CN205605223U - Prefabricated tube coupling fluid pressure type combination steel form - Google Patents
Prefabricated tube coupling fluid pressure type combination steel form Download PDFInfo
- Publication number
- CN205605223U CN205605223U CN201620102347.1U CN201620102347U CN205605223U CN 205605223 U CN205605223 U CN 205605223U CN 201620102347 U CN201620102347 U CN 201620102347U CN 205605223 U CN205605223 U CN 205605223U
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- template
- tube coupling
- fluid pressure
- prefabricated tube
- pressure type
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- 230000001808 coupling Effects 0.000 title claims abstract description 32
- 238000010168 coupling process Methods 0.000 title claims abstract description 32
- 238000005859 coupling reaction Methods 0.000 title claims abstract description 32
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 31
- 239000010959 steel Substances 0.000 title claims abstract description 31
- 239000012530 fluid Substances 0.000 title claims abstract description 26
- 239000000203 mixture Substances 0.000 title abstract description 4
- 238000009415 formwork Methods 0.000 claims description 22
- 238000010276 construction Methods 0.000 abstract description 6
- 238000009434 installation Methods 0.000 abstract 1
- 238000000465 moulding Methods 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 9
- 210000001503 Joints Anatomy 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
Abstract
The utility model provides a prefabricated tube coupling fluid pressure type combination steel form, includes braced system and the two parts of template system: braced system includes central hydraulic pressure bracing piece, top fixed cross beam, bottom mounting spacing groove, center hydraulic pressure bracing piece is the cross through 4 jack and arranges, the center sets up unable adjustment base, the other end welds integratively with 4 first inner formwords and second inner formword, it props to form the inner formword main tributary, end template settings has spacing recess, shape moulding board bottom mounting system, die block board upper end adopts the channel -section steel cross fixed, it is fixed with the exterior sheathing with first inner formword and second inner formword, form top fixed cross beam system, connect through flange bolt between each template, form prefabricated tube coupling fluid pressure type combination steel form. The utility model discloses an advantage: solved that artifical input is many, template and support installation time be long, form joint department concrete leaks to be starched and the relatively poor difficult problem of concrete appearance quality, has improved mechanical construction degree and work efficiency, the cost is reduced.
Description
Technical field
This utility model relates to the prefabricated middle concrete construction support of jacking pipe joints and the design field of template in pipe jacking tunnel construction, particularly to a kind of prefabricated tube coupling fluid pressure type combined steel formwork.
Background technology
The traditional prefabricated employing of concrete tube coupling inside and outside portion simple rack and the little punching block of combination or wooden model, the method for hand-placed concrete.This technique needs the most more of input, and owing to prefabricated tube coupling diameter is less, work surface is little, work efficiency is relatively low, so the time often saving prefabricated pipe template and rack construction is longer, mechanized construction degree is the highest, and at form joint, concrete is the fullest and Surface Quality of Concrete is poor.
Utility model content
The purpose of this utility model be in order to solve manually to put into that concrete at many, circulation time length, form joint is the fullest and Surface Quality of Concrete is poor, the technical barrier such as relatively costly, spy provides a kind of prefabricated tube coupling fluid pressure type combined steel formwork.
This utility model provides a kind of prefabricated tube coupling fluid pressure type combined steel formwork, it is characterised in that: described prefabricated tube coupling light section cable tunnel integral tunnel lining system, including support system and template system two large divisions:
Wherein, support system includes center hydraulic pressure support bar 5, top fixed cross beam 4, end template 6；Center hydraulic pressure support bar 5 is that cross is arranged by 4 jack, centrally disposed firm banking 7, in the other end and 4 piece first, in template 1 and second, template 2 is integrally welded, the main support of template in being formed, end template 6 is provided with limited impression, form template bottom fixed system, end template 6 upper end uses channel-section steel cross to fix, template 2 in template 1 and second in first is fixed with exterior sheathing 3, form top fixed cross beam 4, connected by flange bolt between each piece of template, form prefabricated tube coupling fluid pressure type combined steel formwork.
Described center hydraulic pressure support bar 5 surrounding is symmetrical arranged hydraulic jack, is bounced back by hydraulic means Control architecture or stretches out.
Template 2 in template 1, second in first and exterior sheathing 3 are fixed integral by described top fixed cross beam 4.
Advantage of the present utility model:
Prefabricated tube coupling fluid pressure type combined steel formwork described in the utility model, solve many, the template of artificial input and the support set-up time is long, concrete spillage and the poor difficult problem of Surface Quality of Concrete at form joint, improve mechanized construction degree, add work efficiency, greatly reduce cost simultaneously.
Accompanying drawing explanation
Below in conjunction with the accompanying drawings and this utility model is described in further detail by embodiment:
Fig. 1 is prefabricated tube coupling fluid pressure type combined steel formwork schematic diagram；
Fig. 2 is prefabricated tube coupling fluid pressure type combined steel formwork center hydraulic pressure support bar schematic diagram；
Fig. 3 is template schematic diagram one in prefabricated tube coupling fluid pressure type combined steel formwork first；
Fig. 4 is template schematic diagram two in prefabricated tube coupling fluid pressure type combined steel formwork first；
Fig. 5 is template schematic diagram one in prefabricated tube coupling fluid pressure type combined steel formwork second；
Fig. 6 is template schematic diagram two in prefabricated tube coupling fluid pressure type combined steel formwork second；
Fig. 7 is prefabricated tube coupling fluid pressure type combined steel formwork exterior sheathing schematic diagram one；
Fig. 8 is prefabricated tube coupling fluid pressure type combined steel formwork exterior sheathing schematic diagram two；
Fig. 9 is prefabricated tube coupling fluid pressure type combined steel formwork end template schematic diagram.
Detailed description of the invention
Embodiment 1
Present embodiments provide a kind of prefabricated tube coupling fluid pressure type combined steel formwork, it is characterised in that: described prefabricated tube coupling light section cable tunnel integral tunnel lining system, including support system and template system two large divisions:
Wherein, support system includes center hydraulic pressure support bar 5, top fixed cross beam 4, end template 6；Center hydraulic pressure support bar 5 is that cross is arranged by 4 jack, centrally disposed firm banking 7, in the other end and 4 piece first, in template 1 and second, template 2 is integrally welded, the main support of template in being formed, end template 6 is provided with limited impression, form template bottom fixed system, end template 6 upper end uses channel-section steel cross to fix, template 2 in template 1 and second in first is fixed with exterior sheathing 3, form top fixed cross beam 4, connected by flange bolt between each piece of template, form prefabricated tube coupling fluid pressure type combined steel formwork.
Described center hydraulic pressure support bar 5 surrounding is symmetrical arranged hydraulic jack, is bounced back by hydraulic means Control architecture or stretches out.
Template 2 in template 1, second in first and exterior sheathing 3 are fixed integral by described top fixed cross beam 4.
Embodiment 2
Present embodiments provide a kind of prefabricated tube coupling fluid pressure type combined steel formwork, it is characterised in that: described prefabricated tube coupling light section cable tunnel integral tunnel lining system, including support system and template system two large divisions:
Wherein, support system includes center hydraulic pressure support bar 5, top fixed cross beam 4, end template 6；Center hydraulic pressure support bar 5 is that cross is arranged by 4 jack, centrally disposed firm banking 7, in the other end and 4 piece first, in template 1 and second, template 2 is integrally welded, the main support of template in being formed, end template 6 is provided with limited impression, form template bottom fixed system, end template 6 upper end uses channel-section steel cross to fix, template 2 in template 1 and second in first is fixed with exterior sheathing 3, form top fixed cross beam 4, connected by flange bolt between each piece of template, form prefabricated tube coupling fluid pressure type combined steel formwork.
Claims (3)
1. a prefabricated tube coupling fluid pressure type combined steel formwork, it is characterised in that: described prefabricated tube coupling light section cable tunnel integral tunnel lining system, including support system and template system two large divisions:
Wherein, support system includes center hydraulic pressure support bar (5), top fixed cross beam (4), end template (6)；Center hydraulic pressure support bar (5) is that cross is arranged by 4 jack, centrally disposed firm banking (7), in the other end and 4 piece first, in template (1) and second, template (2) is integrally welded, the main support of template in being formed, end template (6) is provided with limited impression, form template bottom fixed system, end template (6) upper end uses channel-section steel cross to fix, template (2) in template (1) and second in first is fixed with exterior sheathing (3), form top fixed cross beam (4), connected by flange bolt between each piece of template, form prefabricated tube coupling fluid pressure type combined steel formwork.
2. according to the prefabricated tube coupling fluid pressure type combined steel formwork described in claim 1, it is characterised in that: described center hydraulic pressure support bar (5) surrounding is symmetrical arranged hydraulic jack, is bounced back by hydraulic means Control architecture or stretches out.
3. according to the prefabricated tube coupling fluid pressure type combined steel formwork described in claim 1, it is characterised in that: described top fixed cross beam (4) is by template (1) in first, template (2) and exterior sheathing (3) are fixing integral in second.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620102347.1U CN205605223U (en) | 2016-02-01 | 2016-02-01 | Prefabricated tube coupling fluid pressure type combination steel form |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620102347.1U CN205605223U (en) | 2016-02-01 | 2016-02-01 | Prefabricated tube coupling fluid pressure type combination steel form |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205605223U true CN205605223U (en) | 2016-09-28 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620102347.1U Active CN205605223U (en) | 2016-02-01 | 2016-02-01 | Prefabricated tube coupling fluid pressure type combination steel form |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205605223U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107178075A (en) * | 2017-05-31 | 2017-09-19 | 中铁二十局集团第六工程有限公司 | Railroad bed settlement observes scale protection post and its makes application method |
| CN108396090A (en) * | 2018-03-27 | 2018-08-14 | 中国冶集团有限公司 | The resistance to material of hot-blast main builds mold and its construction method by laying bricks or stones |
| CN113084974A (en) * | 2021-03-30 | 2021-07-09 | 庐江县建川水泥制品有限公司 | Forming processing device and method for hollow cement prefabricated member |
-
2016
- 2016-02-01 CN CN201620102347.1U patent/CN205605223U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107178075A (en) * | 2017-05-31 | 2017-09-19 | 中铁二十局集团第六工程有限公司 | Railroad bed settlement observes scale protection post and its makes application method |
| CN107178075B (en) * | 2017-05-31 | 2023-05-26 | 中铁二十一局集团第六工程有限公司 | Railway subgrade settlement observation scale protection column and manufacturing and using method thereof |
| CN108396090A (en) * | 2018-03-27 | 2018-08-14 | 中国冶集团有限公司 | The resistance to material of hot-blast main builds mold and its construction method by laying bricks or stones |
| CN113084974A (en) * | 2021-03-30 | 2021-07-09 | 庐江县建川水泥制品有限公司 | Forming processing device and method for hollow cement prefabricated member |
| CN113084974B (en) * | 2021-03-30 | 2022-07-26 | 庐江县建川水泥制品有限公司 | Forming processing device and method for hollow cement prefabricated member |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |