CN201865054U - Hydraulic climbing formwork device for high bridge pier - Google Patents
Hydraulic climbing formwork device for high bridge pier Download PDFInfo
- Publication number
- CN201865054U CN201865054U CN2010206155709U CN201020615570U CN201865054U CN 201865054 U CN201865054 U CN 201865054U CN 2010206155709 U CN2010206155709 U CN 2010206155709U CN 201020615570 U CN201020615570 U CN 201020615570U CN 201865054 U CN201865054 U CN 201865054U
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- formwork device
- hydraulic climbing
- climbing formwork
- body frame
- template
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Abstract
The utility model relates to a hydraulic climbing formwork device for a high bridge pier. The device comprises a formwork (1), and is characterized in that the formwork (1) is connected with a back frame (2) and a mold release mechanism (3), a climbing rail (7) is arranged below the back frame (2) and fixedly connected with the bridge pier, an upper yoke body (5) and a lower yoke body (5) are arranged on the climbing rail (7) and connected with an oil cylinder (9), and the climbing rail (7) is connected with the back frame (2) through a hanging piece (10). Compared with the prior art, the hydraulic climbing formwork device has the advantages of safety, reliability, economization and the like, and is a safe, reliable and time-saving set of concrete pouring equipment with low cost.
Description
Technical field
The utility model relates to a kind of high pier hydraulic climbing formwork device, belongs to bridge pier concreting mould plate technique field.
Background technology
For a long time, traditional mould pouring type that turns over is adopted in the cast of bridge pier always, and is unalterable, promptly uses the template layer-by-layer casting in the casting process of bridge pier, after pouring first floor, use the tower crane moving die plate, up pours into a mould, till the bridge pier casting complete again.This pouring type, along with the continuous rising of bridge pier, increasing to the difficulty of workman operation, the safety factor to the employee constantly reduces simultaneously, and cast is inconvenient, and the cycle is long, modify shortcomings such as inconvenience to pouring into a mould bridge pier.During especially owing to the cast high pier, required template number and servicing unit are more, and this has increased the cost of bridge pier cast greatly.
Summary of the invention
The purpose of this utility model is: a kind of high pier hydraulic climbing formwork device is provided, and it is rational in infrastructure, can obviously improve casting quality, can improve the safety of operative employee in the bridge pier casting process effectively again, shortens casting cycle, reduces cost.
The utility model is to constitute like this: high pier hydraulic climbing formwork device, comprise template, and template connects back of the body frame and moves back mold mechanism; below back of the body frame, be provided with the rail of climbing of fixedlying connected with bridge pier; grip body up and down climbing to be provided with on the rail, grip body up and down and be connected, climb rail and be connected with back of the body frame by suspension member with oil cylinder.
Above-mentioned high pier hydraulic climbing formwork device, described back of the body frame is provided with working platform.
Above-mentioned high pier hydraulic climbing formwork device is provided with the load-bearing crossbeam on back of the body frame, suspension member is connected with the load-bearing crossbeam, is provided with the load-bearing diagonal brace below the load-bearing crossbeam.
Above-mentioned high pier hydraulic climbing formwork device is provided with the connection screw mandrel between inner and outer template.
Above-mentioned high pier hydraulic climbing formwork device, the described structure that moves back mold mechanism comprises base, is provided with gear and tooth bar in the base, is provided with mobile support saddle on tooth bar, mobile support saddle moves on base by directive wheel and guide strip.
Above-mentioned high pier hydraulic climbing formwork device, the described structure of gripping body up and down comprises junction plate, the junction plate top is provided with hanger, is provided with spacing hole clipping and guiding side plate on junction plate.
Compare with prior art, the utlity model has following advantage:
1. safety: this structure creeping formwork is different from other common die, and far-end control, the loss of avoiding improper use to cause are taked in the control of oil cylinder hydraulic system, after pouring, move moulds without tower crane, directly adopt the oil cylinder hydraulic jacking, tower crane wants safety a lot of relatively, because in the tower crane lifting process, need artificial the cooperation to finish, and general bridge pier height is higher, along with the lifting of template, operation easier is big more, and safety can not effectively be guaranteed.Adopt this hydraulic climbing formwork, after being ready to climb, only need primer fluid press operation handle can finish the lifting of a whole set of mould.
2. reliability: common templates relatively, this oil cylinder hydraulic creeping formwork relies on hydraulic system to finish moving of template fully, therefore, the quality of oil cylinder hydraulic system directly influences the lifting of creeping formwork in uphill process, hydraulic system is that the hydraulic pressure components and parts of a maturation are formed, reliability need not be queried, the climbing distance and the location of template in the creeping formwork design, have just been related to still more, so it is easily that construction is got up, and common templates after pouring a sections, is finished by tower crane, the accurate location that needs artificial dismounting and tower crane before and after the lifting, this has brought many uncertain factors to location and template lifting for the second time.
3. economy: in the casting process of common templates, because spacing, the lifting of template, need many auxiliary technological equipments, behind casting complete, also need artificial modification and installation, bring a lot of inconvenience will for like this manufacturing of template, and each sections all needs manually to build operating platform, and this has just increased tangible and invisible production and installation cost to template.And this hydraulic climbing formwork adopts the hydraulic pressure form upwards to climb, and creeping formwork itself has designed 3 operating platforms with regard to having considered operation factors in design process, and this climbs, installs, debugs and brought convenience for ensuing.And the laying of platform is reusable, greatly reduces cost.
4. high efficiency: for common template, after pouring, need solidify, a series of activities such as form removal, lifting, installation, correction, general casting cycle is about 15 to 30 days, and adopted the average casting cycle of hydraulic climbing formwork about 6 days, this has saved the engineering time greatly, and this provides sound assurance for finishing of engineering on time.
Description of drawings
Accompanying drawing 1 is a structural representation of the present utility model;
Accompanying drawing 2 moves back the structural representation of mold mechanism for the utility model;
Accompanying drawing 3 is an A place enlarged drawing in the accompanying drawing 1.
The specific embodiment
Embodiment of the present utility model: high pier hydraulic climbing formwork device; as shown in Figure 1; the template 1 that bridge pier is used is built in making; template 1 is divided into inner formword and exterior sheathing; template 1 connects back of the body frame 2 and moves back mold mechanism 3; by moving back mold mechanism 3 moving die plates 1; below back of the body frame 2, install fixedly connected with bridge pier climb rail 7; climbing rail 7 fixes by the built-in fitting 8 inside the bridge pier; grip body 5 under installing on the rail 7 climbing; grip body 5 up and down and be connected, grip body 5 up and down by adjusting and realize climbing of package unit, climb rail 7 and be connected with back of the body frame 2 by suspension member 10 with oil cylinder 9.
Installation work platform 12 on the back of the body frame 2 is convenient to operation.As shown in Figure 1, working platform 12 can also be provided with a plurality of.
On back of the body frame 2 load-bearing crossbeam 4 is installed, suspension member 10 is connected with load-bearing crossbeam 4, and load-bearing diagonal brace 6 is installed below load-bearing crossbeam 4, improves the stability of back of the body frame.
Connection screw mandrel 11 is installed between inner and outer template 1, template 1 is connected as one.
As shown in Figure 2, the structure that moves back mold mechanism 3 comprises base 13, and gear 14 and tooth bar 15 are installed in the base 13, connects mobile support saddle 16 on tooth bar 15, and mobile support saddle 16 moves on base 13 by directive wheel 17 and guide strip 18.Template 1 is connected with mobile support saddle 16, by transmitting gear 14, just tooth bar 15 and mobile support saddle 16 can be moved forward and backward, and drives template 1 and moves.
As shown in Figure 3, the structure of gripping body 5 up and down comprises junction plate 19, and hanger 20 is installed in junction plate 19 tops, produces spacing hole clipping 21 and guiding side plate 22 on junction plate 19.Spacing hole clipping 21 is used to climb the location of rail 7, and guiding side plate 22 is used for climbing the guiding of rail 7 when moving, convenient moving.
Operating principle is: built-in fitting 8 is contained on the template 1; again template 1 is fixed on the back of the body frame 2; back of the body frame 2 is connected with operating platform 12; after pouring first sections; regulate back of the body frame 2; make template 1 and metope inclination 2-5 degree; move and move back mold mechanism 3; make template 1 leave the metope certain distance; fix and move back mold mechanism 3, install the suspension member connector on built-in fitting 8, convenience is connected with suspension member 10; regulate the spacing hole clipping 21 of gripping body 5 up and down; make and grip body and climb rail 7 and unclamp, grip body down and climb rail 7 and fixedly connected, climb rail 7 and be in the lifting state; start apply device; lift cylinder 9 allows and climbs rail 7 and progressively climb, and the climbing back that puts in place is connected with built-in fitting 8 by suspension member connector 10; fix and climb rail 7; regulate the spacing hole clipping 21 grip body 5 up and down then, make and grip body and climb rail 7 and fixedly connected, grip body down and climb rail 7 and unclamp; climbing rail maintains static; allow back of the body frame 2 and template 1 integral body upwards climb, till template 1 rises the distance that requires, fix back of the body frame 2; move and move back mold mechanism 3; make template 1 near metope, regulate load-bearing diagonal brace 6, make template concordant with metope; fix template, realize cast for the second time.Repeatedly by above cycling, till the bridge pier casting complete.
Claims (6)
1. high pier hydraulic climbing formwork device; comprise template (1); it is characterized in that: template (1) connects back of the body frame (2) and moves back mold mechanism (3); be provided with in back of the body frame (2) below fixedly connected with bridge pier climb rail (7); grip body (5) up and down climbing to be provided with on the rail (7); grip body (5) up and down and be connected, climb rail (7) and be connected with back of the body frame (2) by suspension member (10) with oil cylinder (9).
2. high pier hydraulic climbing formwork device according to claim 1 is characterized in that: described back of the body frame (2) is provided with working platform (12).
3. high pier hydraulic climbing formwork device according to claim 1 is characterized in that: be provided with load-bearing crossbeam (4) on back of the body frame (2), suspension member (10) is connected with load-bearing crossbeam (4), is provided with load-bearing diagonal brace (6) in load-bearing crossbeam (4) below.
4. high pier hydraulic climbing formwork device according to claim 1 is characterized in that: be provided with connection screw mandrel (11) between inner and outer template (1).
5. high pier hydraulic climbing formwork device according to claim 1; it is characterized in that: the described structure that moves back mold mechanism (3) comprises base (13); be provided with gear (14) and tooth bar (15) in the base (13); be provided with mobile support saddle (16) on tooth bar (15), mobile support saddle (16) is gone up at base (13) by directive wheel (17) and guide strip (18) and is moved.
6. high pier hydraulic climbing formwork device according to claim 1, it is characterized in that: the described structure of gripping body (5) up and down comprises junction plate (19), junction plate (19) top is provided with hanger (20), is provided with spacing hole clipping (21) and guiding side plate (22) on junction plate (19).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206155709U CN201865054U (en) | 2010-11-19 | 2010-11-19 | Hydraulic climbing formwork device for high bridge pier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206155709U CN201865054U (en) | 2010-11-19 | 2010-11-19 | Hydraulic climbing formwork device for high bridge pier |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201865054U true CN201865054U (en) | 2011-06-15 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010206155709U Expired - Lifetime CN201865054U (en) | 2010-11-19 | 2010-11-19 | Hydraulic climbing formwork device for high bridge pier |
Country Status (1)
| Country | Link |
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| CN (1) | CN201865054U (en) |
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102535341A (en) * | 2012-01-04 | 2012-07-04 | 浙江永峰模具制造有限公司 | Construction process of hydraulic climbing form of high pier |
| CN103015327A (en) * | 2013-01-15 | 2013-04-03 | 中国土木工程集团有限公司 | Synchronous hydraulic die side jacking device of bridge climbing die frame and pier construction method |
| CN104863060A (en) * | 2015-05-23 | 2015-08-26 | 中国建筑第七工程局有限公司 | Leaning-tower template system and construction method adopting leaning-tower template system |
| CN105297639A (en) * | 2015-11-30 | 2016-02-03 | 任自放 | Multifunctional hydraulic lifting system and construction method thereof |
| CN105839542A (en) * | 2016-05-04 | 2016-08-10 | 中国十九冶集团有限公司 | Self-lifting outer frame turnover formwork device for high pier of bridge |
| CN105926449A (en) * | 2016-05-04 | 2016-09-07 | 中国十九冶集团有限公司 | Method for disassembling turnover formwork of high pier of bridge |
| CN107574759A (en) * | 2017-09-26 | 2018-01-12 | 韩朝锋 | A kind of concrete pier Casting Equipment |
| CN108611988A (en) * | 2018-07-03 | 2018-10-02 | 浦江县杰浩进出口有限公司 | A kind of Cast-in-place Bent Cap construction method |
| CN108842623A (en) * | 2018-06-25 | 2018-11-20 | 中国十七冶集团有限公司 | A kind of hydraulic self-creeping formwork construction method of Bridge High-pier column |
| CN108999086A (en) * | 2018-08-02 | 2018-12-14 | 胡彬 | Overhead bridge construction climbing constructing device |
| CN109537430A (en) * | 2019-01-18 | 2019-03-29 | 中交四公局第十工程有限公司 | Box beam concrete is poured with guiding device and box beam concrete casting method |
| CN112411988A (en) * | 2020-11-09 | 2021-02-26 | 厦门安科科技有限公司 | Novel attached lifting scaffold |
| CN112411987A (en) * | 2020-11-09 | 2021-02-26 | 厦门安科科技有限公司 | Anti-tilt attached lifting scaffold |
| CN112459447A (en) * | 2020-11-09 | 2021-03-09 | 厦门安科科技有限公司 | Attached lifting scaffold with novel lifting device |
| CN114717949A (en) * | 2022-03-17 | 2022-07-08 | 中交武汉港湾工程设计研究院有限公司 | Template automatic mold erecting and mold withdrawing driving device and intelligent control method |
-
2010
- 2010-11-19 CN CN2010206155709U patent/CN201865054U/en not_active Expired - Lifetime
Cited By (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102535341A (en) * | 2012-01-04 | 2012-07-04 | 浙江永峰模具制造有限公司 | Construction process of hydraulic climbing form of high pier |
| CN103015327A (en) * | 2013-01-15 | 2013-04-03 | 中国土木工程集团有限公司 | Synchronous hydraulic die side jacking device of bridge climbing die frame and pier construction method |
| CN104863060A (en) * | 2015-05-23 | 2015-08-26 | 中国建筑第七工程局有限公司 | Leaning-tower template system and construction method adopting leaning-tower template system |
| CN105297639A (en) * | 2015-11-30 | 2016-02-03 | 任自放 | Multifunctional hydraulic lifting system and construction method thereof |
| CN105297639B (en) * | 2015-11-30 | 2017-01-25 | 任自放 | Multifunctional hydraulic lifting system and construction method thereof |
| CN105839542A (en) * | 2016-05-04 | 2016-08-10 | 中国十九冶集团有限公司 | Self-lifting outer frame turnover formwork device for high pier of bridge |
| CN105926449A (en) * | 2016-05-04 | 2016-09-07 | 中国十九冶集团有限公司 | Method for disassembling turnover formwork of high pier of bridge |
| CN107574759A (en) * | 2017-09-26 | 2018-01-12 | 韩朝锋 | A kind of concrete pier Casting Equipment |
| CN108842623A (en) * | 2018-06-25 | 2018-11-20 | 中国十七冶集团有限公司 | A kind of hydraulic self-creeping formwork construction method of Bridge High-pier column |
| CN108611988A (en) * | 2018-07-03 | 2018-10-02 | 浦江县杰浩进出口有限公司 | A kind of Cast-in-place Bent Cap construction method |
| CN108999086A (en) * | 2018-08-02 | 2018-12-14 | 胡彬 | Overhead bridge construction climbing constructing device |
| CN109537430A (en) * | 2019-01-18 | 2019-03-29 | 中交四公局第十工程有限公司 | Box beam concrete is poured with guiding device and box beam concrete casting method |
| CN109537430B (en) * | 2019-01-18 | 2023-11-21 | 中交四公局第十工程有限公司 | Guide device for box girder concrete pouring and box girder concrete pouring method |
| CN112411988A (en) * | 2020-11-09 | 2021-02-26 | 厦门安科科技有限公司 | Novel attached lifting scaffold |
| CN112411987A (en) * | 2020-11-09 | 2021-02-26 | 厦门安科科技有限公司 | Anti-tilt attached lifting scaffold |
| CN112459447A (en) * | 2020-11-09 | 2021-03-09 | 厦门安科科技有限公司 | Attached lifting scaffold with novel lifting device |
| CN114717949A (en) * | 2022-03-17 | 2022-07-08 | 中交武汉港湾工程设计研究院有限公司 | Template automatic mold erecting and mold withdrawing driving device and intelligent control method |
| CN114717949B (en) * | 2022-03-17 | 2024-04-12 | 中交武汉港湾工程设计研究院有限公司 | Automatic formwork setting and withdrawing driving device and intelligent control method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C53 | Correction of patent for invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Wang Xu Inventor after: Chen Jin Inventor after: Xie Wei Inventor before: Wang Xu Inventor before: Shen Bo Inventor before: Xie Wei |
|
| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: WANG XU SHEN BO XIE WEI TO: WANG XU CHEN JIN XIE WEI |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20180614 Address after: 550018 black earth slope, Dongfeng Town, Wudang District, Guiyang City, Guizhou, China Patentee after: GUIZHOU KERUNHUA MECHANICAL AND ELECTRICAL EQUIPMENT CO., LTD. Address before: 550004 Beijing Road, Guiyang, Guizhou, 208 to 702, business building. Patentee before: Guiyang Shenyou Industry & Trade Co., Ltd. |
|
| TR01 | Transfer of patent right | ||
| CX01 | Expiry of patent term |
Granted publication date: 20110615 |
|
| CX01 | Expiry of patent term |