CN202787093U - Hydraulic climbing formwork device universally used by skew pier and straight pier - Google Patents
Hydraulic climbing formwork device universally used by skew pier and straight pier Download PDFInfo
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- CN202787093U CN202787093U CN 201220495959 CN201220495959U CN202787093U CN 202787093 U CN202787093 U CN 202787093U CN 201220495959 CN201220495959 CN 201220495959 CN 201220495959 U CN201220495959 U CN 201220495959U CN 202787093 U CN202787093 U CN 202787093U
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Abstract
The utility model relates to a hydraulic climbing formwork universally used by a skew pier and a straight pier. The hydraulic climbing formwork universally used by the skew pier and the straight pier comprises an anchoring system, a load- bearing system and a track system fixed on the skew pier or the straight pier through the anchoring system. Driven by a climbing system, the load- bearing system moves up along the track system which is anchored on the skew pier or the straight pier. The load- bearing system comprises a load- bearing beam and a load- bearing upright, the load- bearing system is arranged on the climbing system through the load- bearing upright, the load- bearing upright is fixed on an upper climbing box of the climbing system, one end of the load-bearing beam is connected with the load-bearing upright in a hinge mode, the load-bearing beam is supported by a load-bearing diagonal bracing which is respectively connected with the load- bearing and the load-bearing diagonal bracing in a hinge mod. Therefore, when the load- bearing beam revolves around an articulated shaft with respect to the load- bearing upright, the load-bearing diagonal bracing is capable of keeping the load- bearing beam always in a horizontal position. The hydraulic climbing formwork universally used by the skew pier and the straight pier is convenient to use, simple in structure, safe, reliable and meets requirement of being used in construction of a highly- skewed pier.
Description
Technical field
The utility model belongs to bridge pier column and king-post technical field of construction, relates in particular to a kind of Xie Dun and straight pier General hydraulic climbing apparatus.
Background technology
At present, in urban construction, modern bridge has engendered city large inclination inclined pier Landscape Bridge, in the face of various process units, how to accomplish large inclination inclined pier safety, practicality, and economic construction, this has higher requirement for our design.In the prior art, existing hydraulic climbing formwork structure miscellaneous, common straight pier shaft hydraulic climbing formwork, be only applicable to and vertical direction between angle be 0 ° ~ 12 ° Zhi Dun and the construction of little inclination inclined pier, the versatility of structure is poor, and the scope of application has obvious limitation, can not satisfy the large inclination inclined pier construction of gradient more than 12 °, be not easy to turnover and use, cost is higher.
The utility model content
The purpose of this utility model is to provide a kind of can realize its steady construction in the pier stud construction of large gradient, and assembly unit efficient is high, versatility is good, security performance is high Xie Dun and straight pier General hydraulic climbing apparatus.
A kind of Xie Dun and straight pier General hydraulic climbing apparatus, comprise anchor system, load bearing system, be fixed on the rail system on oblique pier or the straight pier and be installed in climbing system on the described rail system by described anchor system, described load bearing system drives along oblique pier or straight pier by described climbing system and moves up and down, described load bearing system comprises load bearing cross beam and bearing column, described load bearing system is installed on the described climbing system by described bearing column, described bearing column is fixed on the case that swashes of climbing system, one end of described load bearing cross beam is hinged on the upper of described bearing column, described load bearing cross beam is by supporting with the hinged load-bearing diagonal brace of described load bearing cross beam and described load-bearing diagonal brace respectively, and so that described load bearing cross beam is when the rotation of the relatively described bearing column of jointed shaft, described load-bearing diagonal brace keeps described load bearing cross beam to be horizontal always.
The rotation between 0 degree～30 degree of the relatively described bearing column of described load bearing cross beam.
The rotation between 15 degree～30 degree of the relatively described bearing column of described load bearing cross beam.
The top of described load bearing cross beam is provided with Connection Block, described Connection Block and load bearing cross beam distribution beam are hinged, on the described load bearing cross beam distribution beam upper mounting plate system is installed, described upper mounting plate system comprises template system, many top rails, front vertical rod, rear vertical rod and spiral struts, the two ends of described top rail are hinged on respectively in described front vertical rod and the rear vertical rod, the bottom of described front vertical rod and rear vertical rod is hinged on the described load bearing cross beam distribution beam, is fixed with template system in the described front vertical rod.
Described front vertical rod and rear vertical rod are equipped with the spiral strut of strengthening described front vertical rod and rear vertical rod safety of structure between described adjacent top rail.
The lower platform system is installed in the below of described load bearing cross beam, described lower platform system comprises the first lower transverse beam and the second lower transverse beam, one end of described the first lower transverse beam and the second lower transverse beam is hinged on respectively on the described bearing column, the other end of described the first lower transverse beam is hinged on the described load bearing cross beam by first connecting rod, the other end of described the second lower transverse beam is hinged on described the first lower transverse beam by second connecting rod, described the first lower transverse beam and described the second lower transverse beam keeping parallelism.
The gaily decorated basket screw rod of strengthening described the first lower transverse beam and described the second Lower Crossbeam Structure safety is installed between described the first lower transverse beam and described the second lower transverse beam.
Adopt said structure, the utlity model has following advantage:
1, this device can be at 0 degree to 30 degree, and particularly 13 degree are realized its steady construction in the pier stud construction of the large gradient of 30 degree, and assembly unit efficient is high, versatility is good, security performance is high.
2, this device also is applicable to simultaneously use in straight pier construction, but its rod member flexible modulation, construction working platform and safety guarantee when being provided at different segment and building for the workman, and realized that the multi-state of a cover creeping formwork reuses, greatly reduce cost of production;
3, between lower platform system the first lower transverse beam and the second lower transverse beam gaily decorated basket screw rod is installed, makes safety of structure higher; This device component adjustable range is wide, also can adjust as required, and is practical.
In sum, the utility model is easy for operation, and is simple in structure, safe and reliable, can satisfy in large gradient Bridge Pier Construction design and use.
Description of drawings
Fig. 1 is the schematic diagram of the utility model when being installed on the straight pier.
Fig. 2 (a) schematic diagram on pier stud one sides of 30 degree that tilts for the utility model is installed in.
Fig. 2 (b) schematic diagram on the pier stud opposite sides of 30 degree that tilts for the utility model is installed in.
Fig. 3 is that the utility model is installed in tilt schematic diagram on the vertical plane of oblique piers of 30 degree of both sides.
The specific embodiment
Below in conjunction with accompanying drawing, describe the specific embodiment of a kind of Xie Dun and straight pier General hydraulic climbing apparatus in detail.
Shown in Fig. 1 to 2, a kind of Xie Dun and straight pier General hydraulic climbing apparatus, comprise anchor system 1, rail system 2, load bearing system 3, described load bearing system 3 is connected with Connection Block by load bearing cross beam 31, load bearing cross beam distribution beam 5 and is connected with upper mounting plate system 4, and load bearing system 3 passes through load bearing cross beam 31 and is connected with lower platform system 7 with bearing column 32.
Upper mounting plate system 4 comprises front vertical rod 8 and rear vertical rod 9, a plurality of link positions that front vertical rod 8 and rear vertical rod 9 are provided with, top rail 10 is hinged between front vertical rod 8 and the rear vertical rod 9, spiral strut 11 is installed between front vertical rod 8 and the rear vertical rod 9, make safety of structure higher, and realize that by the adjusting of spiral strut 11 telescopics template system 18 tilts forward and back.
Lower platform system 7 comprises between the first lower transverse beam 12, the second lower transverse beam 13, first connecting rod 19 and second connecting rod 20, the first lower transverse beams 12 and the second lower transverse beam 13 gaily decorated basket screw rod 14 is installed, and ensures the stationarity of lower platform, reduces platform and rocks.
Described climbing system comprises the case 15 that swashes, climbs case 16 and jacking cylinder 17 down, described swash case 15 and under climb between the case 16 by jacking cylinder 17 and connect, by the case 15 that swashes, climb case 16 and jacking cylinder 17 down and cooperate the track that carries out total to climb with the track of rail system 2 and support body climbs, described jacking cylinder 17 is equipped with hydraulic lock and throttle grverning valve, makes all support bodys of pier stud all directions realize that synchronism stability climbs.
As described in Figure 1, when pier stud was vertically set up, load bearing cross beam 31 supported the maintenance level by bearing column 32 and load-bearing diagonal brace 33, because upper mounting plate system 4 and lower platform system 7 are installed on the described load bearing cross beam 31, therefore also upper mounting plate system 4 and lower platform system 7 also keep level.
As shown in Figure 2, when pier stud inclination 30 is spent, when this device is creeped along pier stud inclination 30 degree, the track of rail system 2 arranges along the pier stud inclined plane, the parallel track of bearing column 32 and rail system 2, load bearing cross beam 31 is around bearing column 32 rotations 30 degree, and described upper mounting plate system 4 and lower platform system 7 are installed in described load bearing cross beam 31 belows, keep the position relationship with described load bearing cross beam 31.
Shown in Figure 3, when angle is 30 ° between described pier stud and the vertical direction, because load bearing cross beam 31 is hinged on the bearing column 32 and by load-bearing diagonal brace 33 and supports, so that load bearing cross beam 31 maintenance levels, simultaneously since upper mounting plate system 4 and lower platform system 7 all be hinged on the load bearing cross beam 31, so that top rail 10 and first, second lower transverse beam 12,13 of upper mounting plate system 4 and lower platform system 7 also keep level, described template system 18 is adjusted parallel with pier stud by spiral strut 11.
The same structure by different link positions, satisfies in different oblique pier stud faces and the directly construction of pier stud face it, realizes the universal component of the utility model structure, makes simultaneously the construction working platform of load bearing system 3 and lower platform system 7 at sustained height.
Claims (7)
1. a Xie Dun and straight pier General hydraulic climbing apparatus, comprise anchor system, load bearing system, be fixed on the rail system on oblique pier or the straight pier and be installed in climbing system on the described rail system by described anchor system, described load bearing system drives along oblique pier or straight pier by described climbing system and moves up and down, it is characterized in that: described load bearing system comprises load bearing cross beam and bearing column, described load bearing system is installed on the described climbing system by described bearing column, described bearing column is fixed on the case that swashes of climbing system, one end of described load bearing cross beam is hinged on the upper of described bearing column, described load bearing cross beam is by supporting with the hinged load-bearing diagonal brace of described load bearing cross beam and described load-bearing diagonal brace respectively, and so that described load bearing cross beam is when the rotation of the relatively described bearing column of jointed shaft, described load-bearing diagonal brace keeps described load bearing cross beam to be horizontal always.
2. Xie Dun according to claim 1 and straight pier General hydraulic climbing apparatus is characterized in that: the rotation between 0 degree～30 degree of the relatively described bearing column of described load bearing cross beam.
3. Xie Dun according to claim 2 and straight pier General hydraulic climbing apparatus is characterized in that: the rotation between 15 degree～30 degree of the relatively described bearing column of described load bearing cross beam.
4. according to claim 1 to one of 3 described Xie Dun and straight pier General hydraulic climbing apparatus, it is characterized in that: the top of described load bearing cross beam is provided with Connection Block, described Connection Block and load bearing cross beam distribution beam are hinged, on the described load bearing cross beam distribution beam upper mounting plate system is installed, described upper mounting plate system comprises template system, many top rails, front vertical rod, rear vertical rod and spiral strut, the two ends of described top rail are hinged on respectively in described front vertical rod and the rear vertical rod, the bottom of described front vertical rod and rear vertical rod is hinged on the described load bearing cross beam distribution beam, is fixed with template system in the described front vertical rod.
5. Xie Dun according to claim 4 and straight pier General hydraulic climbing apparatus is characterized in that: described front vertical rod and rear vertical rod are equipped with the spiral strut of strengthening described front vertical rod and rear vertical rod safety of structure between described adjacent top rail.
6. according to claim 1 to one of 3 described Xie Dun and straight pier General hydraulic climbing apparatus, it is characterized in that: the lower platform system is installed in the below of described load bearing cross beam, described lower platform system comprises the first lower transverse beam and the second lower transverse beam, one end of described the first lower transverse beam and the second lower transverse beam is hinged on respectively on the described bearing column, the other end of described the first lower transverse beam is hinged on the described load bearing cross beam by first connecting rod, the other end of described the second lower transverse beam is hinged on described the first lower transverse beam by second connecting rod, described the first lower transverse beam and described the second lower transverse beam keeping parallelism.
7. Xie Dun according to claim 6 and straight pier General hydraulic climbing apparatus is characterized in that: the gaily decorated basket screw rod of strengthening described the first lower transverse beam and described the second Lower Crossbeam Structure safety is installed between described the first lower transverse beam and described the second lower transverse beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220495959 CN202787093U (en) | 2012-09-26 | 2012-09-26 | Hydraulic climbing formwork device universally used by skew pier and straight pier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220495959 CN202787093U (en) | 2012-09-26 | 2012-09-26 | Hydraulic climbing formwork device universally used by skew pier and straight pier |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202787093U true CN202787093U (en) | 2013-03-13 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220495959 Expired - Lifetime CN202787093U (en) | 2012-09-26 | 2012-09-26 | Hydraulic climbing formwork device universally used by skew pier and straight pier |
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| CN (1) | CN202787093U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106758833A (en) * | 2016-12-16 | 2017-05-31 | 四川公路桥梁建设集团有限公司 | Hydraulic creeping formwork system for small variable cross-section pier construction |
| 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 |
| CN110396941A (en) * | 2019-08-22 | 2019-11-01 | 湖南中铁五新钢模有限责任公司 | A kind of bridge pier column construction system and construction method |
| CN110644376A (en) * | 2019-10-14 | 2020-01-03 | 中交武汉港湾工程设计研究院有限公司 | Automatic climbing device for inclined tower column internal mold support |
| CN111455860A (en) * | 2020-04-30 | 2020-07-28 | 丁钟魁 | Pier curing means |
-
2012
- 2012-09-26 CN CN 201220495959 patent/CN202787093U/en not_active Expired - Lifetime
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106758833A (en) * | 2016-12-16 | 2017-05-31 | 四川公路桥梁建设集团有限公司 | Hydraulic creeping formwork system for small variable cross-section pier construction |
| 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 |
| CN110396941A (en) * | 2019-08-22 | 2019-11-01 | 湖南中铁五新钢模有限责任公司 | A kind of bridge pier column construction system and construction method |
| CN110396941B (en) * | 2019-08-22 | 2024-04-05 | 湖南五新智能科技股份有限公司 | Bridge pier column construction system and construction method |
| CN110644376A (en) * | 2019-10-14 | 2020-01-03 | 中交武汉港湾工程设计研究院有限公司 | Automatic climbing device for inclined tower column internal mold support |
| CN110644376B (en) * | 2019-10-14 | 2021-04-27 | 中交武汉港湾工程设计研究院有限公司 | Automatic climbing device for inclined tower column internal mold support |
| CN111455860A (en) * | 2020-04-30 | 2020-07-28 | 丁钟魁 | Pier curing means |
| CN111455860B (en) * | 2020-04-30 | 2021-10-26 | 广东长宏建设集团有限公司 | Pier curing means |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C53 | Correction of patent of invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Wang Xiangjun Inventor after: Xie Liang Inventor after: Yang Bo Inventor after: Yang Jihao Inventor after: Luan Zhiqiang Inventor after: Liu Shunduan Inventor before: Wang Xiangjun Inventor before: Xie Liang Inventor before: Yang Bo |
|
| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: WANG XIANGJUN XIE LIANG YANG BO TO: WANG XIANGJUN XIE LIANG YANG BO YANG JIHAO LUAN ZHIQIANG LIU SHUNDUAN |
|
| CX01 | Expiry of patent term |
Granted publication date: 20130313 |
|
| CX01 | Expiry of patent term |