CN201292661Y - Slicing climbing type hydraulic creeping formwork - Google Patents
Slicing climbing type hydraulic creeping formwork Download PDFInfo
- Publication number
- CN201292661Y CN201292661Y CNU2008202034604U CN200820203460U CN201292661Y CN 201292661 Y CN201292661 Y CN 201292661Y CN U2008202034604 U CNU2008202034604 U CN U2008202034604U CN 200820203460 U CN200820203460 U CN 200820203460U CN 201292661 Y CN201292661 Y CN 201292661Y
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- China
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- creeping
- hydraulic
- formwork
- guide rail
- main platform
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Abstract
The utility model relates to a hydraulic creeping formwork in the construction engineering and provides a zone creeping type hydraulic creeping formwork comprising creeping mechanisms, a main platform, a large steel moulding plate and a hydraulic driving assembly, wherein each creeping mechanism comprises an attaching device, creeping guide rails, a lower frame body, an upper frame body and a hydraulic driving mechanism. The hydraulic creeping formwork is characterized in that 3-6 creeping mechanisms form a zone group; the main platform and the large steel moulding plate in one zone group are mutually connected in series to form an integral structure; the driving assembly is connected with the hydraulic driving mechanism in the zone group; and the creeping mechanism in one zone group is used for synchronously driving creep and driving the frame bodies to move synchronously. The utility model has the advantages of flexible construction, high applicability, and the like. Each zone group can separately perform sinking mould, matching mould and creeping; and the hydraulic creeping formwork can realize flow line production in different zones, saves labor, reduces the construction cost, solves the problem that creeping operation is caused by an externally extended cow-leg pillar arranged on a structural wall body and avoids the problem that the frame bodies which creep integrally are hard to creep synchronously so that the whole creeping system is flexible, has high applicability and improves the work efficiency.
Description
Technical field
The utility model relates to the hydraulic climbing formwork in the construction work.
Background technology
Generally adopted in highrise building from climbing type hydraulic climbing formwork construction technology, traditional all adopt the integral body creeping formwork that climbs from the climbing type hydraulic climbing formwork, there are shortcomings such as technical sophistication, constructional difficulties in it.
The utility model content
Advantages such as the purpose of this utility model is to propose a kind of burst climbing type hydraulic climbing formwork, and it has flexible operation, and easy construction, applicability are strong.
The purpose of this utility model realizes by following technical solution:
Burst climbing type hydraulic climbing formwork, comprise climbing device, main platform, large-scale steel form and hydraulic-driven assembly, wherein climbing device includes wall-attaching equipment, guide rail climbs, lower frame, upper frame and hydraulic drive mechanism, the shifting formwork guide rail is established in the lower frame upper end, upper frame is erected on the shifting formwork guide rail, hydraulic drive mechanism drives with upper frame and is connected, the guide rail that climbs is mounted on the wall-attaching equipment, lower frame is connected with the guide rail that climbs with the hook Connection Block by hydraulic drive mechanism and can moves up and down along the guide rail that climbs, large-scale steel form is set up in upper frame, main platform is erected on the lower frame upper end, the driving assembly is located on the main platform and is connected with hydraulic drive mechanism, it is characterized in that: with 3-6 climbing device is a slice group, main platform in a slice group and large-scale steel form are connected in series mutually and become overall structure, drive assembly and be connected, climb and the same moved further of upper frame with the climbing device driven in synchronism in a slice group with the hydraulic drive mechanism of each climbing device in the sheet group.
Be compared with the prior art, the utlity model has construction flexibly, characteristics such as applicability is strong, each sheet group can independently be carried out die sinking, matched moulds and climbing, solve the conventional hydraulic creeping formwork and need wait for the problem that whole to climb after the whole colligations of last layer reinforcing bar, in an integrated engineering, can realize the burst continuous productive process, save the labour, reduce construction cost, having solved structure wall has an overhanging bracket post and is difficult to the climb difficult problem of operation of integral body, also avoid the problem that the normal support body that occurs is difficult to climb synchronously in whole the climbing, made whole climbing form system flexible, applicability is strong, improve work efficiency.
Description of drawings
Fig. 1 is a schematic diagram of the present utility model;
Fig. 2 is the vertical view of Fig. 1;
Fig. 3 is a climbing device structural representation of the present utility model;
Fig. 4 is an Application Example schematic diagram of the present utility model;
Fig. 5 is the vertical view of Fig. 4.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is further described:
With reference to figure 1, Fig. 2 and Fig. 3, a kind of burst climbing type hydraulic climbing formwork that is applied to building engineering construction that the utility model proposes, comprise climbing device 1, main platform 2, large-scale steel form 3 and hydraulic-driven assembly (not shown), wherein climbing device 1 is by including wall-attaching equipment 11, guide rail 12 climbs, lower frame 13, upper frame 14 and hydraulic drive mechanism 15, shifting formwork guide rail 16 is established in lower frame 13 upper ends, upper frame 14 is erected on the shifting formwork guide rail 16, hydraulic drive mechanism 15 drives with upper frame 14 and is connected, the guide rail 12 that climbs is mounted on the wall-attaching equipment 11, lower frame 13 is connected with the guide rail 12 that climbs with hook Connection Block 17 by hydraulic drive mechanism 15 and can moves up and down along the guide rail 12 that climbs, large-scale steel form 3 is set up on the upper frame 14, main platform 2 is erected on lower frame 13 upper ends, the driving assembly is located on the main platform 2 and is connected with hydraulic drive mechanism 15, present embodiment and the difference of existing hydraulic climbing formwork are: with 3-6 climbing device 1 is a slice group (as depicted in figs. 1 and 2), main platform 2 in a slice group and large-scale steel form 3 serial connection mutually become overall structure, the hydraulic-driven assembly is connected with the hydraulic drive mechanism 15 of each climbing device 1 in the sheet group, climbs and upper frame 14 same moved further with 1 driven in synchronism of the climbing device in a slice group.
Fig. 4 and Fig. 5 represent an application example of the present utility model, and its construction technology process is as follows:
1. creeping formwork burst design (is a slice group with 3-6 climbing device 1) →
Finish body of wall 4 pre-buried climb install on the awl 41 wall-attaching equipment 11 →
3. the guide rail 12 that will climb is articulated on the wall-attaching equipment 11 →
5. on lower frame 13, install support body 14 (comprising shifting formwork guide rail 16), the hydraulic-driven assembly is installed on main platform 2, the hydraulic-driven assembly is connected with each hydraulic drive mechanism 15 in this film →
Carry out conventional creeping formwork operation subsequently:
The body of wall reinforcing bar binding, pre-buried climb the awl 41 →
8. start the hydraulic-driven assembly drive upper frame 14 drive large steel moulding plates 3 matched moulds →
Concreting →
10. after body of wall 4 hardening of concrete reach requirement of strength, start the hydraulic-driven assembly drive upper frame 14 drive large steel moulding plates 3 move back mould →
11. pre-buried climb awl 41 install wall-attaching equipment 11 →
12. start the hydraulic-driven assembly promote climb guide rail 12 to a last wall-attaching equipment 11 and fixing →
13. start the hydraulic-driven assembly along the guide rail 12 of climbing promote lower frames 13 (together with main platform 2, upper frame 14, large-scale steel form 3, hydraulic drive mechanism 15 and hydraulic-driven assembly) and be fixed on the wall-attaching equipment 11 →
14. template cleaning brush release agent →
Above step 7-14 repeats.
In the present embodiment implementation process, the principle of the creeping formwork burst of step 1 design is:
1. according to the design feature of core tube body of wall, the outer creeping formwork of tube carries out burst at overhanging bracket or body of wall sleeper both sides usually, and it is independent a slice that the interior creeping formwork of tube is generally every face wall body, and every plate plane length is controlled at 8～15m and is advisable;
2. according to hydraulic circuit control situation, the hydraulic jack of every creeping formwork setting is too much unsuitable, generally is advisable to be provided with 3～6 vertical hydraulic jacks (promptly being provided with 3～6 Pin support bodys), is convenient to the Synchronization Control with the sheet inner cylinder;
3. in conjunction with the security protection requirement of high-altitude construction, the position of burst and quantity should be so that carry out safety and go along with sb. to guard him with personnel operation and be advisable.
Claims (1)
1. burst climbing type hydraulic climbing formwork, comprise climbing device (1), main platform (2), large-scale steel form (3) and hydraulic-driven assembly, wherein climbing device (1) includes wall-attaching equipment (11), guide rail (12) climbs, lower frame (13), upper frame (14) and hydraulic drive mechanism (15), shifting formwork guide rail (15) is established in lower frame (13) upper end, upper frame (14) is erected on the shifting formwork guide rail (16), hydraulic drive mechanism (15) drives with upper frame (14) and is connected, the guide rail (12) that climbs is mounted on the wall-attaching equipment (11), lower frame (13) is connected with the guide rail that climbs (12) with hook Connection Block (17) by hydraulic drive mechanism (15) and can moves up and down along the guide rail that climbs (12), large-scale steel form (3) is set up in upper frame (14), main platform (2) is erected on lower frame (13) upper end, the driving assembly is located at main platform (2) and upward also is connected with hydraulic drive mechanism (15), it is characterized in that: with 3-6 climbing device (1) is a slice group, main platform (2) in a slice group and large-scale steel form (3) serial connection mutually become overall structure, drive assembly and be connected, climb and the same moved further of upper frame (14) with the climbing device in a slice group (1) driven in synchronism with the hydraulic drive mechanism (15) of each climbing device (1) in the sheet group.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008202034604U CN201292661Y (en) | 2008-11-17 | 2008-11-17 | Slicing climbing type hydraulic creeping formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008202034604U CN201292661Y (en) | 2008-11-17 | 2008-11-17 | Slicing climbing type hydraulic creeping formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201292661Y true CN201292661Y (en) | 2009-08-19 |
Family
ID=41006133
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008202034604U Expired - Lifetime CN201292661Y (en) | 2008-11-17 | 2008-11-17 | Slicing climbing type hydraulic creeping formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201292661Y (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107355005A (en) * | 2017-07-14 | 2017-11-17 | 四川华西集团有限公司 | The control method of integral jacking and the jacking steel platform locally jacked can be achieved |
-
2008
- 2008-11-17 CN CNU2008202034604U patent/CN201292661Y/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107355005A (en) * | 2017-07-14 | 2017-11-17 | 四川华西集团有限公司 | The control method of integral jacking and the jacking steel platform locally jacked can be achieved |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20090819 |
|
| CX01 | Expiry of patent term |