CN202000659U - Climbing mould system structure - Google Patents

Climbing mould system structure Download PDF

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Publication number
CN202000659U
CN202000659U CN2011200382883U CN201120038288U CN202000659U CN 202000659 U CN202000659 U CN 202000659U CN 2011200382883 U CN2011200382883 U CN 2011200382883U CN 201120038288 U CN201120038288 U CN 201120038288U CN 202000659 U CN202000659 U CN 202000659U
Authority
CN
China
Prior art keywords
framework
template
climbing
system structure
climbs
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
Application number
CN2011200382883U
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Chinese (zh)
Inventor
吴真珍
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
FOSHAN SANSHUI ZHONGDE ROAD AND BRIDGE MATERIAL Co Ltd
Original Assignee
FOSHAN SANSHUI ZHONGDE ROAD AND BRIDGE MATERIAL Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by FOSHAN SANSHUI ZHONGDE ROAD AND BRIDGE MATERIAL Co Ltd filed Critical FOSHAN SANSHUI ZHONGDE ROAD AND BRIDGE MATERIAL Co Ltd
Priority to CN2011200382883U priority Critical patent/CN202000659U/en
Application granted granted Critical
Publication of CN202000659U publication Critical patent/CN202000659U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a climbing mould system structure, and is characterized by comprising a climbing frame, and an inner lateral mould plate and an outer lateral mould plate which are installed on the climbing frame. The lateral sides of the mould plates are provided with a climbing rail and a power device driving the mould plates to ascend, and the climbing frame and the mould plates are provided with a plurality of layers of working platforms. The climbing mould system structure remarkably improves the appearance quality of concretes, enables the construction sites to be clean and tidy, is high in mechanization, safe in construction, and high in wind resistance.

Description

A kind of climbing form system structure
Technical field
The utility model relates to technical field of buildings, relates to the mounting structure of a kind of climbing form system support body and template more specifically.
Background technology
Creeping formwork is the abbreviation of jumping formwork, also is mode hopping abroad.It is made up of jumping formwork, climbing frame (creeping formwork that yet has does not have climbing frame) and climbing equipment three parts, in towering structures such as construction shear wall system, cylindrical shell system and bridge pier Gui is a kind of effective instrument, owing to possess from the ability of climbing, therefore do not need the handling of lifting appliance, this has reduced the handling workload of Transport Machinery in the construction.But, present some domestic automatic creeping formwork equipments, control system is more complicated all, needs the part of processing many, assembly and adjustment trouble, complicated operation, the expense of taking a lot of work material, cost height.
Summary of the invention
The purpose of this utility model is exactly provide for the deficiency that solves prior art a kind of simple and reasonable, mechanization degree is high, and construction safety, the climbing form system structure that wind loading rating is strong.
The utility model is to adopt following technical solution to realize above-mentioned purpose: a kind of climbing form system structure, it is characterized in that, it comprises climbs framework and is installed on medial and lateral template on the framework that climbs, the arranged outside of template has the power set of climbing rail and drive template rising, and climb framework and template are provided with the multiple benches platform.
As further specifying of such scheme, the described framework that climbs comprises climb framework stiffened panel, adpting flange and the hook that climbs the framework body frame and go up to be provided with, outboard template and climb and be provided with the hanger bracket link between the framework.
Bottom working platform in the described multiple benches platform is fixed on the civil engineering by anchor structure, and the power set that drive template rises are installed on this layer working platform.
Described power set adopt jacking cylinder.
The beneficial effect that the utility model adopts above-mentioned technical solution to reach is:
The utility model climbing system support body and template synchronous are climbed, the template consumption is few, the mechanization degree height, construction safety, wind loading rating is strong, significantly improves Surface Quality of Concrete, the job site civilization, neatly, and can on support body and template, workbench be set as required, satisfy reinforcing bar, template, concrete high-altitude construction operation.
Description of drawings
Fig. 1 is the utility model casting condition structural representation;
Fig. 2 is the utility model die opening state structural representation;
Fig. 3 is the utility model climb mode structural representation;
Fig. 4 is for being the utility model matched moulds status architecture schematic diagram.
Description of reference numerals: 1, climb framework 2, inner side template 3, outboard template 4, power set 5, working platform 6, anchor structure
The specific embodiment
As Fig. 1-shown in Figure 4, a kind of climbing form system structure, it comprises climbs framework 1 and is installed on medial and lateral template 2,3 on the framework 1 that climbs, and the arranged outside of template has climbs the power set 4 that rail and drive template rise, and climb framework and template are provided with multiple benches platform 5.The framework 1 that climbs comprises climb framework stiffened panel, adpting flange and the hook that climbs the framework body frame and go up to be provided with, outboard template and climb and be provided with the hanger bracket link between the framework.Bottom working platform in the multiple benches platform is fixed on the civil engineering by anchor structure 6, and the power set that drive template rises are installed on this layer working platform.Generally speaking, power set adopt jacking cylinder.
Above-described only is preferred implementation of the present utility model; should be pointed out that for the person of ordinary skill of the art, under the prerequisite that does not break away from the utility model creation design; can also make some distortion and improvement, these all belong to protection domain of the present utility model.

Claims (4)

1. climbing form system structure, it is characterized in that, it comprises climbs framework and is installed on medial and lateral template on the framework that climbs, and the arranged outside of template has climbs the power set that rail and drive template rise, and climb framework and template are provided with the multiple benches platform.
2. a kind of climbing form system structure according to claim 1, it is characterized in that, the described framework that climbs comprises climb framework stiffened panel, adpting flange and the hook that climbs the framework body frame and go up to be provided with, outboard template and climb and be provided with the hanger bracket link between the framework.
3. a kind of climbing form system structure according to claim 1 is characterized in that the bottom working platform in the described multiple benches platform is fixed on the civil engineering by anchor structure, and the power set that drive template rises are installed on this layer working platform.
4. a kind of climbing form system structure according to claim 1 is characterized in that, described power set adopt jacking cylinder.
CN2011200382883U 2011-02-14 2011-02-14 Climbing mould system structure Expired - Fee Related CN202000659U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011200382883U CN202000659U (en) 2011-02-14 2011-02-14 Climbing mould system structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011200382883U CN202000659U (en) 2011-02-14 2011-02-14 Climbing mould system structure

Publications (1)

Publication Number Publication Date
CN202000659U true CN202000659U (en) 2011-10-05

Family

ID=44703404

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011200382883U Expired - Fee Related CN202000659U (en) 2011-02-14 2011-02-14 Climbing mould system structure

Country Status (1)

Country Link
CN (1) CN202000659U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2013185277A1 (en) * 2012-06-11 2013-12-19 浙江省建工集团有限责任公司 Constructing method for concrete cylinder of construction steel bar of high-rise steel structure
CN106088582A (en) * 2016-07-08 2016-11-09 广州市第四建筑工程有限公司 Slip form platform and be applied to armored concrete cylinder slding form operation method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2013185277A1 (en) * 2012-06-11 2013-12-19 浙江省建工集团有限责任公司 Constructing method for concrete cylinder of construction steel bar of high-rise steel structure
CN103635643A (en) * 2012-06-11 2014-03-12 浙江省建工集团有限责任公司 Constructing method for concrete cylinder of construction steel bar of high-rise steel structure
US9016025B2 (en) 2012-06-11 2015-04-28 Zhejiang Construction Engineering Group Co., Ltd Constructing method for concrete cylinder of construction steel bar of high-rise steel structure
CN106088582A (en) * 2016-07-08 2016-11-09 广州市第四建筑工程有限公司 Slip form platform and be applied to armored concrete cylinder slding form operation method
CN106088582B (en) * 2016-07-08 2019-02-01 广州市第四建筑工程有限公司 Slip form platform and its be applied to armored concrete cylinder slding form operation method

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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
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20111005

Termination date: 20170214