CN207847078U - Core Walls Structure shear wall converts boom device without wall without creeping formwork seat in the plane at beam - Google Patents
Core Walls Structure shear wall converts boom device without wall without creeping formwork seat in the plane at beam Download PDFInfo
- Publication number
- CN207847078U CN207847078U CN201721498996.9U CN201721498996U CN207847078U CN 207847078 U CN207847078 U CN 207847078U CN 201721498996 U CN201721498996 U CN 201721498996U CN 207847078 U CN207847078 U CN 207847078U
- Authority
- CN
- China
- Prior art keywords
- plane
- fitting
- built
- creeping formwork
- wall
- 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
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model is related to a kind of Core Walls Structure shear walls to convert boom device without wall without creeping formwork seat in the plane at beam.Including the built-in fitting in door opening two sides is arranged（1）, the built-in fitting（1）On be provided with several connecting holes（2）, it is provided with conversion beam（3）Pass through the connecting hole（2）It is connected to built-in fitting（1）On, the conversion beam（3）Side is provided with connecting plate（4）, the connecting plate（4）Upper connection creeping formwork seat in the plane.When the utility model constructs to structure nonstandard layer, it can maximize and shorten construction period and climbing formwork for construction safety, then under common process condition of construction, design efficiency is fully achieved above most economical, technical security.
Description
Technical field
The utility model is related to a kind of Core Walls Structure shear walls to convert boom device without wall without creeping formwork seat in the plane at beam, belongs to building and applies
Work technical field.
Background technology
For creeping formwork engineering construction moreover, vertical structure wall of only constructing, due to project duration requirement, many structures can be
Underground position begins to use mould crawling process to construct, however underground structure is different from superstructure standard, and many shear wall undergrounds have
Door opening either Vierendeel girder and aerial part not this kind of structural beams or door opening, is difficult to exempt from when so carrying out creeping formwork conceptual design
It designs on door opening or Vierendeel girder creeping formwork seat in the plane.In this way can because of floor height difference, be less than index bed when creeping formwork without influence, but
Structure will appear empty situation when being above standard, because creeping formwork climbs, template, built-in fitting are designed according to index bed.
At present in this case, Normal practice is that meeting creeping formwork using correlations such as the interim column of concreting or beams climbs
Rise the component needed, time-consuming, expense, waste construction material etc..
Utility model content
The utility model solves above-mentioned construction difficult problem in view of the foregoing drawbacks, and it is an object of the present invention to provide a kind of simple and reasonable
Core Walls Structure shear wall without wall without at beam creeping formwork seat in the plane convert boom device.
The technical solution adopted in the utility model is thus：The utility model includes the built-in fitting being arranged in door opening two sides
（1）, the built-in fitting（1）On be provided with several connecting holes（2）, it is provided with conversion beam（3）Pass through the connecting hole（2）It is connected to
Built-in fitting（1）On, the conversion beam（3）Side is provided with connecting plate（4）, the connecting plate（4）Upper connection creeping formwork seat in the plane.
The built-in fitting（1）Towards conversion beam（3）Be provided on one side from the built-in fitting（1）The card that surface is extended
Block（11）, the conversion beam（3）Both sides, which are respectively arranged with, makes the fixture block（11）The card slot being caught in（31）.
The built-in fitting（1）For taper.
The conversion beam（3）Side is recessed groove, the connecting plate（4）It is connected to conversion beam（3）Upper and lower both sides are simultaneously
Gap is formed between the groove.
The conversion beam（3）Side is arranged and conversion beam（3）The parallel intermediate reinforcement block in upper and lower both sides（32）.
The conversion beam（3）It is welded on the connecting plate（4）On.
The utility model has the advantages that：When the utility model constructs to structure nonstandard layer, shortening construction work can be maximized
Phase and climbing formwork for construction safety, then under common process condition of construction, design efficiency is fully achieved above most economical, technical security.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model.
Fig. 2 is the structural schematic diagram of the utility model built-in fitting.
Fig. 3 is the structural schematic diagram of the utility model conversion beam.
1 it is built-in fitting in figure, 2 be connecting hole, 3 be conversion beam, 4 is connecting plate；
11 it is fixture block, 31 be card slot, 32 is reinforcement block.
Specific implementation mode
The utility model includes the built-in fitting 1 being arranged in door opening two sides, and several connecting holes are provided on the built-in fitting 1
2, it is provided with conversion beam 3 and is connected on built-in fitting 1 by the connecting hole 2,3 side of the conversion beam is provided with connecting plate 4, institute
It states and connects creeping formwork seat in the plane on connecting plate 4.
The built-in fitting 1 is provided with the fixture block 11 extended from 1 surface of the built-in fitting on one side towards conversion beam 3,
3 both sides of the conversion beam are respectively arranged with the card slot 31 for making the fixture block 11 be caught in.
The built-in fitting 1 is taper.
3 side of the conversion beam is recessed groove, and it is simultaneously and described that the connecting plate 4 is connected to about 3 both sides of conversion beam
Gap is formed between groove.
The intermediate reinforcement block 32 parallel with about 3 both sides of conversion beam is arranged in 3 side of the conversion beam.
The conversion beam 3 is welded on the connecting plate 4.
The utility model places taper built-in fitting 1 in original empty position door opening two sides first, this kind of built-in fitting 1 is direct
It is fixed with door opening side plank sheathing；After the completion of waiting for concreting, after door opening two sides plank sheathing is removed, it is mounted directly conversion beam
3.
Fixture block 11 on built-in fitting 1 is caught in into the card slot 31 on conversion beam 3 by the utility model, then passes through connecting hole
2 realize the fixation of built-in fitting 1 and conversion beam 3, and the connection of conversion beam 3 and creeping formwork seat in the plane is then realized by connecting plate 4.
Claims (6)
1. Core Walls Structure shear wall converts boom device without wall without creeping formwork seat in the plane at beam, which is characterized in that including being arranged in door opening both sides
The built-in fitting on side（1）, the built-in fitting（1）On be provided with several connecting holes（2）, it is provided with conversion beam（3）Pass through the connection
Hole（2）It is connected to built-in fitting（1）On, the conversion beam（3）Side is provided with connecting plate（4）, the connecting plate（4）Upper connection is climbed
Mould seat in the plane.
2. Core Walls Structure shear wall according to claim 1 converts boom device without wall without creeping formwork seat in the plane at beam, which is characterized in that
The built-in fitting（1）Towards conversion beam（3）Be provided on one side from the built-in fitting（1）The fixture block that surface is extended（11）,
The conversion beam（3）Both sides, which are respectively arranged with, makes the fixture block（11）The card slot being caught in（31）.
3. Core Walls Structure shear wall according to claim 1 converts boom device without wall without creeping formwork seat in the plane at beam, which is characterized in that
The built-in fitting（1）For taper.
4. Core Walls Structure shear wall according to claim 1 converts boom device without wall without creeping formwork seat in the plane at beam, which is characterized in that
The conversion beam（3）Side is recessed groove, the connecting plate（4）It is connected to conversion beam（3）Upper and lower both sides are simultaneously and described recessed
Gap is formed between slot.
5. Core Walls Structure shear wall according to claim 4 converts boom device without wall without creeping formwork seat in the plane at beam, which is characterized in that
The conversion beam（3）Side is arranged and conversion beam（3）The parallel intermediate reinforcement block in upper and lower both sides（32）.
6. Core Walls Structure shear wall according to claim 5 converts boom device without wall without creeping formwork seat in the plane at beam, which is characterized in that
The conversion beam（3）It is welded on the connecting plate（4）On.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721498996.9U CN207847078U (en) | 2017-11-12 | 2017-11-12 | Core Walls Structure shear wall converts boom device without wall without creeping formwork seat in the plane at beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721498996.9U CN207847078U (en) | 2017-11-12 | 2017-11-12 | Core Walls Structure shear wall converts boom device without wall without creeping formwork seat in the plane at beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207847078U true CN207847078U (en) | 2018-09-11 |
Family
ID=63422653
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721498996.9U Active CN207847078U (en) | 2017-11-12 | 2017-11-12 | Core Walls Structure shear wall converts boom device without wall without creeping formwork seat in the plane at beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207847078U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108691414A (en) * | 2017-11-12 | 2018-10-23 | 江苏揽月工程科技发展股份有限公司 | Core Walls Structure shear wall converts boom device without wall without creeping formwork seat in the plane at beam |
-
2017
- 2017-11-12 CN CN201721498996.9U patent/CN207847078U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108691414A (en) * | 2017-11-12 | 2018-10-23 | 江苏揽月工程科技发展股份有限公司 | Core Walls Structure shear wall converts boom device without wall without creeping formwork seat in the plane at beam |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106049691B (en) | A kind of fully-prefabricated assembled steel tube confinement frame joint | |
| CN107313506B (en) | Building frame structure with boundary beam and construction method thereof | |
| WO2016085187A1 (en) | Spacer for holding truss girder and coupling structure between deck plate and truss girder using same | |
| CN202969586U (en) | Prefabricated concrete beam-column anchor welding combined structure | |
| CN101538897A (en) | Construction method for main project of reinforced concrete building | |
| CN206053131U (en) | Precast floor slab steel reinforcement cage component and floor | |
| CN105442839A (en) | Erecting method of cantilever structure formwork bent | |
| CN103061517A (en) | Method for assembling novel substructure module type preformed joint-assembled type frame structure | |
| CN109537929B (en) | Reinforcing device and reinforcing method for extracting column reconstruction | |
| CN106149868A (en) | Prefabricated buildings architectural structure system and assembly method thereof | |
| CN203096926U (en) | Novel substructure module-type prefabricated frame structure to be mounted in manner of splicing | |
| CN207847078U (en) | Core Walls Structure shear wall converts boom device without wall without creeping formwork seat in the plane at beam | |
| KR101697360B1 (en) | Connection structure of prefabricated columns | |
| CN104895221B (en) | Assembled shaped steel confined concrete shear wall structure | |
| CN203808249U (en) | Column stirrup cage assembly for beam-column joint core region | |
| CN205875520U (en) | Precast beam steel reinforcement cage component and reinforced concrete roof beam | |
| CN211974012U (en) | Cast-in-place frame of prefabricated building | |
| CN108412099A (en) | Bar connecting formula concrete prefabricated board and connection method are buried after through thickness | |
| CN210857738U (en) | Assembled frame beam with tongue-and-groove connection | |
| CN203640257U (en) | Support of overhanging type scaffold | |
| CN106013421B (en) | A kind of method of construction of the compound assembled fiber concrete building of steel wood | |
| KR101324884B1 (en) | Hybrid building construction method combining dry type and wet type | |
| CN108691414A (en) | Core Walls Structure shear wall converts boom device without wall without creeping formwork seat in the plane at beam | |
| CN210151995U (en) | Assembled shear force wall flexible connection device | |
| CN108775086A (en) | The additional assembled integral beam-column node structure and construction method for being closed connection reinforcing bar |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |