CN206448404U - A kind of prefabricated assembled board wall I-steel welding node construction - Google Patents
A kind of prefabricated assembled board wall I-steel welding node construction Download PDFInfo
- Publication number
- CN206448404U CN206448404U CN201720033508.0U CN201720033508U CN206448404U CN 206448404 U CN206448404 U CN 206448404U CN 201720033508 U CN201720033508 U CN 201720033508U CN 206448404 U CN206448404 U CN 206448404U
- Authority
- CN
- China
- Prior art keywords
- steel
- node
- board wall
- prefabricated assembled
- assembled board
- 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 - Fee Related
Links
Landscapes
- Panels For Use In Building Construction (AREA)
Abstract
Constructed the utility model discloses a kind of prefabricated assembled board wall I-steel welding node, it is adaptable to which prefabricated assembled board wall is fixedly connected with building stratum.Mainly include prefabricated assembled board wall, concrete, node I-steel, weld seam, reserved groove, pre-embedded steel slab and reinforcement etc..Node I-steel is made as entirety as endpoint node and prefabricated assembled board wall in factory, and node I-steel is connected into installation with the pre-embedded steel slab with reinforcement using welding method during on-site hoisting.Install, poured exposed groove and node seam crossing and vibration compacting with pea gravel concreten in reserved groove, complete to be fixedly mounted.The utility model is rational in infrastructure, and node strength is big, and lifting speed is fast, and installation accuracy is high, and achievable once mounting is in place, and node good concealment does not influence overall appearance.
Description
Technical field
Utility model is related to a kind of board wall and construction is fixedly mounted, and in particular to a kind of prefabricated assembled board wall I-steel welding
Joint structure.
Background technology
As new building technology and continuing to develop for material are widely used with progress, prefabrication.
In the country that many building industrializations are flourishing, prefabrication experienced long-term experiment and application, modernization it is prefabricated
Assembled architecture product can be with the various functions of highly integrated building, and the form and component of building are very exquisite.I
State's construction demand amount is big, construction speed fast, necessary development prefabrication, then to prefabricated construction node
Detailing requiments also more and more higher.
Utility model content
Utility model purpose：The purpose of this utility model is that there is provided a kind of structure in order to solve deficiency of the prior art
Rationally, node strength is big, and lifting speed is fast, and installation accuracy is high, and achievable once mounting is in place, and node good concealment does not influence
The prefabricated assembled board wall I-steel welding node structure of overall appearance.
Technical scheme：A kind of prefabricated assembled board wall I-steel welding node construction described in the utility model, including it is pre-
Assembled board wall processed, concrete, node I-steel, weld seam, reserved groove, pre-embedded steel slab and reinforcement, the node
One end of I-steel is embedded in the prefabricated assembled board wall and is welded and fixed with the reinforcing bar in prefabricated assembled board wall,
The other end of described I-steel is welded and fixed with pre-embedded steel slab, and the pre-embedded steel slab is located at the bottom of the reserved groove, institute
State and some reinforcements are provided with below pre-embedded steel slab.
Further, the reserved channel section width than prefabricated assembled board wall thickness per side at least above 200mm,
The depth of reserved groove is not less than 40mm, and the width of pre-embedded steel slab is at least more than than node I-steel lower flange width per side
60mm, the thickness of pre-embedded steel slab is not less than 8mm.
Further, the reinforcement uses hot rolled ribbed bars, and diameter is not less than 20mm, and spacing is not more than 200, anchored into
Length in concrete is not less than 500mm.
Further, if the thickness of concrete is less than 500mm, reinforcement should set 180 degree crotch and anchor into concrete
In structure sheaf.
Further, the node I-steel uses 350 × 175 × 7 × 11mm, for the board wall that thickness is larger, according to
Actual (real) thickness carries out I-steel type selecting, and the top flange of node I-steel should be stretched into and is no less than in prefabricated assembled board wall
60mm。
Beneficial effect：The utility model is rational in infrastructure, and node strength is big, and lifting speed is fast, and installation accuracy is high, can be achieved one
Secondary to install in place, node good concealment does not influence overall appearance.
Brief description of the drawings
Fig. 1 is the utility model welding node organigram.
Embodiment
A kind of prefabricated assembled board wall I-steel welding node construction as shown in Figure 1, including prefabricated assembled board wall 1,
Concrete 2, node I-steel 3, weld seam 4, reserved groove 5, pre-embedded steel slab 6 and reinforcement 7, the node I-steel 3
One end be embedded in the prefabricated assembled board wall 1 and be welded and fixed with the reinforcing bar in prefabricated assembled board wall 1, it is described
The other end of point I-steel 3 is welded and fixed with pre-embedded steel slab 6, and the pre-embedded steel slab 6 is located at the bottom of the reserved groove 5, institute
State the lower section of pre-embedded steel slab 6 and be provided with some reinforcements 7.
The cross-sectional width of reserved groove 5 than prefabricated assembled board wall 1 thickness per side at least above 200mm, reserve it is recessed
The depth of groove 5 is not less than 40mm, and the width of pre-embedded steel slab 6 is at least respectively more than 60mm per side than the lower flange width of node I-steel 3,
The thickness of pre-embedded steel slab 6 is not less than 8mm.
The reinforcement 7 uses hot rolled ribbed bars, and diameter is not less than 20mm, and spacing is not more than 200, anchors into concrete knot
Length in structure layer 2 is not less than 500mm.If the thickness of concrete 2 is less than 500mm, reinforcement 7 should set 180 degree crotch
Anchor into concrete 2.
The node I-steel 3 uses 350 × 175 × 7 × 11mm, for the board wall that thickness is larger, according to actual (real) thickness
I-steel type selecting is carried out, and the top flange of node I-steel 3 should be stretched into prefabricated assembled board wall 1 no less than 60mm.
It is described above, only it is preferred embodiment of the present utility model, not makees any formal to the utility model
Limitation, although the utility model is disclosed above with preferred embodiment, but is not limited to the utility model, any ripe
Professional and technical personnel is known, is not being departed from the range of technical solutions of the utility model, when in the technology using the disclosure above
Hold the equivalent embodiment made a little change or be modified to equivalent variations, as long as without departing from technical solutions of the utility model
Hold, any simple modification, equivalent variations and the modification made according to technical spirit of the present utility model to above example, still
Belong in the range of technical solutions of the utility model.
Claims (5)
1. a kind of prefabricated assembled board wall I-steel welding node construction, it is characterised in that：Including prefabricated assembled board wall（1）,
Concrete（2）, node I-steel（3）, weld seam（4）, reserved groove（5）, pre-embedded steel slab（6）And reinforcement（7）, it is described
Node I-steel（3）One end be embedded in the prefabricated assembled board wall（1）In and with prefabricated assembled board wall（1）In reinforcing bar
It is welded and fixed, the node I-steel（3）The other end and pre-embedded steel slab（6）It is welded and fixed, the pre-embedded steel slab（6）If
In the reserved groove（5）Bottom, the pre-embedded steel slab（6）Lower section is provided with some reinforcements（7）.
2. a kind of prefabricated assembled board wall I-steel welding node construction according to claim 1, it is characterised in that：It is described
Reserved groove（5）Cross-sectional width is than prefabricated assembled board wall（1）Thickness per side at least above 200mm, reserve groove（5）Depth
Degree is not less than 40mm, pre-embedded steel slab（6）Width than node I-steel（3）Lower flange width is at least respectively more than 60mm per side, in advance
Bury steel plate（6）Thickness be not less than 8mm.
3. a kind of prefabricated assembled board wall I-steel welding node construction according to claim 1, it is characterised in that：It is described
Reinforcement（7）Using hot rolled ribbed bars, diameter is not less than 20mm, and spacing is not more than 200, anchors into concrete（2）In
Length be not less than 500mm.
4. a kind of prefabricated assembled board wall I-steel welding node construction according to claim 1, it is characterised in that：If mixed
Xtah Crude Clay structure layer（2）Thickness be less than 500mm, reinforcement（7）180 degree crotch should be set and anchor into concrete（2）In.
5. a kind of prefabricated assembled board wall I-steel welding node construction according to claim 1, it is characterised in that：It is described
Node I-steel（3）Using 350 × 175 × 7 × 11mm, for the board wall that thickness is larger, I-steel is carried out according to actual (real) thickness
Type selecting, and node I-steel（3）Top flange should stretch into prefabricated assembled board wall（1）In be no less than 60mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720033508.0U CN206448404U (en) | 2017-01-12 | 2017-01-12 | A kind of prefabricated assembled board wall I-steel welding node construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720033508.0U CN206448404U (en) | 2017-01-12 | 2017-01-12 | A kind of prefabricated assembled board wall I-steel welding node construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206448404U true CN206448404U (en) | 2017-08-29 |
Family
ID=59672479
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720033508.0U Expired - Fee Related CN206448404U (en) | 2017-01-12 | 2017-01-12 | A kind of prefabricated assembled board wall I-steel welding node construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206448404U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2019100668A1 (en) * | 2017-11-22 | 2019-05-31 | 深圳市亚泰国际建设股份有限公司 | Modular wall, modular wall column, and modular wall system |
-
2017
- 2017-01-12 CN CN201720033508.0U patent/CN206448404U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2019100668A1 (en) * | 2017-11-22 | 2019-05-31 | 深圳市亚泰国际建设股份有限公司 | Modular wall, modular wall column, and modular wall system |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105863111B (en) | The steel frame construction of embedded precast concrete shear wall bending resistance simultaneously | |
| CN105569224B (en) | Concrete filled steel tube edge constraint overlaps monoblock type shear wall and preparation and installation method | |
| CN107542196A (en) | Prestressed concrete bidirectional laminated slab and preparation method | |
| CN105735469B (en) | A kind of part adhesive precast prestressed concrete frame structure | |
| CN107165272A (en) | Prestressing force assembly concrete frame joint attachment structure and its construction method | |
| CN106284044A (en) | A kind of Novel steel concrete composite bridge and construction method thereof | |
| CN106703269A (en) | Prestressed concrete superimposed sheet with steel trusses and manufacturing method | |
| CN106013432B (en) | A kind of high ductility prefabricated integral frame interior joint connection structure and construction method | |
| CN107299699A (en) | Assembled cavity shear wall horizontal joint Alveolus type dry type attachment structure | |
| CN203080430U (en) | Assembly and cast-in-place combined type reinforced concrete pipe type culvert | |
| CN208685438U (en) | A kind of wet seam type of attachment of sectional type floorings | |
| CN107355010A (en) | Precast concrete shear wall shaped steel node connection structure | |
| CN206189647U (en) | Novel infilled wall brickwork drawknot muscle structure | |
| CN107060157A (en) | A kind of non-dismantling formwork composite inner wall and its method of construction | |
| CN107447901A (en) | Anti-seismic prefabricated floor and floor antidetonation splicing construction | |
| CN104895230A (en) | Post-cast belt for precast composite floor slabs and construction method of post-cast belt | |
| CN107143065A (en) | Prefabricated load bearing concrete wall panel combining structure and construction method | |
| CN206352357U (en) | A kind of prestressed concrete overlapped slab with steel truss | |
| CN108708273A (en) | A kind of wet seam type of attachment of sectional type floorings | |
| CN106948548A (en) | A kind of precast concrete frame beam structure | |
| CN110005109A (en) | A kind of open flume type prestressed concrete overlapped slab | |
| CN208430661U (en) | A kind of vertical piece construction of line-styled self-heat conserving overlapped shear wall | |
| CN208534081U (en) | A kind of reconstruction structure of old building constructional column | |
| CN107905368B (en) | A kind of assembled beam and assembled column connection structure and construction method | |
| CN206448404U (en) | A kind of prefabricated assembled board wall I-steel welding node construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170829 Termination date: 20180112 |