CN205134939U - Hydraulic pressure creeping formwork system suitable for inboard narrow and small region in space of a core section of thick bamboo - Google Patents
Hydraulic pressure creeping formwork system suitable for inboard narrow and small region in space of a core section of thick bamboo Download PDFInfo
- Publication number
- CN205134939U CN205134939U CN201520879308.8U CN201520879308U CN205134939U CN 205134939 U CN205134939 U CN 205134939U CN 201520879308 U CN201520879308 U CN 201520879308U CN 205134939 U CN205134939 U CN 205134939U
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- mould
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- walls structure
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- 238000009415 formwork Methods 0.000 title abstract description 7
- 235000017166 Bambusa arundinacea Nutrition 0.000 title abstract 3
- 235000017491 Bambusa tulda Nutrition 0.000 title abstract 3
- 241001330002 Bambuseae Species 0.000 title abstract 3
- 235000015334 Phyllostachys viridis Nutrition 0.000 title abstract 3
- 239000011425 bamboo Substances 0.000 title abstract 3
- 230000009194 climbing Effects 0.000 claims abstract description 47
- 229910000831 Steel Inorganic materials 0.000 claims description 9
- 239000010959 steel Substances 0.000 claims description 9
- 239000002023 wood Substances 0.000 claims description 3
- 240000009087 Crescentia cujete Species 0.000 abstract 2
- 235000005983 Crescentia cujete Nutrition 0.000 abstract 2
- 235000009797 Lagenaria vulgaris Nutrition 0.000 abstract 2
- 150000001875 compounds Chemical class 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 20
- 238000000034 method Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- 230000000750 progressive effect Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 2
- 238000011017 operating method Methods 0.000 description 2
- 230000001360 synchronised effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000003028 elevating effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
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Abstract
The utility model provides a hydraulic pressure creeping formwork system suitable for inboard narrow and small region in space of a core section of thick bamboo, including climbing a device, hydraulic pressure jacking device, guider, it passes through hydraulic pressure jacking device and is connected with guider to climb a device, climb a device including hanging the platform, the hydraulic actuating platform, the bearing tripod, go up support body and the template guide rail that moves backward, guider includes the guide rail, the guide rail is hung on installing the pendant board on the built -in fitting, hydraulic pressure jacking device includes jacking cylinder, the box commutates from top to bottom, go up the support body top and install the landing girder that encorbelments, encorbelment to be provided with on the landing girder and hang the mould gyro wheel, hang to be connected with on the mould gyro wheel and hang the mould calabash, hang the connection of mould calabash lower extreme and hang the mould, it is inboard fixed with core section of thick bamboo wall body to hang the mould. The mode of hanging in outer the climbing of this the narrow and small position in space department of hydraulic pressure creeping formwork system adoption has effectively been avoided running through hole danger operation, the narrow and small not enough circumstances of distance that moves backward that results in in barrel space at inside barrel, through the quick compound die of the inside wall body of hoist and mount realization, and improvement work efficiency.
Description
Technical field
The utility model belongs to construction engineering technical field, is specifically related to a kind of hydraulic climbing die block system, is applicable to the construction machinery applied in the executive information systems of hydraulic climbing shuttering system and occupies region and polymorphic structure narrow regions.
Background technology
Hydraulic climbing die block system is at construction shear wall system, it is a kind of effective instrument in the tall and slender structures such as cylindrical shell system and bridge pier, its structure generally comprises climbing frame device, hydraulic jacking device, guiding device and template, climbing frame device is connected with guiding device by hydraulic jacking device, climbing frame device comprises and hangs platform, be arranged on the hydraulic operation platform hung above platform, be arranged on the heavy duty tripod on hydraulic operation platform, guide rail is moved after being arranged on the upper frame above heavy duty tripod and being arranged on the template on upper frame, guiding device comprises the guide rail on body of wall by pendant plate and installation of embedded parts, hydraulic jacking device comprises jacking cylinder, can make to be formed between climbing frame device and guide rail to climb mutually by jacking cylinder, thus hydraulic climbing die block system is upwards climbed steadily, carry out the progressive die of Control architecture by moving guide rail after rotation template and move back mould.This hydraulic climbing die block system possesses from climbing ability due to it, and without the need to other crane gear in work progress, easy to operate, climbing speed is fast, and safety factor is high, is first-selected template system during high-rise structures construction.
At present, domestic super highrise building mainly adopts Core Walls Structure-outer steel framework structural system, for this structural system, when constructing Core Walls Structure, Normal practice, for adopting " inside and outside entirely climb " construction process of hydraulic climbing form, all arranges above-mentioned hydraulic climbing die block system and constructs inside and outside Core Walls Structure.But, part engineering Core Walls Structure swing arm tower crane is built-in, make tower crane Delta Region narrow space, therefore, in Core Walls Structure, the internal mold operating platform of hydraulic climbing die block system conflicts with tower crane, the method construction of support or pre-buried shaped steel can be taked herein, but, meet like this and face the problem that potential safety hazard is large and cost is high.
Utility model content
The purpose of this utility model overcomes that existing Core Walls Structure swing arm tower crane is built-in causes tower crane Delta Region narrow space, the problem that hydraulic climbing die block system internal mold operating platform easily conflicts with tower crane.
For this reason, the utility model provides a kind of hydraulic climbing die block system being applicable to Core Walls Structure inner space narrow regions, comprise climbing frame device, hydraulic jacking device, guiding device, climbing frame device is connected with guiding device by hydraulic jacking device, described climbing frame device comprises and hangs platform, be arranged on the hydraulic operation platform hung above platform, be arranged on the heavy duty tripod on hydraulic operation platform, be arranged on the upper frame above heavy duty tripod, upper frame moves guide rail after being provided with template, guiding device comprises guide rail, guide rail hangs in the pendant plate that is arranged on built-in fitting, , hydraulic jacking device comprises jacking cylinder and is arranged on the upper and lower Commutating box up and down of jacking cylinder, outrigger platform beam is installed at described upper frame top, described outrigger platform beam is provided with and hangs mould roller, hang mould roller is connected with and hang mould cucurbit, hang the connection of mould cucurbit lower end and hang mould, described hanging inside mould and Core Walls Structure body of wall is fixed.
Further, described in hang mould by template, and in template vertical arrange hang mould time back cord and lateral arrangement hang the main back cord composition of mould.
Further, the thickness of described template is 12mm ~ 20mm.
Further, hanging mould time back cord described in is wood I-beam or 40*95 flitch.
Further, hanging the main back cord of mould described in is channel-section steel or square steel pipe.
Further, hang mould described in be fixed by major diameter Screw arbor with nut at both-ends and Core Walls Structure body of wall.
Further, described guide rail lower end is supported by shoe, and shoe is fixed on Core Walls Structure body of wall.
The beneficial effects of the utility model:
(1) this hydraulic climbing die block system that provides of the utility model occupies at construction machinery the narrow space position that hole causes formwork narrow space and polymorphic structure to cause and adopts the mode of hanging in outer climbing, effectively avoid at interior cylinder perforated holes dangerous operation, barrel space is narrow and small cause after move apart from inadequate situation, realized the quick matched moulds of inner body of wall by lifting, increase work efficiency.
(2) this hydraulic climbing die block system that the utility model provides by Core Walls Structure exterior wall and tower crane Delta Region body of wall synchronous construction, can be increased work efficiency.
(3) this hydraulic climbing die block system structure that provides of the utility model is simple, and installation and removal are convenient, and operating procedure is few, effectively accelerates the speed of application of core wall structure, improves construction quality, guarantees construction safety, ensures the operability of construction; Meanwhile, required component are few, more economically, save manpower and material resources, are conducive to reducing construction cost.
Below with reference to accompanying drawing, the utility model is described in further details.
Accompanying drawing explanation
Fig. 1 is the structural representation that the utility model is applicable to the hydraulic climbing die block system of Core Walls Structure inner space narrow regions.
Description of reference numerals: 1, Core Walls Structure body of wall; 2, shoe; 3, guide rail; 4, platform is hung; 5, pendant plate; 6, built-in fitting; 7, hydraulic operation platform; 8, jacking cylinder; 9, heavy duty tripod; 10, guide rail is moved after template; 11, upper frame; 12, mould is hung; 13, mould time back cord is hung; 14, the main back cord of mould is hung; 15, Screw arbor with nut at both-ends; 16, mould cucurbit is hung; 17, mould roller is hung; 18, outrigger platform beam.
Detailed description of the invention
Embodiment 1:
In order to overcome, existing Core Walls Structure swing arm tower crane is built-in causes tower crane Delta Region narrow space, the problem that hydraulic climbing die block system internal mold operating platform easily conflicts with tower crane, present embodiments provide a kind of hydraulic climbing die block system being applicable to Core Walls Structure inner space narrow regions as shown in Figure 1, comprise climbing frame device, hydraulic jacking device, guiding device, climbing frame device is connected with guiding device by hydraulic jacking device, described climbing frame device comprises and hangs platform 4, be arranged on the hydraulic operation platform 7 hung above platform 4, be arranged on the heavy duty tripod 9 on hydraulic operation platform 7, be arranged on the upper frame 11 above heavy duty tripod 9, upper frame 11 moves guide rail 10 after being provided with template, guiding device comprises guide rail 3, guide rail 3 hangs in the pendant plate 5 that is arranged on built-in fitting 6, , hydraulic jacking device comprises jacking cylinder 8 and is arranged on the Commutating box up and down of jacking cylinder about 8, outrigger platform beam 18 is installed at described upper frame 11 top, described outrigger platform beam 18 is provided with and hangs mould roller 17, hang mould roller 17 is connected with and hang mould cucurbit 16, hang the connection of mould cucurbit 16 lower end and hang mould 12, described hanging inside mould 12 and Core Walls Structure body of wall 1 is fixed.
The utility model is to reach the Core Walls Structure body of wall 1 of some strength (10MPa) as supporting body, guide rail 3 is arranged on Core Walls Structure body of wall 1, utilize the jacking cylinder 8 of self and lift rail 3 and the climbing frame device respectively of Commutating box being up and down arranged on jacking cylinder about 8, thus realize the elevating movement of creeping formwork.After creeping formwork promotes and puts in place, off-load on Core Walls Structure body of wall 1, then carrys out lift rail 3 by jacking cylinder 8, and treat that guide rail 3 promotes and put in place, off-load, on Core Walls Structure body of wall 1, can realize alternately promoting of climbing frame device and guide rail 3 like this; Template on outside Core Walls Structure body of wall 1 is carried out the progressive die of Control architecture by moving guide rail 10 after rotation template and moves back mould, and in tower crane Delta Region because its inner space is narrow and small, mould 12 will be hung to hang in from top inside Core Walls Structure body of wall 1 fixing by hanging mould cucurbit 16, and realize hanging the progressive die of mould 12 by hanging mould roller 17 and move back mould.
This hydraulic climbing die block system being applicable to Core Walls Structure inner space narrow regions that the utility model provides occupies at construction machinery the narrow space position that hole causes formwork narrow space and polymorphic structure to cause and adopts the mode of hanging in outer climbing, effectively avoid at interior cylinder perforated holes dangerous operation, barrel space is narrow and small cause after move apart from inadequate situation, the quick matched moulds of inner body of wall is realized by lifting, and by Core Walls Structure exterior wall and tower crane Delta Region body of wall synchronous construction, can increase work efficiency.
Embodiment 2:
On the basis of embodiment 1, the described mould 12 that hangs is by template, and the vertical main back cord 14 of mould that hangs hanging mould time back cord 13 and lateral arrangement arranged forms in template, wherein, the thickness of template is 12mm ~ 20mm, hang mould time back cord 13 for wood I-beam or 40*95 flitch, hanging the main back cord 14 of mould is channel-section steel or square steel pipe.
In addition, if take to set up support mode at tower crane trigonum reserved opening to support and hang mould 12, along with the increase of high building construction height, danger will constantly increase, and according to the method that steel truss supports, it is supported, then need construct time every layer hole to be provided is set, this method takes time and effort many, cost is high, therefore, the utility model is hung mould 12 and is fixed with Core Walls Structure body of wall 1 by large diameter Screw arbor with nut at both-ends 15, reinforced the template in outside in Core Walls Structure body of wall 1 by Screw arbor with nut at both-ends 15 simultaneously, easy construction, decrease workload, also more can ensure safety civilized construction simultaneously.
And the safety in order to construct, described guide rail 3 lower end is supported by shoe 2, and shoe 2 is fixed on Core Walls Structure body of wall 1.
In sum, this hydraulic climbing die block system structure being applicable to Core Walls Structure inner space narrow regions that the utility model provides is simple, installation and removal are convenient, operating procedure is few, effectively accelerate the speed of application of core wall structure, improve construction quality, guarantee construction safety, ensure the operability of construction; Meanwhile, required component are few, more economically, save manpower and material resources, are conducive to reducing construction cost.
More than exemplifying is only illustrate of the present utility model, does not form the restriction to protection domain of the present utility model, everyly all belongs within protection scope of the present invention with the same or analogous design of the utility model.
Claims (7)
1. one kind is applicable to the hydraulic climbing die block system of Core Walls Structure inner space narrow regions, comprise climbing frame device, hydraulic jacking device, guiding device, climbing frame device is connected with guiding device by hydraulic jacking device, described climbing frame device comprises and hangs platform (4), be arranged on the hydraulic operation platform (7) hanging platform (4) top, be arranged on the heavy duty tripod (9) on hydraulic operation platform (7), be arranged on the upper frame (11) of heavy duty tripod (9) top, guide rail (10) is moved after upper frame (11) is provided with template, guiding device comprises guide rail (3), guide rail (3) hangs in the pendant plate (5) that is arranged on built-in fitting (6), , hydraulic jacking device comprises jacking cylinder (8) and is arranged on the upper and lower Commutating box up and down of jacking cylinder (8), it is characterized in that: outrigger platform beam (18) is installed at described upper frame (11) top, described outrigger platform beam (18) is provided with and hangs mould roller (17), hang mould roller (17) is connected with and hang mould cucurbit (16), hang the connection of mould cucurbit (16) lower end and hang mould (12), the described mould (12) that hangs is fixed with Core Walls Structure body of wall (1) inner side.
2. be applicable to the hydraulic climbing die block system of Core Walls Structure inner space narrow regions as claimed in claim 1, it is characterized in that: described in hang mould (12) by template, and the vertical main back cord of mould (14) that hangs hanging mould time back cord (13) and lateral arrangement arranged forms in template.
3. be applicable to the hydraulic climbing die block system of Core Walls Structure inner space narrow regions as claimed in claim 2, it is characterized in that: the thickness of described template is 12mm ~ 20mm.
4. be applicable to the hydraulic climbing die block system of Core Walls Structure inner space narrow regions as claimed in claim 2, it is characterized in that: described in hang mould time back cord be wood I-beam or 40*95 flitch.
5. be applicable to the hydraulic climbing die block system of Core Walls Structure inner space narrow regions as claimed in claim 2, it is characterized in that: described in hang the main back cord of mould (14) for channel-section steel or square steel pipe.
6. be applicable to the hydraulic climbing die block system of Core Walls Structure inner space narrow regions as claimed in claim 1 or 2, it is characterized in that: described in hang mould (12) and be fixed by large diameter Screw arbor with nut at both-ends (15) and Core Walls Structure body of wall (1).
7. be applicable to the hydraulic climbing die block system of Core Walls Structure inner space narrow regions as claimed in claim 1, it is characterized in that: described guide rail (3) lower end is supported by shoe (2), and shoe (2) is fixed on Core Walls Structure body of wall (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520879308.8U CN205134939U (en) | 2015-11-06 | 2015-11-06 | Hydraulic pressure creeping formwork system suitable for inboard narrow and small region in space of a core section of thick bamboo |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520879308.8U CN205134939U (en) | 2015-11-06 | 2015-11-06 | Hydraulic pressure creeping formwork system suitable for inboard narrow and small region in space of a core section of thick bamboo |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205134939U true CN205134939U (en) | 2016-04-06 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520879308.8U Expired - Fee Related CN205134939U (en) | 2015-11-06 | 2015-11-06 | Hydraulic pressure creeping formwork system suitable for inboard narrow and small region in space of a core section of thick bamboo |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205134939U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106522541A (en) * | 2016-10-28 | 2017-03-22 | 上海建工集团股份有限公司 | Steel platform formwork lifting point bearing beams and lifting method for formwork system |
| CN106522542A (en) * | 2016-11-21 | 2017-03-22 | 上海建工集团股份有限公司 | Single-station hydraulic formwork climbing system and climbing method thereof |
| CN107190650A (en) * | 2017-07-26 | 2017-09-22 | 中交路桥华东工程有限公司 | Truss-like is without pull bar hydraulic climbing die block system and its construction technology |
| CN107246073A (en) * | 2017-06-14 | 2017-10-13 | 中建三局集团有限公司 | Core Walls Structure crossbar structure synchronous construction structure and method |
| CN107489214A (en) * | 2017-06-29 | 2017-12-19 | 深圳前海特辰科技有限公司 | The vertical flat bed construction method with horizontal structure of Core Walls Structure |
| CN107762143A (en) * | 2017-09-27 | 2018-03-06 | 中国建筑股份有限公司海拓工程分公司 | For improving the climbing form system of shear force wall reinforcing steel bar construction space |
| CN110593555A (en) * | 2019-10-16 | 2019-12-20 | 四川省第六建筑有限公司 | Assembled lifting die |
| CN112031401A (en) * | 2020-08-05 | 2020-12-04 | 上海建工集团股份有限公司 | Two-way adjustable automatic template opening and closing system of climbing formwork and use method thereof |
-
2015
- 2015-11-06 CN CN201520879308.8U patent/CN205134939U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106522541A (en) * | 2016-10-28 | 2017-03-22 | 上海建工集团股份有限公司 | Steel platform formwork lifting point bearing beams and lifting method for formwork system |
| CN106522542A (en) * | 2016-11-21 | 2017-03-22 | 上海建工集团股份有限公司 | Single-station hydraulic formwork climbing system and climbing method thereof |
| CN107246073A (en) * | 2017-06-14 | 2017-10-13 | 中建三局集团有限公司 | Core Walls Structure crossbar structure synchronous construction structure and method |
| CN107489214A (en) * | 2017-06-29 | 2017-12-19 | 深圳前海特辰科技有限公司 | The vertical flat bed construction method with horizontal structure of Core Walls Structure |
| CN107190650A (en) * | 2017-07-26 | 2017-09-22 | 中交路桥华东工程有限公司 | Truss-like is without pull bar hydraulic climbing die block system and its construction technology |
| CN107190650B (en) * | 2017-07-26 | 2023-12-15 | 中交路桥华东工程有限公司 | Truss type pull-rod-free hydraulic climbing formwork system and construction process thereof |
| CN107762143A (en) * | 2017-09-27 | 2018-03-06 | 中国建筑股份有限公司海拓工程分公司 | For improving the climbing form system of shear force wall reinforcing steel bar construction space |
| CN110593555A (en) * | 2019-10-16 | 2019-12-20 | 四川省第六建筑有限公司 | Assembled lifting die |
| CN112031401A (en) * | 2020-08-05 | 2020-12-04 | 上海建工集团股份有限公司 | Two-way adjustable automatic template opening and closing system of climbing formwork and use method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160406 |
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| CF01 | Termination of patent right due to non-payment of annual fee |