CN217174374U - High mound walking type jacking die carrier of bridge thin wall pier - Google Patents
High mound walking type jacking die carrier of bridge thin wall pier Download PDFInfo
- Publication number
- CN217174374U CN217174374U CN202122754359.6U CN202122754359U CN217174374U CN 217174374 U CN217174374 U CN 217174374U CN 202122754359 U CN202122754359 U CN 202122754359U CN 217174374 U CN217174374 U CN 217174374U
- Authority
- CN
- China
- Prior art keywords
- supporting beam
- pier
- formwork
- thin
- jacking
- 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
一种桥梁薄壁墩高墩步履式顶升模架，包括桁架钢平台，桁架钢平台底部连接于支撑钢柱，由支撑钢柱支撑，支撑钢柱被支撑于薄壁墩柱内壁的上支撑梁和下支撑梁所支撑，上支撑梁与下支撑梁之间设有顶升油缸，通过顶升油缸的伸出和缩回控制上支撑梁和下支撑梁的交替顶升，桁架钢平台的下方设有用于供施工人员施工的悬挂脚手架，支撑钢柱的外周还设有用于浇筑、可拆卸的外模板和内模板。本实用新型可实现翻模和作业平台的提升，无需塔吊或吊车配合，可有效降低施工设备成本投入，不仅施工安全和质量更有保障，且明显提高了高墩的施工效率，具有施工工效高、安全风险低、质量有保障、整体稳定性高以及额外消耗低等优点。
A walking-type jacking formwork for thin-walled piers and high piers of a bridge, comprising a truss steel platform, the bottom of the truss steel platform is connected to a supporting steel column, supported by the supporting steel column, and the supporting steel column is supported on the upper support of the inner wall of the thin-walled pier column Supported by the beam and the lower support beam, there is a jacking cylinder between the upper support beam and the lower support beam. Below is a hanging scaffold for construction workers to construct, and the outer periphery of the supporting steel column is also provided with a removable outer formwork and an inner formwork for pouring. The utility model can realize the overturning of the formwork and the lifting of the working platform, without the cooperation of tower cranes or cranes, can effectively reduce the cost of construction equipment, not only ensure the construction safety and quality, but also significantly improve the construction efficiency of high piers, and has the advantages of high construction work efficiency. , low security risk, guaranteed quality, high overall stability and low additional consumption.
Description
Technical Field
The utility model relates to a photovoltaic support technical field especially relates to a high mound walking jacking die carrier of bridge thin wall pier.
Background
With the development of society, the economic level of the nation is continuously improved, the traffic transportation requirements and the social transportation requirements are also continuously improved, and the nation starts to vigorously construct a highway network, wherein the bridge construction is one of important components of the highway construction, and the bridge high pier construction is one of the technical difficulties of the highway project. The design of the high pier of the bridge mostly adopts the hollow thin-wall pier which has the advantages of small cross-sectional area, large cross-sectional modulus, light dead weight, better structural rigidity and strength and the like.
The construction of the high pier of the bridge has the characteristics of large construction difficulty and high safety risk, and the conventional construction process comprises the steps of rollover, slip form, hydraulic climbing form and rollover of a common hydraulic jacking formwork. The traditional turnover mould mainly has the following defects: firstly, the construction work efficiency is low, secondly, the occupancy rate to hoisting equipment such as tower crane is higher, thirdly, the construction safety risk is high. The traditional slip form mainly has the following defects: firstly, the appearance quality is poor, secondly, high mound straightness control that hangs down is difficult, and thirdly, has certain construction safety risk. The hydraulic climbing formwork mainly has the following defects: firstly, the construction work efficiency is low, secondly, the occupancy rate to hoisting equipment such as tower cranes is higher, thirdly, the cost investment is higher. The common hydraulic jacking mould frame turnover mould mainly has the following defects: firstly, the material consumption is more, and secondly, the cost investment is higher. Although the construction process is mature in technology and wide in application, the construction process has advantages and disadvantages, and particularly has some uncertainties and limitations in use of projects with tight construction period progress, high quality requirements and high safety risks.
SUMMERY OF THE UTILITY MODEL
Problem to prior art exists, the utility model provides a high mound walking type jacking die carrier of bridge thin wall pier that construction efficiency is high, the safe risk is low, the quality is secure, overall stability is high and extra consumption is low.
In order to realize the purpose, the utility model adopts the following technical scheme:
a walking type jacking formwork for a high pier of a thin-wall pier of a bridge comprises a truss steel platform, wherein the bottom of the truss steel platform is connected to a supporting steel column and supported by the supporting steel column, the supporting steel column is supported by an upper supporting beam and a lower supporting beam which are supported on the inner wall of the thin-wall pier column, a jacking cylinder is arranged between the upper supporting beam and the lower supporting beam, the upper supporting beam and the lower supporting beam are controlled to alternatively jack through extension and retraction of the jacking cylinder, a suspended scaffold for construction of workers is arranged below the truss steel platform, an outer formwork and an inner formwork which are used for pouring and detaching are further arranged on the periphery of the supporting steel column, and the outer formwork and the inner formwork are lifted and fixed on the truss steel platform.
Further, go up the supporting beam with the both ends of bottom suspension fagging are equipped with the landing leg, the landing leg stretches out or retracts through landing leg hydro-cylinder control, works as go up the supporting beam or when the bottom suspension fagging is in support state, the landing leg passes through the landing leg hydro-cylinder stretches out to insert in the predetermined recess of thin wall pier column inner wall, works as go up the supporting beam or when the bottom suspension fagging is in the off-state, the landing leg pass through the retraction of landing leg hydro-cylinder, with predetermined recess breaks away from.
Further, the jacking cylinder with the operating stroke starting point and the terminal point position of landing leg hydro-cylinder all are equipped with contact switch, work as jacking cylinder arrives starting point or terminal point contact during the contact switch, landing leg hydro-cylinder can start work, work as landing leg hydro-cylinder all contacts during the contact switch, jacking cylinder can only start work.
Furthermore, the outer template is lifted and fixed on the truss steel platform through an electric hoist, and the inner template is fixed on the truss steel platform through a chain block.
Further, go up the supporting beam with install the leading wheel on the supporting beam down, the leading wheel is followed thin wall pier stud inner wall rolls.
Further, hang the scaffold frame and include pylon and interior hanger, the pylon hang in the below of truss steel platform, interior hanger hang in the bottom of a supporting beam down.
Furthermore, protective fences are arranged around the truss steel platform.
The utility model has the advantages that:
the alternative jacking of the upper supporting beam and the lower supporting beam is controlled through the extension and retraction of the jacking oil cylinder, so that the lifting of the turnover formwork and the operation platform can be realized, the cooperation of a tower crane or a crane is not needed, and the cost investment of construction equipment can be effectively reduced. The walking type jacking formwork provides an inner and outer multilayer operation platform and a formwork hoisting device for formwork turnover operation, so that operations such as reinforcement binding, formwork dismounting and concrete pouring of the formwork turnover operation are all performed in a multilayer operation platform which is perfectly shielded, not only construction safety and quality are guaranteed, but also construction efficiency of high piers is obviously improved, and the walking type jacking formwork has the advantages of high construction efficiency, low safety risk, guaranteed quality, high overall stability, low additional consumption and the like.
Drawings
Fig. 1 is a schematic structural view of the walking type jacking formwork of the high pier of the thin-wall pier of the bridge of the utility model;
fig. 2 is a side view of the walking type jacking formwork of the high pier of the thin-wall pier of the bridge of the utility model;
fig. 3 is a schematic view of the support state of the upper support beam or the lower support beam in the walking type jacking formwork of the high pier of the thin-wall pier of the bridge of the utility model;
fig. 4 is a schematic view of the falling-off state of the upper supporting beam or the lower supporting beam in the walking type jacking formwork of the high pier of the thin-wall pier of the bridge of the utility model;
fig. 5 is a schematic view of the construction step one of the walking type jacking formwork of the high pier of the thin-wall pier of the bridge of the utility model, in which an integral truss steel platform is installed on the first-cast thin-wall pier column;
fig. 6 is a schematic view of the construction step two of the walking type jacking formwork of the high pier of the thin-walled pier of the bridge of the utility model for jacking the steel column;
fig. 7 is a schematic diagram of the construction step three of the walking type jacking formwork of the high pier of the thin-wall pier of the bridge of the utility model for jacking the lower supporting beam;
fig. 8 is a schematic diagram of the construction steps of the walking type jacking formwork for the high pier of the thin-wall pier of the bridge of the utility model, i.e. four lifting steps;
fig. 9 is a schematic diagram of the construction steps of the walking type jacking formwork of the high pier of the thin-wall pier of the bridge of the utility model, namely hoisting and binding of the steel bars;
fig. 10 is a schematic diagram of the construction steps of the walking type jacking formwork of the high pier of the thin-wall pier of the bridge of the utility model, namely six lifting external formworks;
Fig. 11 is a schematic diagram of a seventh construction step of pouring concrete of the walking type jacking formwork of the high pier of the thin-wall pier of the bridge of the utility model;
in the figure, 1-truss steel platform, 2-protective fence, 3-supporting steel column, 4-upper supporting beam, 5-jacking oil cylinder, 6-lower supporting beam, 7-supporting leg, 8-supporting leg oil cylinder, 9-preset groove, 10-thin wall pier column, 11-guide wheel, 12-external hanging frame, 13-internal hanging frame, 14-electric hoist, 15-hydraulic pump station, 16-external formwork and 17-internal formwork.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by a person skilled in the art without making creative efforts belong to the protection scope of the present invention.
It should be noted that all the directional indicators (such as upper, lower, left, right, front and rear … …) in the embodiment of the present invention are only used to explain the relative position relationship between the components, the motion situation, etc. in a specific posture (as shown in the drawings), and if the specific posture is changed, the directional indicator is changed accordingly.
As fig. 1 and fig. 2, the utility model provides a high mound walking jacking die carrier of bridge thin wall pier, including truss steel platform 1, 1 frame plane size of truss steel platform is 10.79m x 6.29m, and the truss that forms by HN200 x 100, 12# channel-section steel built-up welding constitutes. The bottom of the truss steel platform 1 is connected to a support steel column 3 and is supported by two pieces of support steel 3, the support steel column 3 is formed by combining and welding 720 x 720 square tubes, and the center distance between the two pieces of support steel column 3 is 4.2 m. The supporting steel columns 3 are supported by upper supporting beams 4 and lower supporting beams 6 which are supported on the inner wall of the thin-walled pier column 10. And protective fences 2 are arranged around the truss steel platform 1 according to the standardized requirements.
As shown in fig. 1, 3 and 4, a jacking cylinder 5 is arranged between the upper supporting beam 4 and the lower supporting beam 6, and the upper supporting beam 4 and the lower supporting beam 6 are alternatively jacked by the extension and retraction of the jacking cylinder 5. The two ends of the upper supporting beam 4 and the lower supporting beam 6 are provided with supporting legs 7, the supporting legs 7 are controlled to extend out or retract through supporting leg oil cylinders 8, when the upper supporting beam 4 or the lower supporting beam 6 is in a supporting state, the supporting legs 7 extend out through the supporting leg oil cylinders 8 and are inserted into preset grooves 9 in the inner wall of the thin-wall pier stud 10, and when the upper supporting beam 4 or the lower supporting beam 6 is in a falling state, the supporting legs 7 retract through the supporting leg oil cylinders 8 and are separated from the preset grooves 9. In order to monitor the in-place condition of the jacking oil cylinder 5 and the supporting leg oil cylinder 8, contact switches are arranged at the starting point and the end point of the working stroke of the jacking oil cylinder 5 and the supporting leg oil cylinder 8, when the jacking oil cylinder 5 reaches the starting point or the end point and contacts the contact switches, the supporting leg oil cylinder 8 can be started to work, and when the supporting leg oil cylinder 8 contacts the contact switches, the jacking oil cylinder 5 can be started to work. The two groups of supporting leg oil cylinders 8 can lead only one group of supporting legs 7 to be recycled through arrangement, and more than one group of supporting legs are always in an extending state. The jacking oil cylinder 5 and the supporting leg oil cylinder 8 are powered by a hydraulic pump station 15. The whole formwork walking climbing is realized by the formwork through alternate work among the upper supporting beam 4, the lower supporting beam 6 and the supporting steel column 3, the operation is simple, other mechanical equipment is not needed, the single pouring height is 4m, the circulation is performed once in 2-3 days, and the operation efficiency is high.
Preferably, the upper supporting beam 4 and the lower supporting beam 6 are provided with guide wheels 11, and the guide wheels 11 roll along the inner wall of the thin-wall pier stud 10, so that the overall stability of the jacking mould frame is improved.
As shown in fig. 1 and 2, a hanging scaffold for construction of constructors is arranged below the truss steel platform 1, the hanging scaffold comprises a pylon 12 and an inner hanger 13, the pylon 12 is hung below the truss steel platform 1 and distributed around the thin- wall pier stud 10, 6 layers are arranged, and except for the top layer which is 1.9m high, the rest layers are 2.0m high. The inner hanging frame 13 is hung at the bottom of the lower supporting beam 6 and is 1 layer, and the layer height is 2.0 m. Through interior stores pylon 12 and stores pylon 13 not only conveniently carry out reinforcement and template ann tear the operation open safely, can in time carry out maintenance and decoration to the pier shaft of having pour simultaneously, effectively guarantee construction safety and quality.
The periphery of supporting steel column 3 still is equipped with and is used for pouring, detachable exterior sheathing 16 and interior template 17, and exterior sheathing 16 is every set by 3 the template that the section height is 2.0m and constitutes, and the height is 6m, uses the preparation of 6mm thick steel plate, and the template is according to interval 0.3m establish [10 channel-section steel inferior stupefied to and set up two [14a channel-section steel main stupefied according to interval 1m, inferior stupefied and main stupefied all assembly welding form. The outer formwork 16 is lifted and fixed on the truss steel platform 1 through the electric hoist 14, after the next section of concrete is poured each time, the outer formwork 16 of the lower section 2 is removed, the electric hoist 14 is adopted for lifting integrally, and the outer formwork 16 of the topmost section is kept not to be removed as a support. Each set of the inner templates 17 is composed of 2 sections of templates with the height of 2.0+2.1m, and the height is 4.1 m. The inner formwork 17 is lifted and fixed on the truss steel platform 1 through the chain block, after the next section of concrete is poured each time, the inner formwork is lifted integrally along with the chain block after the formwork is removed, and the bottom of the inner formwork is clamped with 0.1m of concrete. The templates at the inner chamfer angles are connected by hinges so as to be convenient for removing the templates, and the design of the other templates is the same as that of the outer template. The outer template 16 is integrally lifted through the electric hoist 14, the inner template 17 is integrally lifted along with the chain block, and the cooperation of hoisting equipment is not needed, so that the operation safety risk is reduced.
The utility model discloses high mound walking jacking die carrier of bridge thin wall pier, through the jacking in turn of support beam 4 and under bracing roof beam 6 in stretching out and the withdrawal control of jacking cylinder 5, can realize the promotion of mould and operation platform that turns over, need not tower crane or crane cooperation, can effectively reduce construction equipment cost and drop into. The walking type jacking formwork provides an inner and outer multilayer operation platform and a formwork hoisting device for formwork turnover operation, so that operations such as reinforcement binding, formwork dismounting, concrete pouring and the like of the formwork turnover operation are all carried out in a multilayer operation platform which is perfectly shielded, not only is construction safety and quality guaranteed, but also the construction efficiency of high piers is obviously improved, and better benefits are obtained in project application.
As shown in fig. 5 to 11, the utility model discloses bridge thin wall pier high pier walking jacking die carrier work progress includes following step:
as shown in fig. 5, the first step is that the integral truss steel platform 1 is installed on the first-cast thin-wall pier stud 10, the outer template 16 and the inner template 17 are used for binding reinforcing steel bars, closing a mold, completing a mold frame and casting concrete for the first time, and after the casting of the concrete is completed, the truss steel platform 1 stays at the top of the concrete which is just cast.
As shown in fig. 6, step two: after the concrete reaches the strength, the lower supporting beam 6 is used as a support, the supporting steel column 3 is lifted by one cylinder working stroke (1m) through jacking of the jacking cylinder 5, the upper supporting beam 4 is supported on the pier stud 10, and at the moment, the supporting leg 7 of the upper supporting beam 4 extends out through the supporting leg cylinder 8 and is inserted into the preset groove 9 of the thin-wall pier stud 10 for supporting. Before the supporting steel column 3 is lifted, it is ensured that no hook is arranged among the supporting steel column 3, the upper supporting beam 4 and the pier stud 10.
As fig. 7, step three: the upper supporting beam 4 is used for supporting, the jacking oil cylinder 5 contracts to enable the lower supporting beam 6 to ascend by an oil cylinder working stroke (1m), the lower supporting beam 6 is supported on the pier stud 10, and at the moment, the supporting legs 7 of the lower supporting beam 6 extend out through the supporting leg oil cylinders 8 and are inserted into the preset grooves 9 of the thin-wall pier stud 10 for supporting. Before the lower support beam 6 is lifted, no hook is required between the lower support beam 6 and the support steel column 3 and the pier stud 10.
As shown in fig. 8, step four: and repeating the second step and the third step, and completing the lifting of the truss steel platform 1 and the die carrier in a walking jacking mode. And after the lifting of the integral truss steel platform 1 and the die carrier is finished, the upper supporting beam 4, the lower supporting beam 6 and the supporting steel column 3 are fastened.
As in fig. 9, step five: the reinforcing steel bars are lifted to the truss steel platform 1 by the tower crane to be stacked, and constructors finish the work of reinforcing steel bar binding and acceptance inspection on the truss steel platform 1 and the suspended scaffold.
As shown in fig. 10, step six: and hoisting the outer formwork 16 of the lower concrete layer by using the electric hoist 14 to finish formwork dismantling, cleaning the surface of the outer formwork 16 on the lower suspension scaffold, and lifting the outer formwork 16 to a preset height by using the electric hoist 14 to carry out formwork installation construction.
As in fig. 11, step seven: after the reinforcing steel bars and the templates are installed, the constructors finish concrete pouring work on the truss steel platform 1 and the hanging scaffold, and repair the reserved grooves 9 of the pier studs 10. And finishing an integral construction process.
The utility model discloses walking jacking die carrier when the template turns over the mould, through stretching out of jacking cylinder 5 and the alternative jacking of back-up beam 4 and under bracing roof beam 6 in the withdrawal control, can realize the promotion of turning over mould and operation platform, need not tower crane or crane cooperation, can effectively reduce construction equipment cost and drop into. The practical construction effect verifies that the formwork is used for circulating for 24-32 hours once, the casting height is 4m each time, and compared with the traditional process, the formwork has the advantages of high construction efficiency, low safety risk, guaranteed quality, high overall stability, low additional consumption and the like.
As shown in the following table 1, the utility model discloses construction process contrast such as walking jacking die carrier rollover and traditional rollover, slipform, hydraulic climbing formwork and ordinary hydraulic jacking die carrier rollover has higher comprehensive advantage.
TABLE 1 comparative analysis table for different construction techniques
Through the contrast with construction technology such as traditional turnover formwork, slipform, hydraulic pressure creeping formwork and ordinary hydraulic pressure jacking die carrier turnover formwork, the utility model discloses walking jacking die carrier has that construction efficiency is high, the safe risk is low, the quality is secure, overall stability is high and extra consumption low grade advantage.
Although the present invention has been described in detail with reference to the preferred embodiments, those skilled in the art will appreciate that various modifications and substitutions can be made thereto without departing from the spirit and scope of the present invention as set forth in the appended claims.
Claims (7)
1. The utility model provides a high mound walking jacking die carrier of bridge thin wall pier which characterized in that includes: truss steel platform, truss steel platform bottom is connected in the support steel column, by the support steel column supports, the support steel column is supported in the last supporting beam and the supporting beam down of thin wall pier stud inner wall, go up the supporting beam with be equipped with jacking cylinder between the supporting beam down, through jacking cylinder stretch out with withdrawal control go up the supporting beam with the alternative jacking of supporting beam down, the below of truss steel platform is equipped with the scaffold that hangs that is used for supplying and gives executing workman's construction, the periphery of support steel column still is equipped with and is used for pouring, detachable exterior sheathing and interior sheathing, the exterior sheathing with the interior sheathing promotes and is fixed in on the truss steel platform.
2. The walking type jacking formwork for the high pier of the thin-wall pier of the bridge according to claim 1, wherein: go up the supporting beam with the both ends of supporting beam are equipped with the landing leg down, the landing leg stretches out or the withdrawal through landing leg cylinder control, works as go up the supporting beam or when the supporting beam is in the support state down, the landing leg passes through the landing leg cylinder stretches out to insert in the predetermined recess of thin wall pier inner wall, works as go up the supporting beam or when the supporting beam is in the off-state down, the landing leg passes through the landing leg cylinder withdrawal, with predetermined recess breaks away from.
3. The walking type jacking formwork for the high pier of the thin-wall pier of the bridge according to claim 2, wherein: the jacking cylinder with the working stroke starting point and the terminal point position of landing leg hydro-cylinder all are equipped with contact switch, work as jacking cylinder arrives starting point or terminal point contact during contact switch, the landing leg hydro-cylinder can start work, work as the landing leg hydro-cylinder all contacts during contact switch, jacking cylinder can start work.
4. The walking type jacking formwork for the high pier of the thin-wall pier of the bridge according to claim 1, wherein: the outer template is lifted and fixed on the truss steel platform through an electric hoist, and the inner template is fixed on the truss steel platform through a chain block.
5. The walking type jacking formwork for the high pier of the thin-wall pier of the bridge as claimed in claim 1, wherein: go up the supporting beam with install the leading wheel on the supporting beam down, the leading wheel is followed thin wall pier stud inner wall rolls.
6. The walking type jacking formwork for the high pier of the thin-wall pier of the bridge according to claim 1, wherein: the hanging scaffold comprises a pylon and an inner hanger, the pylon is hung below the truss steel platform, and the inner hanger is hung at the bottom of the lower supporting beam.
7. The walking type jacking formwork for the high pier of the thin-wall pier of the bridge according to claim 1, wherein: and protective fences are arranged around the truss steel platform.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122754359.6U CN217174374U (en) | 2021-11-11 | 2021-11-11 | High mound walking type jacking die carrier of bridge thin wall pier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122754359.6U CN217174374U (en) | 2021-11-11 | 2021-11-11 | High mound walking type jacking die carrier of bridge thin wall pier |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217174374U true CN217174374U (en) | 2022-08-12 |
Family
ID=82706122
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122754359.6U Active CN217174374U (en) | 2021-11-11 | 2021-11-11 | High mound walking type jacking die carrier of bridge thin wall pier |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217174374U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114182635A (en) * | 2021-11-11 | 2022-03-15 | 中交第四航务工程局有限公司 | A kind of bridge thin-walled pier high pier walking type jacking formwork and its construction method |
-
2021
- 2021-11-11 CN CN202122754359.6U patent/CN217174374U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114182635A (en) * | 2021-11-11 | 2022-03-15 | 中交第四航务工程局有限公司 | A kind of bridge thin-walled pier high pier walking type jacking formwork and its construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN114182635A (en) | A kind of bridge thin-walled pier high pier walking type jacking formwork and its construction method | |
| CN106592826A (en) | Construction method for cylindrical frame supporting type hydraulic-climbing integral steel platform formwork shear steel plate layer | |
| CN113235472A (en) | Concrete placement platform truck is contained to apron | |
| CN206110656U (en) | Scalable foldable integrally lift up tube formwork of elevartor shaft | |
| CN215561941U (en) | Hydraulic jacking platform rollover structure for high pier construction | |
| CN113293694B (en) | Turnover formwork frame structure for efficient pier body construction and construction process | |
| CN108560992B (en) | Construction equipment for high-rise structure and concrete pouring construction method | |
| CN111519545A (en) | Pier and capping beam integrated construction platform and construction method thereof | |
| CN217174374U (en) | High mound walking type jacking die carrier of bridge thin wall pier | |
| CN214993219U (en) | Concrete placement platform truck is contained to apron | |
| CN106522542B (en) | A kind of light engine position hydraulic climbing die block system and its method of climbing | |
| CN217175692U (en) | Intelligent hydraulic lifting formwork system for super high-rise core tube construction | |
| CN115058982A (en) | Self-elevating pier formwork system | |
| CN106869479A (en) | Bailey bracket sliding formwork system construction method | |
| CN115522473A (en) | A bridge pier making machine and its construction method | |
| CN112696013B (en) | Integral self-detachable beam bottom support device | |
| CN206267519U (en) | A kind of light engine position hydraulic climbing die block system | |
| CN109944164A (en) | Self-elevating hollow thin-wall pier roller die system and construction method thereof | |
| CN206267031U (en) | A kind of solid pier climbing support of bridge construction | |
| CN106522541B (en) | A kind of template suspension centre spandrel girder of steel platform and the hanging method of template system | |
| CN220352874U (en) | Steel sleeve box template for water pile group concrete bearing platform | |
| CN220394299U (en) | Novel hydraulic climbing formwork overhanging operation platform | |
| CN207727440U (en) | Whole self-crawling type integrated platform for bridge tower construction | |
| CN216765625U (en) | Integral hydraulic creeping formwork structure for double-column pier construction | |
| CN212771954U (en) | Pier and bent cap integral type construction platform |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |