000 claims description 3
- 238000005859 coupling reaction Methods 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 238000005336 cracking Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model provides a house is opened in advance to prefabricated assembled, including and assembling wallboard and the roof boarding that forms by the prefabricated plate, its characterized in that still includes pier and/or collar tie beam, wear between wallboard and the roof boarding competent to reinforcing bar (cable) couple and the tensioning, still be equipped with vertical reinforcing bar (cable) among the wallboard, the collar tie beam of pier or wall body lower extreme is fixed in respectively at this vertical reinforcing bar (cable) two, with in the collar tie beam of roof boarding or wall body upper end ( fixed mode can be the bolt fastening). The utility model has the advantages of: the problem of the piece fracture is solved, the problem of the vertical tensile strength of wallboard structure is not enough is solved, play the anti -wind effect, the level that adopts through the aforesaid and vertical reinforcing bar (cable) have improved the wholeness in house to improve anti -wind, the anti -seismic performance in house.
Description
Technical field
This utility model relates to the assembled architecture being applied in architectural engineering, is specifically related to a kind of prefabricated assembled pre-
House.
Background technology
In existing assembled architecture, when wallboard or roof boarding use strip precast plate to assemble, due to piece after assembling
Can produce contraction fissure, thus produce decorative layer cracking, come off, the phenomenon such as wallboard infiltration, strip precast assembles wall (room simultaneously
Face) plate globality is poor, wind resistance, poor seismic behavior.Owing to assembled wall (roofing) plate also exists disadvantages described above, thus have influence on dress
Join the popularization of formula building.
Summary of the invention
The purpose of this utility model is to solve shortcoming present in assembled wall (roofing) plate, it is provided that a kind of prefabrication and assembly construction
Formula opens house in advance.
Prefabricated assembled pre-house, including by the assembled wallboard of precoated plate and roof boarding, it is characterised in that also wrap
Include stub and/or collar tie beam, be installed with horizontal direction reinforcing bar (rope) between wallboard and roof boarding and carry out coupling and tensioning, among wallboard
It is additionally provided with vertical reinforcing bar (rope)；This vertical reinforcing bar (rope) two is individually fixed in stub or the collar tie beam of body of wall lower end, with room
In the collar tie beam of panel or body of wall upper end (described fixed form can be that bolt is fixed).
The utility model has the advantage of:
(1) when each assembled unit precoated plate of assembled wall (roofing) plate, precoated plate penetrates horizontal direction reinforcing bar
(rope), tensioning reinforcing bar (rope), make precast slab unit also exists certain compressive pre-stress, to resist the shrinkage tensile stress in later stage,
Thus solve piece problem of Cracking；
(2) when assembled wallboard, arranging vertical reinforcing bar (rope) in wallboard, this vertical reinforcing bar (rope) is fixed on stub
In, the problem not enough to solve the vertical tensile strength of panel structure, plays wind resistance effect；
(3) by level and the vertical reinforcing bar (rope) of above-mentioned employing, improve the globality in house, thus improve house
Wind resistance, anti-seismic performance.
Accompanying drawing explanation
Fig. 1 is panel structure schematic diagram of the present utility model (being positioned at the profile of vertical reinforcement location).
Fig. 2 is panel structure schematic diagram of the present utility model (being positioned at the profile of horizontal direction reinforcement location).
Fig. 3 is room panel structure schematic diagram of the present utility model (being positioned at the profile of horizontal direction reinforcement location).
Detailed description of the invention
Below in conjunction with the accompanying drawings structural principle of the present utility model is described further.
Reference: 1 wallboard；2 roof boardings；3 stubs；4 horizontal direction reinforcing bars；5 is vertical
Reinforcing bar.
As shown in Figures 1 to 3, prefabricated assembled pre-house of the present utility model, including by the assembled wall of precoated plate
Plate and roof boarding, it is characterised in that also include stub, be installed with horizontal direction reinforcing bar and carry out coupling and opening between wallboard and roof boarding
Tightly, being additionally provided with vertical reinforcing bar among wallboard, this vertical reinforcing bar two is individually fixed in stub and roof boarding.
Claims (1)
- The most prefabricated assembled pre-house, including by the assembled wallboard of precoated plate and roof boarding, it is characterised in that also include Stub and/or collar tie beam, be installed with horizontal direction reinforcing bar and carry out coupling and tensioning, be additionally provided with among wallboard between wallboard and roof boarding Vertical reinforcing bar；This vertical reinforcing bar two is individually fixed in stub or the collar tie beam of body of wall lower end, with roof boarding or body of wall upper end Collar tie beam in.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620236855.9U CN205476374U (en) | 2016-03-27 | 2016-03-27 | House is opened in advance to prefabricated assembled |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620236855.9U CN205476374U (en) | 2016-03-27 | 2016-03-27 | House is opened in advance to prefabricated assembled |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205476374U true CN205476374U (en) | 2016-08-17 |
Family
ID=56651886
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620236855.9U Active CN205476374U (en) | 2016-03-27 | 2016-03-27 | House is opened in advance to prefabricated assembled |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205476374U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111155711A (en) * | 2020-01-04 | 2020-05-15 | 宁夏大学 | High-strength wood beam structure of raw soil building |
-
2016
- 2016-03-27 CN CN201620236855.9U patent/CN205476374U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111155711A (en) * | 2020-01-04 | 2020-05-15 | 宁夏大学 | High-strength wood beam structure of raw soil building |
| CN111155711B (en) * | 2020-01-04 | 2021-10-15 | 宁夏大学 | High-strength wood beam structure of raw soil building |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107299699B (en) | Assembled cavity shear wall horizontal joint Alveolus type dry type connection structure | |
| CN103015565B (en) | Prefabricated and assembled type integrated reinforced concrete load bearing wall and building construction method | |
| CN105297887B (en) | The D light Steel Structure that two-way continuous twin beams is constituted | |
| CN208917657U (en) | Prefabricated assembled ultra-high performance concrete prestressing force i-shaped beams | |
| CN107905363A (en) | A kind of full assembly concrete beam column connector and beam-to-column joint method based on energy consumption part and shearing-resistant member | |
| CN102828573A (en) | Compressed-steel sandwich combination wallboard | |
| CN101446109A (en) | Composite component with alkaline-resisting glass fiber net plasterer | |
| CN209179247U (en) | A kind of novel precast reinforced concrete shearing force wall connection structure | |
| CN103243847B (en) | Prefabricating assembling type cold molding steel floor system and construction method thereof | |
| CN2931627Y (en) | Frame and wall plate combined building | |
| CN205296407U (en) | Embedded steel construction assembly house post roof beam connection structure | |
| CN204023777U (en) | The connected node of prefabricated assembled concrete beam column | |
| CN205476374U (en) | House is opened in advance to prefabricated assembled | |
| CN107035027A (en) | A kind of assembled steel reinforced concrete structure light wt compound external wall panel | |
| CN105951984B (en) | A kind of high ductility prefabricated integral frame mid-side node connection structure and construction method | |
| CN203080796U (en) | Reinforced concrete sandwich thermal insulating wallboard of prefabricated house | |
| CN201276862Y (en) | Heat-preserving environment-friendly shockproof house | |
| CN208152303U (en) | A kind of precast shear wall horizontal joint structure connected using groove profile steel plate | |
| CN217517861U (en) | Assembled T-shaped column and ecological inner wall self-tapping nail cluster connecting structure | |
| CN108018967B (en) | Novel building partition wall assembly connecting structure and construction method thereof | |
| CN102900150A (en) | Steel structure building system | |
| CN217517862U (en) | Assembled L shape post and ecological interior wall self-tapping nail cluster connection structure | |
| CN204590336U (en) | A kind of overlapped shear wall based on half prefabricated ultra-tough steel concrete | |
| CN206205139U (en) | A kind of prefabricated composite construction parapet | |
| CN101914949A (en) | Assembled housing and manufacturing method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20180615 Address after: 521000 Guangdong Chaozhou Zhongshan (Chaozhou) industrial transfer industrial park, south side of the park, Zhongshan Avenue North (numbering JN02-21-1) plot Patentee after: Chaozhou Jianli Steel Structure Technology Co., Ltd. Address before: 521000 South Building 302, South Nanxi Road, Xiangqiao District, Chaozhou, Guangdong, 11 Patentee before: Xu Gengqun |
|
| TR01 | Transfer of patent right |