CN211689943U - Assembled pier stud template upset buffer - Google Patents
Assembled pier stud template upset buffer Download PDFInfo
- Publication number
- CN211689943U CN211689943U CN201922344185.9U CN201922344185U CN211689943U CN 211689943 U CN211689943 U CN 211689943U CN 201922344185 U CN201922344185 U CN 201922344185U CN 211689943 U CN211689943 U CN 211689943U
- Authority
- CN
- China
- Prior art keywords
- pier stud
- stud template
- template
- assembled pier
- assembled
- 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.)
- Active
Links
Images
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model belongs to the technical field of the site operation equipment technique and specifically relates to an assembled pier stud template upset buffer, including assembled pier stud template, assembled pier stud template left side is provided with pier stud template base, and pier stud template base below is provided with upset buffer. The utility model discloses a upset buffer prevents that assembled pier stud template from producing the impact load at the in-process of standing vertically to ensure that assembled pier stud template is at the in-process operation safety of standing vertically, the process is stable, avoids assembled pier stud template to lead to the template to warp because of the impact load in the upset in-process simultaneously, and upset buffer passes through hydraulic system control simply, high-efficiently.
Description
Technical Field
The utility model belongs to the technical field of bridge site operation equipment technique and specifically relates to an assembled pier stud template upset buffer.
Background
In modern bridge engineering, bridge structures are increasingly constructed in a prefabricated assembly mode due to various influences of geographical conditions, economy and applicability, construction difficulty and the like, and the quality of prefabricated pier columns directly influences the engineering quality of the whole bridge. As an assembly type pier stud template, the prefabricated pier stud template plays a critical role in the prefabricated pier stud concrete pouring engineering, and the quality of the prefabricated pier stud template is related to the forming necessary conditions of the appearance and the size of the concrete pier stud after pouring is completed. After the assembled pier stud template is manufactured and transported to the site, the buffer device is lacked in the overturning process, so that the assembled pier stud template is easy to deform due to large impact force in the overturning process, and the engineering quality of the whole bridge is influenced.
SUMMERY OF THE UTILITY MODEL
In order to overcome the deficiency of the prior art of buffering the overturning of the assembled pier stud template, the utility model provides an assembled pier stud template overturning buffering device.
The utility model provides a technical scheme that its technical problem adopted is: the utility model provides an assembled pier stud template upset buffer, includes assembled pier stud template, assembled pier stud template left side is provided with pier stud template base, and pier stud template base below is provided with upset buffer.
According to the utility model discloses a further include upset buffer and include unable adjustment base, hydraulic cylinder and bearing platform, unable adjustment base sets up subaerial, and the bearing platform left end is connected through articulated round pin axle and unable adjustment base, and the bearing platform right-hand member passes through hydraulic cylinder and unable adjustment base and connects.
According to the utility model discloses a further embodiment, further include unable adjustment base top surface and pier stud template base bottom surface butt.
According to the utility model discloses a further embodiment, be provided with the lifting hook of connecting through wire rope including assembled pier stud template top.
According to the utility model discloses a further embodiment, further be provided with the support including assembled pier stud template bottom surface.
The utility model has the advantages that: the utility model discloses it is upright when the assembled pier stud template is rotatory around rotatory hinge point, pass through hydraulic cylinder shrink after pier stud template base and bearing platform coincidence, hydraulic cylinder drives assembled pier stud template and slowly stands vertically, prevent that assembled pier stud template from producing the impact load at the in-process of standing vertically, thereby ensure assembled pier stud template at the in-process safety of operation of standing vertically, the process is stable, avoid assembled pier stud template to lead to the template to warp because of the impact load in the upset in-process simultaneously, upset buffer passes through hydraulic system control simply, high-efficiently.
Drawings
The present invention will be further explained with reference to the drawings and examples.
Fig. 1 is a schematic structural diagram of the present invention;
FIG. 2 is a schematic view of the working condition (I) of the preferred embodiment of the present invention;
fig. 3 is a schematic view of the operation condition (ii) of the preferred embodiment of the present invention.
In the figure, the device comprises a fixed base 1, a hydraulic oil cylinder 2, a supporting platform 3, a pier stud template base 4, an assembly type pier stud template 5, a steel wire rope 6, a steel wire rope 7, a lifting hook 8 and a support.
Detailed Description
If fig. 1 is the utility model discloses a structural schematic, an assembled pier stud template upset buffer, including assembled pier stud template 5, 5 left sides of assembled pier stud template are provided with pier stud template base 4, and pier stud template base 4 below is provided with upset buffer.
The utility model discloses it is upright when assembled pier stud template 5 is rotatory around rotatory hinge point, pass through hydraulic cylinder 2 shrink after pier stud template base 4 and 3 platform coincidence of bearing platform, hydraulic cylinder 2 drives assembled pier stud template 5 and slowly stands vertically, prevent assembled pier stud template 5 from producing the impact load at the in-process of standing vertically, thereby ensure assembled pier stud template 5 at the in-process safety of operation of standing vertically, the process is stable, avoid assembled pier stud template 5 to lead to the template to warp because of the impact load in the upset in-process simultaneously, upset buffer passes through hydraulic system control simply, high-efficiently. The rotary hinge point is a point position contacted when the pier stud template base and the fixed base rotate.
Upset buffer includes unable adjustment base 1, hydraulic cylinder 2 and bearing platform 3, and unable adjustment base 1 sets up subaerial, and 3 left ends of bearing platform are connected with unable adjustment base 1 through articulated round pin axle, and 3 right-hand members of bearing platform pass through hydraulic cylinder 2 and unable adjustment base 1 and connect.
The top surface of the fixed base 1 is abutted against the bottom surface of the pier stud template base 4, so that the corner part damage caused by height drop is prevented.
And a lifting hook 7 connected through a steel wire rope 6 is arranged above the assembly type pier stud template 5.
And a support 8 is arranged on the bottom surface of the assembled pier stud template 5.
The first embodiment is as follows: the assembled template is placed the state by the level, at first, carry through 6 steel wire ropes and hang 5 slow pulls-up prefabricated assembled pier stud templates, it is upright around rotatory hinge point rotation when prefabricated assembled pier stud template 5, through hydraulic cylinder 2 shrink after pier stud template base 4 and bearing platform 3 coincidence, hydraulic cylinder 2 drives assembled pier stud template 5 and slowly stands upright, avoid prefabricated assembled pier stud template 5 to lead to prefabricated assembled pier stud template 5 to warp because of the impact load in the upset process, buffer passes through hydraulic system control, and is easy to operate, high-efficient.
The foregoing description is intended to be illustrative rather than limiting, and it will be appreciated by those skilled in the art that many modifications, variations or equivalents may be made without departing from the spirit and scope of the invention as defined in the appended claims.
Claims (5)
1. The utility model provides an assembled pier stud template upset buffer, includes assembled pier stud template (5), characterized by, assembled pier stud template (5) left side is provided with pier stud template base (4), and pier stud template base (4) below is provided with upset buffer.
2. The assembled pier stud template overturning and buffering device according to claim 1, wherein the overturning and buffering device comprises a fixed base (1), a hydraulic oil cylinder (2) and a bearing platform (3), the fixed base (1) is arranged on the ground, the left end of the bearing platform (3) is connected with the fixed base (1) through a hinge pin shaft, and the right end of the bearing platform (3) is connected with the fixed base (1) through the hydraulic oil cylinder (2).
3. The assembled pier stud template overturning buffering device according to claim 2, wherein the top surface of the fixed base (1) is abutted with the bottom surface of the pier stud template base (4).
4. The assembly type pier stud template overturning and buffering device according to claim 1, wherein a lifting hook (7) connected through a steel wire rope (6) is arranged above the assembly type pier stud template (5).
5. The assembled pier stud template overturning and buffering device according to claim 1, wherein a bracket (8) is arranged on the bottom surface of the assembled pier stud template (5).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201922344185.9U CN211689943U (en) | 2019-12-24 | 2019-12-24 | Assembled pier stud template upset buffer |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201922344185.9U CN211689943U (en) | 2019-12-24 | 2019-12-24 | Assembled pier stud template upset buffer |
Publications (1)
Publication Number | Publication Date |
---|---|
CN211689943U true CN211689943U (en) | 2020-10-16 |
Family
ID=72793906
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201922344185.9U Active CN211689943U (en) | 2019-12-24 | 2019-12-24 | Assembled pier stud template upset buffer |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN211689943U (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112281674A (en) * | 2020-11-09 | 2021-01-29 | 成都交投建筑工业化有限公司 | Construction method for horizontal turning and straightening of pier stud |
CN113774793A (en) * | 2021-06-01 | 2021-12-10 | 上海宝冶集团有限公司 | Turning method for bridge prefabricated pier column of UHPC joint |
CN114701832A (en) * | 2022-03-16 | 2022-07-05 | 中铁工程机械研究设计院有限公司 | Transport turning device of prefabricated pier |
CN115042316A (en) * | 2022-06-28 | 2022-09-13 | 中交四公局第三工程有限公司 | Prefabricated construction method for assembled bridge pier column |
-
2019
- 2019-12-24 CN CN201922344185.9U patent/CN211689943U/en active Active
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112281674A (en) * | 2020-11-09 | 2021-01-29 | 成都交投建筑工业化有限公司 | Construction method for horizontal turning and straightening of pier stud |
CN113774793A (en) * | 2021-06-01 | 2021-12-10 | 上海宝冶集团有限公司 | Turning method for bridge prefabricated pier column of UHPC joint |
CN114701832A (en) * | 2022-03-16 | 2022-07-05 | 中铁工程机械研究设计院有限公司 | Transport turning device of prefabricated pier |
CN114701832B (en) * | 2022-03-16 | 2024-09-13 | 中铁工程机械研究设计院有限公司 | Transport turning device of prefabricated pier |
CN115042316A (en) * | 2022-06-28 | 2022-09-13 | 中交四公局第三工程有限公司 | Prefabricated construction method for assembled bridge pier column |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN211689943U (en) | Assembled pier stud template upset buffer | |
CN201495027U (en) | Hoisting tool for mill housing | |
CN109231023B (en) | Method for installing jib system of portal crane | |
CN103982045A (en) | Installation construction method of roof lattice shell structure without supports and cantilevers | |
CN201301173Y (en) | Auxiliary lifting appliance for large-sized component | |
CN104989111B (en) | Steel construction high level construction method for hanging | |
CN102910532B (en) | Method for butting and hoisting large box type derricks in air | |
CN201217612Y (en) | Aerial rail U shaped beam hoisting device | |
CN102635070A (en) | Mutual-pulling type vertical turning construction method for steel towers of cable-stayed bridge | |
CN206599729U (en) | A kind of Single column pier bridge anti-overturning devices based on structure self-balancing | |
CN106006455A (en) | Hydraulic elevator capable of achieving formwork erecting without scaffold | |
CN207032062U (en) | Tower with suspended cable available for Large-span Steel Box Beam construction | |
CN206955494U (en) | A kind of hoisting frame for being used for nose girder supporting leg under 900 tons of nose-girder bridging machines | |
CN107285199A (en) | The fast hoisting method of billet caster bale panoramic tables | |
CN110424265B (en) | Bridge prefabricated part inter-span beam-lifting direct hoisting device and hoisting process method | |
CN205820800U (en) | The hydraulic lift without scaffold building template frame can be realized | |
CN105113426A (en) | Cable connector and steel truss arch bridge cable connecting method | |
CN101003350B (en) | Erecting and mounting method for up-rotation self erecting tower crane | |
CN105317031B (en) | A kind of ship lift main equipment room bridge main beam hanging method | |
CN204416960U (en) | A kind of bipod mast Lift-on/Lift-off System being convenient to movement | |
CN209924407U (en) | Combined working platform for steel structure high-altitude installation | |
CN204959605U (en) | Knotted rope hookup | |
CN102383376A (en) | Ground moulding and integral hoisting method for large-tonnage steel bar bound finished product member | |
CN201236098Y (en) | Combined pressure bar sling | |
CN201339309Y (en) | Attached self-lifting scaffold |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CP03 | Change of name, title or address |
Address after: 213102 Yao Guan Zhen Zheng Cun Cun, Wujin District, Changzhou City, Jiangsu Province Patentee after: Changzhou Guofeng Machinery Co.,Ltd. Address before: Zheng Village, Yaoguan Town, Changzhou City, Jiangsu Province, 213000 Patentee before: CHANGZHOU GUOFENG MACHINERY CO.,LTD. |
|
CP03 | Change of name, title or address |