CN204174935U - A kind of outer wall of basement one side formwork supporting and protection structure - Google Patents
A kind of outer wall of basement one side formwork supporting and protection structure Download PDFInfo
- Publication number
- CN204174935U CN204174935U CN201420619015.1U CN201420619015U CN204174935U CN 204174935 U CN204174935 U CN 204174935U CN 201420619015 U CN201420619015 U CN 201420619015U CN 204174935 U CN204174935 U CN 204174935U
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- basement
- wall
- crossbeam
- push rod
- flexible push
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Abstract
The utility model discloses a kind of outer wall of basement one side formwork supporting and protection structure, comprise template, perpendicular stupefied and horizontal stupefied, on horizontal stroke is stupefied, adopt one group of triangular supports to support, described triangular supports is made up of brace summer, crossbeam and flexible push rod, described flexible push rod two ends respectively with brace summer and crossbeam chain connection, junction plate is welded with in beam-end, brace summer bottom and junction plate chain connection, bar planting is fixedly connected with by clamp nut through after junction plate, and crossbeam is provided with a pair roll wheel assembly.The utility model not only structure is simple, be convenient to quick form removal, the efficiency of construction of outer wall of basement can be improved, and instead of in conventional method the mode adopting Screw arbor with nut at both-ends fixed form, avoid outer wall of basement occurring Screw arbor with nut at both-ends hole, effectively prevent outer wall of basement from occurring seepage problem.
Description
Technical field
The utility model relates to a kind of outer wall of basement one side formwork supporting and protection structure, belongs to basement technical field of building construction.
Background technology
When carrying out outer wall of basement construction, usual needs are at outer wall of basement both sides installation form, then after both sides template tightening being fixed by Screw arbor with nut at both-ends, concreting again, after outer wall of basement is shaping, need template to remove one by one, and Screw arbor with nut at both-ends is stayed in outer wall of basement because taking out.Therefore, outer wall formwork of basement of the prior art not only dismounting is cumbersome, the consumption of Screw arbor with nut at both-ends is large, construction cost is higher, and formwork integral structural instability, can (fastener as horizontal support bar skid or Screw arbor with nut at both-ends fracture etc.) lose efficacy and cause template to rise mould, spillage because some points, and be reserved in Screw arbor with nut at both-ends in outer wall of basement and can produce heat bridge phenomenon herein, even occur infiltration.In addition, the verticality of existing outer wall formwork of basement is difficult to adjustment, and the outer wall of basement after shaping exists the deviation of trace, and the minor departures of wall column verticality will make wall column bear laterally micro-load, easily causes later stage metope of plastering to ftracture, affects attractive in appearance.
Utility model content
The purpose of this utility model is, a kind of outer wall of basement one side formwork supporting and protection structure is provided, not only structure is simple, easy accessibility, the efficiency of construction of outer wall of basement can be improved, and instead of in conventional method the mode adopting Screw arbor with nut at both-ends fixed form, avoid outer wall of basement occurring Screw arbor with nut at both-ends hole, effectively prevent outer wall of basement from occurring seepage problem.
The technical solution of the utility model: a kind of outer wall of basement one side formwork supporting and protection structure, comprise template, perpendicular stupefied and horizontal stupefied, on horizontal stroke is stupefied, adopt one group of triangular supports to support, described triangular supports is made up of brace summer, crossbeam and flexible push rod, described flexible push rod two ends respectively with brace summer and crossbeam chain connection, junction plate is welded with in beam-end, brace summer bottom and junction plate chain connection, bar planting is fixedly connected with by clamp nut through after junction plate, and crossbeam is provided with a pair roll wheel assembly.
Described roll wheel assembly comprises roller and the rolling wheel support with screw rod, and the screw rod on described rolling wheel support, through after the holder be welded on crossbeam, is connected with the nut thread on holder.
Described flexible push rod is hydraulic mandril, comprises long flexible push rod and short flexible push rod.
Imbed in basement bottom board after described bar planting one end bending, the other end stretches out in basement bottom board horizontal by 45 ° of angles.
Owing to adopting technique scheme, the utility model has the advantage of: the utility model carrys out the template of the outdoor wall of support underground by triangular supports, and triangular supports is fixedly connected with the bar planting be set in advance in basement bottom board, therefore, when building outer wall of basement, the lateral pressure produced during concreting is passed to triangular supports by template, and lateral pressure is then passed to bar planting by triangular supports.Therefore, template support structure of the present utility model not only structure is simple, easy for installation, the efficiency of construction of outer wall of basement can be improved, and instead of in conventional method the mode adopting Screw arbor with nut at both-ends fixed form, avoid Screw arbor with nut at both-ends hole appears in shaping outer wall of basement, effectively prevent outer wall of basement from occurring seepage problem.Meanwhile, the utility model can also by the verticality of flexible push rod brace summer, and then the verticality of adjustment template, make shaping after outer wall of basement and horizontal plane, ensure the supporting capacity of outer wall of basement, prevent wall crazing.In addition, the utility model is provided with roll wheel assembly on crossbeam, after outer wall of basement has been built and when reaching form removal requirement, the roll wheel assembly on crossbeam can be utilized to support whole triangular supports and removed, reach the object of quick form removal, substantially increase efficiency of construction.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation;
Fig. 2 is the left view of Fig. 1;
Fig. 3 is the A enlarged drawing of Fig. 1;
Fig. 4 is the B enlarged drawing of Fig. 1.
Description of reference numerals: 1-template, 2-horizontal stroke is stupefied, and 3-erects stupefied, 4-junction plate, 5-leads wall, 6-basement bottom board, 7-bar planting, 8-roll wheel assembly, 9-jack, 10-crossbeam, the long flexible push rod of 11-, the short flexible push rod of 12-, 13-connects pawl, 14-brace summer, 15-structural beams, 16-outer wall of basement, 17-is loose spells template, 18-concrete pouring gate, 19-roller, 20-rolling wheel support, 21-nut, 22-holder, 23-clamp nut.
Detailed description of the invention
In order to make the utility model object, technical scheme and advantage clearly, below in conjunction with drawings and Examples, the utility model is described in further detail.
Embodiment
See Fig. 1, outer wall of basement one side formwork supporting and protection structure, comprise template 1, perpendicular stupefied 3 and horizontal stupefied 2, horizontal stroke stupefied 2 adopt one group of triangular supports support, described triangular supports is made up of brace summer 14, crossbeam 10 and flexible push rod, described flexible push rod is hydraulic mandril, comprises long flexible push rod 11 and short flexible push rod 12; Described length stretch push rod 11 and short flexible push rod 12 two ends respectively with brace summer 14 and crossbeam 10 chain connection, see Fig. 4, junction plate 4 is had at crossbeam 10 welding edges, brace summer 14 bottom and junction plate 4 chain connection, bar planting 7 is fixedly connected with by clamp nut 23 through after junction plate 4, imbed in basement bottom board 6 after described bar planting 7 one end bending, the other end stretches out in basement bottom board 6 horizontal by 45 ° of angles.Simultaneously, see Fig. 1 and Fig. 3, crossbeam 10 is provided with a pair roll wheel assembly 8, described roll wheel assembly 8 comprises roller 19 and the rolling wheel support 20 with screw rod, screw rod on described rolling wheel support 20, through after the holder 22 be welded on crossbeam 10, is threaded with the nut 21 on holder 22.
See Fig. 1 and Fig. 2, when carrying out outer wall of basement construction, bar planting 7 is bought in advance in the basement bottom board 6 at the corner place of outer wall of basement 16, then installation form 1, perpendicular stupefied 3 and horizontal stupefied 2, described template 1 bottom againsts leads wall 5 and installs, its top and structural beams 15 are reserved with the gap of 150 ~ 300mm, and the loose template 17 of spelling in this employing building site, gap is filled up, and is provided with concrete pouring gate 18 in loose spelling template 17.Then one group of triangular supports is adopted to support stupefied for horizontal stroke 2, make bar planting 7 triangular supports be fixed by clamp nut 23 through after the junction plate 4 in triangular supports simultaneously, plumb bob or spirit level is now utilized to detect the verticality of brace summer 12 in triangular supports, the stroke of the long flexible push rod 11 of adjustment and short flexible push rod 12, brace summer 14 and horizontal plane is made to keep vertical, then concrete pouring gate 18 is passed through to concreting in template 1, before carrying out concreting, one deck release agent is smeared in advance in template 1 and loose spelling in template 17, be convenient to template 1 and the demoulding when form removal of loose spelling template 17, need after concreting completes to carry out maintenance, after outer wall of basement 16 is shaping, clamp nut 23 is unclamped, then adopt jack 9 by whole triangular supports jack-up, and be rotated down rolling wheel support 20, until roller 19 contacts with basement bottom board 6, now unload jack 9, the weight of whole triangular supports is made all to drop on roller 19, then Chain block tether circumference support is adopted to be removed, reach the object of quick form removal.
Claims (4)
1. an outer wall of basement one side formwork supporting and protection structure, comprise template (1), perpendicular stupefied (3) and horizontal stupefied (2), support in the upper employing of horizontal stroke stupefied (2) one group of triangular supports, it is characterized in that: described triangular supports is by brace summer (14), crossbeam (10) and flexible push rod are formed, described flexible push rod two ends respectively with brace summer (14) and crossbeam (10) chain connection, junction plate (4) is had at crossbeam (10) welding edges, brace summer (14) bottom and junction plate (4) chain connection, bar planting (7) is fixedly connected with by clamp nut (23) afterwards through junction plate (4), crossbeam (10) is provided with a pair roll wheel assembly (8).
2. outer wall of basement one side formwork supporting and protection structure according to claim 1, it is characterized in that: described roll wheel assembly (8) comprises roller (19) and the rolling wheel support (20) with screw rod, screw rod on described rolling wheel support (20), through after the holder (22) be welded on crossbeam (10), is threaded with the nut (21) on holder (22).
3. outer wall of basement one side formwork supporting and protection structure according to claim 1, is characterized in that: described flexible push rod is hydraulic mandril, comprises long flexible push rod (11) and short flexible push rod (12).
4. outer wall of basement one side formwork supporting and protection structure according to claim 1, is characterized in that: imbed after described bar planting (7) one end bending in basement bottom board (6), the other end stretches out in basement bottom board (6) horizontal by 45 ° of angles.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420619015.1U CN204174935U (en) | 2014-10-24 | 2014-10-24 | A kind of outer wall of basement one side formwork supporting and protection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420619015.1U CN204174935U (en) | 2014-10-24 | 2014-10-24 | A kind of outer wall of basement one side formwork supporting and protection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204174935U true CN204174935U (en) | 2015-02-25 |
Family
ID=52563753
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420619015.1U Expired - Fee Related CN204174935U (en) | 2014-10-24 | 2014-10-24 | A kind of outer wall of basement one side formwork supporting and protection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204174935U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105971279A (en) * | 2016-05-03 | 2016-09-28 | 泰兴市第建筑安装工程有限公司 | High-low-stride single-face formwork supporting system |
| CN106013158A (en) * | 2016-06-07 | 2016-10-12 | 中国十七冶集团有限公司 | Aluminum alloy formwork one-edge formwork-supporting device |
| CN107013033A (en) * | 2017-04-26 | 2017-08-04 | 中铁十八局集团有限公司 | A kind of concrete side wall formwork for placing and its construction method |
| CN108239997A (en) * | 2018-03-28 | 2018-07-03 | 中铁十七局集团第三工程有限公司 | In-situ concrete wall one side formwork system |
| CN109025250A (en) * | 2018-06-22 | 2018-12-18 | 中建五局华东建设有限公司 | Deep basal pit outer wall of basement integrates one side formwork support system |
| CN110043023A (en) * | 2019-04-30 | 2019-07-23 | 中建八局第三建设有限公司 | A kind of bidirectional hydraulic for unilateral formwork frame body is from servo support device |
| CN110886487A (en) * | 2018-09-11 | 2020-03-17 | 中建铝新材料广东有限公司 | Aluminum alloy formwork basement single-side formwork erecting construction process |
| WO2023057949A1 (en) * | 2021-10-07 | 2023-04-13 | Faresin Formwork S.p.A. | Climbing bracket for formwork for vertical castings |
-
2014
- 2014-10-24 CN CN201420619015.1U patent/CN204174935U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105971279A (en) * | 2016-05-03 | 2016-09-28 | 泰兴市第建筑安装工程有限公司 | High-low-stride single-face formwork supporting system |
| CN106013158A (en) * | 2016-06-07 | 2016-10-12 | 中国十七冶集团有限公司 | Aluminum alloy formwork one-edge formwork-supporting device |
| CN107013033A (en) * | 2017-04-26 | 2017-08-04 | 中铁十八局集团有限公司 | A kind of concrete side wall formwork for placing and its construction method |
| CN108239997A (en) * | 2018-03-28 | 2018-07-03 | 中铁十七局集团第三工程有限公司 | In-situ concrete wall one side formwork system |
| CN109025250A (en) * | 2018-06-22 | 2018-12-18 | 中建五局华东建设有限公司 | Deep basal pit outer wall of basement integrates one side formwork support system |
| CN110886487A (en) * | 2018-09-11 | 2020-03-17 | 中建铝新材料广东有限公司 | Aluminum alloy formwork basement single-side formwork erecting construction process |
| CN110043023A (en) * | 2019-04-30 | 2019-07-23 | 中建八局第三建设有限公司 | A kind of bidirectional hydraulic for unilateral formwork frame body is from servo support device |
| WO2023057949A1 (en) * | 2021-10-07 | 2023-04-13 | Faresin Formwork S.p.A. | Climbing bracket for formwork for vertical castings |
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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: 20150225 Termination date: 20151024 |
|
| EXPY | Termination of patent right or utility model |