CN204357127U - The monolateral formwork erecting structure of a kind of ultra-deep pre-buried Screw arbor with nut at both-ends of outer wall of basement narrow space - Google Patents
The monolateral formwork erecting structure of a kind of ultra-deep pre-buried Screw arbor with nut at both-ends of outer wall of basement narrow space Download PDFInfo
- Publication number
- CN204357127U CN204357127U CN201420779157.4U CN201420779157U CN204357127U CN 204357127 U CN204357127 U CN 204357127U CN 201420779157 U CN201420779157 U CN 201420779157U CN 204357127 U CN204357127 U CN 204357127U
- Authority
- CN
- China
- Prior art keywords
- nut
- screw arbor
- bar planting
- wall
- arbor
- 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
- 238000009415 formwork Methods 0.000 title claims abstract description 16
- 210000003205 muscle Anatomy 0.000 claims abstract description 11
- 239000011449 brick Substances 0.000 claims abstract description 9
- 230000000712 assembly Effects 0.000 claims abstract description 6
- 238000000429 assembly Methods 0.000 claims abstract description 6
- 238000007789 sealing Methods 0.000 claims description 5
- 238000010276 construction Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model provides the pre-buried Screw arbor with nut at both-ends of a kind of ultra-deep outer wall of basement narrow space monolateral formwork erecting structure, it comprises many group water-stop opposite-pulling screw rod assemblies, often organize water-stop opposite-pulling screw rod assembly and comprise multiple water-stop opposite-pulling screw rod parts, each water-stop opposite-pulling screw rod parts comprise bar planting Screw arbor with nut at both-ends and multiple curved anchor Screw arbor with nut at both-ends, bar planting Screw arbor with nut at both-ends comprises two and takes root in muscle and a Screw arbor with nut at both-ends, in each bar planting Screw arbor with nut at both-ends two two ends taking root in muscle connect a soldier pile and brick wall respectively, the degree of depth that bar planting Screw arbor with nut at both-ends imbeds soldier pile is 80-120mm, in bar planting Screw arbor with nut at both-ends two to take root in the length that muscle imbeds brick wall be 800-1200mm, the curved anchor in one end of multiple curved anchor Screw arbor with nut at both-ends to plain concrete within the walls, the Screw arbor with nut at both-ends of bar planting Screw arbor with nut at both-ends and the other end of curved anchor Screw arbor with nut at both-ends are all imbedded to template system.The utility model solves a ultra-deep outer wall of basement small space formwork difficult problem, eliminates the use of form bracing system diagonal brace, simply efficiently simultaneously.
Description
Technical field
The invention belongs to building engineering field, relate to the monolateral formwork erecting structure of the pre-buried Screw arbor with nut at both-ends of a kind of ultra-deep outer wall of basement narrow space.
Background technology
At present, the spacing of some outer wall of basement and soldier pile is only 300mm ~ 600mm, and traditional form erecting technology is for this ultra-deep outer wall of basement narrow space application and construction operating difficulties, and operation is loaded down with trivial details, and construction slowly, affects the duration.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of efficient simple monolateral formwork erecting structure of the pre-buried Screw arbor with nut at both-ends of ultra-deep outer wall of basement narrow space.
Technical problem to be solved in the utility model is achieved through the following technical solutions:
The monolateral formwork erecting structure of a kind of ultra-deep pre-buried Screw arbor with nut at both-ends of outer wall of basement narrow space, it is characterized in that, it comprises many group water-stop opposite-pulling screw rod assemblies, described many group water-stop opposite-pulling screw rod assemblies are along the axial uniform intervals distribution of soldier pile, often organize water-stop opposite-pulling screw rod assembly and comprise multiple water-stop opposite-pulling screw rod parts that the horizontal direction uniform intervals along soldier pile distributes, each water-stop opposite-pulling screw rod parts comprise bar planting Screw arbor with nut at both-ends and multiple curved anchor Screw arbor with nut at both-ends, described bar planting Screw arbor with nut at both-ends comprises two and takes root in muscle and a Screw arbor with nut at both-ends, in each bar planting Screw arbor with nut at both-ends two two ends taking root in muscle connect a soldier pile and brick wall respectively, the degree of depth that described bar planting Screw arbor with nut at both-ends imbeds soldier pile is 80-120mm, in described bar planting Screw arbor with nut at both-ends two to take root in the length that muscle imbeds brick wall be 800-1200mm, the curved anchor in one end of described multiple curved anchor Screw arbor with nut at both-ends to plain concrete within the walls, the Screw arbor with nut at both-ends of described bar planting Screw arbor with nut at both-ends and the other end of curved anchor Screw arbor with nut at both-ends are all imbedded to template system.
In such scheme, the horizontal direction between the Screw arbor with nut at both-ends of described bar planting Screw arbor with nut at both-ends and adjacent curved anchor Screw arbor with nut at both-ends and the spacing of vertical direction are 1/3 of spacing between soldier pile.
In such scheme, the Screw arbor with nut at both-ends of described bar planting Screw arbor with nut at both-ends and the other end of adjacent curved anchor Screw arbor with nut at both-ends are the screw rod with sleeve connection.
In such scheme, the Screw arbor with nut at both-ends of described bar planting Screw arbor with nut at both-ends and the centre of adjacent curved anchor Screw arbor with nut at both-ends are all equipped with sealing piece.
In such scheme, the spacing of described outer wall of basement and soldier pile is 300mm ~ 600mm.
The utility model has following beneficial effect: the utility model solves a ultra-deep outer wall of basement small space formwork difficult problem, eliminate the use of form bracing system diagonal brace simultaneously, increase form erecting operation space, facilitate the construction of workman, improve work efficiency, achieving the duration honours an agreement; This technology and basement bottom board reinforcing bar binding synchronously carry out in addition, and the water-stop opposite-pulling screw rod of encryption effectively prevents concrete burst-mode, ensure that construction quality and safety.
Accompanying drawing explanation
Fig. 1 is the floor map of the monolateral formwork erecting structure of the pre-buried Screw arbor with nut at both-ends of ultra-deep outer wall of basement narrow space.
Fig. 2 is the generalized section of the monolateral formwork erecting structure of the pre-buried Screw arbor with nut at both-ends of ultra-deep outer wall of basement narrow space.
Fig. 3 is that Screw arbor with nut at both-ends buries schematic diagram underground.
In figure, 1-base plate, 2-floor, 3-soldier pile, 4-plain concrete wall, 5-brick wall, 6-exterior wall, 7-bar planting, the curved anchor Screw arbor with nut at both-ends of 8-, the sealing up screw of 9-bar planting Screw arbor with nut at both-ends, 10-sleeve, 11-screw rod, 12-sealing piece.
Detailed description of the invention
The utility model is described in further detail for Specification For Structure accompanying drawing below.
As shown in Figure 1 to Figure 3, its monolateral formwork erecting structure of the pre-buried Screw arbor with nut at both-ends of a kind of ultra-deep outer wall of basement narrow space provided for the utility model embodiment, it comprises many group water-stop opposite-pulling screw rod assemblies, this many groups water-stop opposite-pulling screw rod assembly is along the axial uniform intervals distribution of soldier pile 3, often organize water-stop opposite-pulling screw rod assembly and comprise multiple water-stop opposite-pulling screw rod parts that the horizontal direction uniform intervals along soldier pile 3 distributes, each water-stop opposite-pulling screw rod parts comprise bar planting Screw arbor with nut at both-ends and multiple curved anchor Screw arbor with nut at both-ends 8.Each bar planting Screw arbor with nut at both-ends comprises two Ф 8 bar planting 7 and a Screw arbor with nut at both-ends 9.In each bar planting Screw arbor with nut at both-ends two two ends taking root in muscle 7 connect a soldier pile 3 and brick wall 5 respectively.Bar planting Screw arbor with nut at both-ends imbeds the degree of depth l of soldier pile 3
afor 80-120mm.In bar planting Screw arbor with nut at both-ends two to take root in the length that muscle 7 imbeds brick wall 5 be 800-1200mm.The curved anchor in one end of multiple curved anchor Screw arbor with nut at both-ends 8 is in plain concrete wall 4.The other end of the Screw arbor with nut at both-ends 9 in bar planting Screw arbor with nut at both-ends and curved anchor Screw arbor with nut at both-ends 8 is all imbedded to template system.
In the present embodiment, the horizontal direction between the Screw arbor with nut at both-ends 9 of bar planting Screw arbor with nut at both-ends and curved anchor Screw arbor with nut at both-ends 8 and the spacing of vertical direction are 1/3 of space D z between soldier pile.In the present embodiment, the Screw arbor with nut at both-ends 9 of bar planting Screw arbor with nut at both-ends and the other end of curved anchor Screw arbor with nut at both-ends are the screw rod 11 connected with sleeve 10.The Screw arbor with nut at both-ends 9 of bar planting Screw arbor with nut at both-ends and the centre of curved anchor Screw arbor with nut at both-ends are equipped with sealing piece 12.In the present embodiment, the spacing of outer wall of basement and soldier pile is 300mm ~ 600mm.
It should be noted that, those of ordinary skill in the art is to be understood that, can modify to the technical solution of the utility model or equivalent replacement, and not depart from aim and the scope of technical solutions of the utility model, it all should be encompassed in the middle of right of the present utility model.
Claims (5)
1. the monolateral formwork erecting structure of the pre-buried Screw arbor with nut at both-ends of ultra-deep outer wall of basement narrow space, it is characterized in that, it comprises many group water-stop opposite-pulling screw rod assemblies, described many group water-stop opposite-pulling screw rod assemblies are along the axial uniform intervals distribution of soldier pile, often organize water-stop opposite-pulling screw rod assembly and comprise multiple water-stop opposite-pulling screw rod parts that the horizontal direction uniform intervals along soldier pile distributes, each water-stop opposite-pulling screw rod parts comprise bar planting Screw arbor with nut at both-ends and multiple curved anchor Screw arbor with nut at both-ends, described bar planting Screw arbor with nut at both-ends comprises two and takes root in muscle and a Screw arbor with nut at both-ends, in each bar planting Screw arbor with nut at both-ends two two ends taking root in muscle connect a soldier pile and brick wall respectively, the degree of depth that described bar planting Screw arbor with nut at both-ends imbeds soldier pile is 80-120mm, in described bar planting Screw arbor with nut at both-ends two to take root in the length that muscle imbeds brick wall be 800-1200mm, the curved anchor in one end of described multiple curved anchor Screw arbor with nut at both-ends to plain concrete within the walls, the Screw arbor with nut at both-ends of described bar planting Screw arbor with nut at both-ends and the other end of curved anchor Screw arbor with nut at both-ends are all imbedded to template system.
2. the monolateral formwork erecting structure of the pre-buried Screw arbor with nut at both-ends of ultra-deep outer wall of basement narrow space as claimed in claim 1, it is characterized in that, the horizontal direction between the Screw arbor with nut at both-ends of described bar planting Screw arbor with nut at both-ends and adjacent curved anchor Screw arbor with nut at both-ends and the spacing of vertical direction are 1/3 of spacing between soldier pile.
3. the monolateral formwork erecting structure of the pre-buried Screw arbor with nut at both-ends of ultra-deep outer wall of basement narrow space as claimed in claim 1, is characterized in that, the Screw arbor with nut at both-ends of described bar planting Screw arbor with nut at both-ends and the other end of adjacent curved anchor Screw arbor with nut at both-ends are the screw rod with sleeve connection.
4. the monolateral formwork erecting structure of the pre-buried Screw arbor with nut at both-ends of ultra-deep outer wall of basement narrow space as claimed in claim 1, it is characterized in that, the Screw arbor with nut at both-ends of described bar planting Screw arbor with nut at both-ends and the centre of adjacent curved anchor Screw arbor with nut at both-ends are all equipped with sealing piece.
5. the monolateral formwork erecting structure of the pre-buried Screw arbor with nut at both-ends of ultra-deep outer wall of basement narrow space as claimed in claim 1, it is characterized in that, the spacing of described outer wall of basement and soldier pile is 300mm ~ 600mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420779157.4U CN204357127U (en) | 2014-12-10 | 2014-12-10 | The monolateral formwork erecting structure of a kind of ultra-deep pre-buried Screw arbor with nut at both-ends of outer wall of basement narrow space |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420779157.4U CN204357127U (en) | 2014-12-10 | 2014-12-10 | The monolateral formwork erecting structure of a kind of ultra-deep pre-buried Screw arbor with nut at both-ends of outer wall of basement narrow space |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204357127U true CN204357127U (en) | 2015-05-27 |
Family
ID=53258605
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420779157.4U Expired - Fee Related CN204357127U (en) | 2014-12-10 | 2014-12-10 | The monolateral formwork erecting structure of a kind of ultra-deep pre-buried Screw arbor with nut at both-ends of outer wall of basement narrow space |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204357127U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105862873A (en) * | 2016-04-13 | 2016-08-17 | 北京建工四建工程建设有限公司 | Construction method of underground water prevention and exterior wall structures of narrow space of deep foundation pit |
| CN105971306A (en) * | 2016-06-30 | 2016-09-28 | 浙江城投建设有限公司 | Unilateral formwork structure of external shearing wall of basement and construction method of unilateral formwork structure |
| CN106978819A (en) * | 2017-05-22 | 2017-07-25 | 中冶建工集团有限公司 | One kind is without fertile groove construction basement barricade |
| CN107355077A (en) * | 2017-08-31 | 2017-11-17 | 中铁八局集团建筑工程有限公司 | A kind of basement barricade single side formwork reinforcing device and method |
| CN107675699A (en) * | 2017-09-07 | 2018-02-09 | 中建五局第三建设有限公司 | A kind of assembled sealing up screw reinforces one side formwork structure and construction method |
| CN108532939A (en) * | 2017-03-03 | 2018-09-14 | 上海宝冶集团有限公司 | Shear wall single side formwork method |
-
2014
- 2014-12-10 CN CN201420779157.4U patent/CN204357127U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105862873A (en) * | 2016-04-13 | 2016-08-17 | 北京建工四建工程建设有限公司 | Construction method of underground water prevention and exterior wall structures of narrow space of deep foundation pit |
| CN105971306A (en) * | 2016-06-30 | 2016-09-28 | 浙江城投建设有限公司 | Unilateral formwork structure of external shearing wall of basement and construction method of unilateral formwork structure |
| CN108532939A (en) * | 2017-03-03 | 2018-09-14 | 上海宝冶集团有限公司 | Shear wall single side formwork method |
| CN106978819A (en) * | 2017-05-22 | 2017-07-25 | 中冶建工集团有限公司 | One kind is without fertile groove construction basement barricade |
| CN107355077A (en) * | 2017-08-31 | 2017-11-17 | 中铁八局集团建筑工程有限公司 | A kind of basement barricade single side formwork reinforcing device and method |
| CN107675699A (en) * | 2017-09-07 | 2018-02-09 | 中建五局第三建设有限公司 | A kind of assembled sealing up screw reinforces one side formwork structure and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204357127U (en) | The monolateral formwork erecting structure of a kind of ultra-deep pre-buried Screw arbor with nut at both-ends of outer wall of basement narrow space | |
| CN204024678U (en) | A kind of tunnel support equipment | |
| CN204001779U (en) | A kind of built with ribbed bricks wall construction reinforced bar guiding device | |
| CN203755715U (en) | Wall underpinning structure | |
| CN103822026A (en) | Mine self-rooting cable hook device | |
| CN205036077U (en) | Shear force wall formwork support suitable for narrow and small space usage | |
| CN204456866U (en) | Construction formwork syndeton | |
| CN204266216U (en) | A kind of bamboo beam anchoring support structure of side slope | |
| CN201627360U (en) | Turnover formwork construction device | |
| CN204080820U (en) | A kind of concrete structure foundation ditch support replacement device | |
| CN206071077U (en) | A kind of new masonry pointer | |
| CN204435427U (en) | The vertical alter-pouring strips mould plate of basement shear wall | |
| CN204370426U (en) | A kind of retaining wall construction equipment based on multilayer template | |
| CN204080821U (en) | A kind of steel work foundation ditch support replacement device | |
| CN210177746U (en) | Firm building wall structure | |
| CN207277869U (en) | Brick arch certificate builds mould by laying bricks or stones | |
| CN203334287U (en) | Grouting device for supporting slopes of composite soil-nailed walls | |
| CN204899034U (en) | Prefabricated wall post | |
| CN105317216A (en) | Wall body reversed construction method and wall body and concrete framework casting structure | |
| CN204238223U (en) | A kind of bamboo cage stone mar of pattern foundation pit supporting structure | |
| CN204551857U (en) | Long nut component is used in furred ceiling suspention | |
| CN205276898U (en) | Wall construction support | |
| CN104389440B (en) | Reinforcement device | |
| CN204212448U (en) | Bracing means | |
| CN204266209U (en) | A kind of compound thick bamboo tube stone mar of pattern foundation pit supporting structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150527 |