CN201539097U - Full hydraulic climbing template - Google Patents
Full hydraulic climbing template Download PDFInfo
- Publication number
- CN201539097U CN201539097U CN2009200746242U CN200920074624U CN201539097U CN 201539097 U CN201539097 U CN 201539097U CN 2009200746242 U CN2009200746242 U CN 2009200746242U CN 200920074624 U CN200920074624 U CN 200920074624U CN 201539097 U CN201539097 U CN 201539097U
- Authority
- CN
- China
- Prior art keywords
- steel pipe
- hoisting frame
- hydraulic
- crossbeam
- template
- 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.)
- Expired - Fee Related
Links
- 230000009194 climbing Effects 0.000 title abstract description 8
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 24
- 239000010959 steel Substances 0.000 claims abstract description 24
- 230000003068 static effect Effects 0.000 claims abstract description 3
- 238000009415 formwork Methods 0.000 description 11
- 230000009191 jumping Effects 0.000 description 7
- 238000010276 construction Methods 0.000 description 3
- 238000004080 punching Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 210000001258 synovial membrane Anatomy 0.000 description 2
- 206010039509 Scab Diseases 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
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Abstract
The utility model provides a hydraulic climbing template device, which comprises a support steel pipe arranged on a wall body, a cross beam mounted on the support steel pipe and lifting racks respectively arranged at two ends of the cross beam, wherein at least two movable support legs perpendicular to the lifting racks are arranged on each lifting rack, templates for placing concrete are connected to different movable support legs on the same lifting rack, wherein a hydraulic hoist gear is mounted on the support steel pipe, the hydraulic hoist gear is static relative to the cross beam and the lifting racks for driving the cross beam and the lifting racks to move axially in the support steel pipe. Compared with the prior art, the utility model has the benefits of convenient template climbing, and time and labor conservation.
Description
Technical field
The utility model relates to a kind of all-hydraulic jumping formwork, particularly relates to a kind of all-hydraulic jumping formwork for building.
Background technology
The template that existing building operations is used is the large formwork construction device that adopts.Structure of transvers plate comprises panel, skeleton, support system and operating platform, and panel generally adopts the monoblock steel plate of 4～5 millimeters thick, and also available thick 2～3 millimeters little punching block of typing is assembled into whole big template and thick 12～24 millimeters multilayer flashing veneer etc.Skeleton is welded into horizontal, vertical rib by shaped steel usually.Support system generally also is made up of shaped steel.For ease of make, transportation and stacking, except that panel and skeleton are welded into the integral body, but other part piecemeals are made assembled on site.In order to reduce the template model and to increase flexibility, depth can the typical floor room commonly used, the standard width of a room in an old-style house are aided with 30 centimetres or 60 centimetres of wide scabs, to adapt to the variation of architectural plane by 30 centimetres of modular system carries again as basic plate face size.The big punching block that should adopt the monoblock steel plate to be welded between the standard room, special-shaped room should adopt spellings such as little punching block of typing or multi-plywood.When the cold district winter construction, attached lagging facility or heating pipeline are wanted in the template back side.And the existing templates area is bigger, and height is about floor height, is about to be depth or standard width of a room in an old-style house size, and is so weight is also bigger, relatively more difficult when building promotes.
For solving the lifting problem of template, the existing templates method for improving has formwork, synovial membrane and three kinds of modes of creeping formwork usually, and the template of formwork needs the heavy burden mounting or dismounting, and the expense of taking a lot of work is expected, speed of application is slow; Common fault such as the more common sticking to moulds of synovial membrane, drawing crack, metope are not bright and clean; Adopt electronic climb or bottle gouard moved by hands climbs and existing climbing apparatus is general.But this class climbing device promotes the bad control of synchronism, and need be provided with tall and big climbing frame, during construction, is the bearing jumping formwork with the climbing frame, is the bearing climbing frame that climbs again with the template, also has between the template and climbs mutually, but only be used for exterior wall usually.
In view of this, be necessary to provide a kind of new type hydraulic jumping formwork.
The utility model content
At the deficiencies in the prior art, the utility model purpose is to provide a kind of new type hydraulic jumping formwork.
For solving the problems of the technologies described above, the technical solution of the utility model is achieved in that
The plate device that a kind of hydraulic pressure climbs, comprise the supporting steel pipe that is arranged on the body of wall, dress holds in the crossbeam of described supporting steel pipe, and the hoisting frame of being located at described crossbeam two ends respectively, described each hoisting frame is provided with at least two movable supporting legs perpendicular to described hoisting frame, on the different described movable supporting legs on the described same hoisting frame, be connected with the template that is used for placing of concrete, wherein, described supporting steel pipe is equipped with hydraulic lifting apparatus on also, described hydraulic lifting apparatus is relative with described hoisting frame with described crossbeam static, and can drive described crossbeam and described hoisting frame axially moving at described supporting steel pipe.
Further this, described hydraulic lifting apparatus is a hydraulic jack.
Described hoisting frame vertical fixing is in described crossbeam.
Compared with prior art, the beneficial effects of the utility model are: template is climbed conveniently, and is time saving and energy saving.
Description of drawings
Fig. 1 is the sectional view of the all-hydraulic jumping formwork of expression the utility model preferred forms.
Wherein:
Body of wall 1 supporting steel pipe 2
Hoisting frame 3 steel forms 4
Movable supporting legs 5 crossbeams 6
The specific embodiment
As shown in Figure 1, in the utility model preferred forms, vertical described body of wall 1 upwardly extending supporting steel pipe 2 is installed on the body of wall 1, on the described supporting steel pipe 2 hydraulic jack 7 is housed, this hydraulic jack 7 can promptly be upwards to climb, to descend with respect to described body of wall 1 along the moving axially of described supporting steel pipe 2.The bottom of this hydraulic jack 7 is fixed with crossbeam 6, and is screwed the hoisting frame 3 that is connected with vertical described crossbeam 6 and extends respectively downwards at the two ends of crossbeam 6.This hoisting frame 3 is elongate frame, and under hydraulic jack 7 effects, described crossbeam 6 and the hoisting frame of fixing at its two ends 3 can upwards climb synchronously with described hydraulic jack.Simultaneously, on each hoisting frame 3 at least two movable supporting legs 5 can be housed, these movable supporting legs 5 two ends all protrude in this hoisting frame, and between described two hoisting frames 3, the movable supporting legs in twos 5 on each hoisting frame 3 is connected by die plate 4.After steel form 4 relative between the described hoisting frame 3 sets up, just can implement concrete pouring to it.After treating concrete setting, dismounting steel form 4, utilization hydraulic jack 7 is upwards climbed along supporting steel pipe 2, drives hoisting frame 3 and upwards promotes, and continues mounting template.
Although be the example purpose, preferred implementation of the present utility model is disclosed, but those of ordinary skill in the art will recognize that under situation about not breaking away from by the disclosed scope and spirit of the present utility model of appending claims, various improvement, increase and replacement are possible.
Claims (3)
1. plate device that hydraulic pressure climbs, comprise the supporting steel pipe that is arranged on the body of wall, dress holds in the crossbeam of described supporting steel pipe, and the hoisting frame of being located at described crossbeam two ends respectively, described each hoisting frame is provided with at least two movable supporting legs perpendicular to described hoisting frame, on the different described movable supporting legs on the described same hoisting frame, be connected with the template that is used for placing of concrete, it is characterized in that: described supporting steel pipe is equipped with hydraulic lifting apparatus on also, described hydraulic lifting apparatus is relative with described hoisting frame with described crossbeam static, and can drive described crossbeam and described hoisting frame axially moving at described supporting steel pipe.
2. the plate device that hydraulic pressure according to claim 1 climbs is characterized in that, described hydraulic lifting apparatus is a hydraulic jack.
3. the plate device that hydraulic pressure according to claim 2 climbs is characterized in that, described hoisting frame vertical fixing is in described crossbeam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200746242U CN201539097U (en) | 2009-10-16 | 2009-10-16 | Full hydraulic climbing template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200746242U CN201539097U (en) | 2009-10-16 | 2009-10-16 | Full hydraulic climbing template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201539097U true CN201539097U (en) | 2010-08-04 |
Family
ID=42590548
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009200746242U Expired - Fee Related CN201539097U (en) | 2009-10-16 | 2009-10-16 | Full hydraulic climbing template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201539097U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103015705A (en) * | 2012-11-30 | 2013-04-03 | 柳雪春 | Automatic Leveling Mechanism of Cylinder Supporting Beam in Sliding Form System |
| CN107447668A (en) * | 2017-08-27 | 2017-12-08 | 贵州新联爆破工程集团有限公司 | A kind of automatic lifting positions tapered pier template |
| CN107989361A (en) * | 2017-11-29 | 2018-05-04 | 江苏阿尔博装饰工程有限公司 | A kind of construction hydraulic formwork climbing device |
-
2009
- 2009-10-16 CN CN2009200746242U patent/CN201539097U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103015705A (en) * | 2012-11-30 | 2013-04-03 | 柳雪春 | Automatic Leveling Mechanism of Cylinder Supporting Beam in Sliding Form System |
| CN103015705B (en) * | 2012-11-30 | 2016-08-10 | 柳雪春 | Automatic leveling mechanism for oil cylinder supporting beam of slip form system |
| CN107447668A (en) * | 2017-08-27 | 2017-12-08 | 贵州新联爆破工程集团有限公司 | A kind of automatic lifting positions tapered pier template |
| CN107447668B (en) * | 2017-08-27 | 2023-08-01 | 保利新联爆破工程集团有限公司 | Automatic lifting positioning variable-cross-section bridge pier template |
| CN107989361A (en) * | 2017-11-29 | 2018-05-04 | 江苏阿尔博装饰工程有限公司 | A kind of construction hydraulic formwork climbing device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| DD01 | Delivery of document by public notice |
Addressee: Ma Feng Document name: Notification to Pay the Fees |
|
| DD01 | Delivery of document by public notice |
Addressee: Ma Feng Document name: Notification of Termination of Patent Right |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100804 Termination date: 20131016 |