CN202380721U - Hydraulic self-elevating climbing system - Google Patents

Hydraulic self-elevating climbing system Download PDF

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Publication number
CN202380721U
CN202380721U CN2011205189098U CN201120518909U CN202380721U CN 202380721 U CN202380721 U CN 202380721U CN 2011205189098 U CN2011205189098 U CN 2011205189098U CN 201120518909 U CN201120518909 U CN 201120518909U CN 202380721 U CN202380721 U CN 202380721U
Authority
CN
China
Prior art keywords
climbing
suspension
platform
hoisting frame
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.)
Active
Application number
CN2011205189098U
Other languages
Chinese (zh)
Inventor
刘晗晨
周岳
仕建超
杨秀亮
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.)
GUANGDONG HAOHE BUILDING CO Ltd
Original Assignee
GUANGDONG HAOHE BUILDING 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 GUANGDONG HAOHE BUILDING CO Ltd filed Critical GUANGDONG HAOHE BUILDING CO Ltd
Priority to CN2011205189098U priority Critical patent/CN202380721U/en
Application granted granted Critical
Publication of CN202380721U publication Critical patent/CN202380721U/en
Active legal-status Critical Current
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Abstract

The utility model discloses a hydraulic self-elevating climbing system comprising a climbing platform and a plurality of vertical climbing guide rails with a plurality of mounting holes in linear arrays, wherein each climbing guide rail is provided with a suspension cage capable of sliding on the climbing guide rail; the suspension cages are provided with connectors connected with an external concrete wall; the suspension cages are connected with a climbing platform; and jacking mechanisms capable of sliding along the climbing guide rails and being connected with the mounting holes are arranged below the suspension cages. According to the hydraulic self-elevating climbing system disclosed by the utility model, when the suspension cages slide on the climbing guide rails to preset positions, the suspension cages are fixedly connected with the external concrete wall by using connectors to provide footing points; then, the jacking mechanism is used for applying a force by means of the footing points to lift the climbing platform; the operations are circulated and the climbing platform can be lifted floor by floor to required heights. The hydraulic self-elevating climbing system is capable of self-elevating, is rapid in lifting and firm in structure and can be widely applied to civil and architectural engineering as a climbing system.

Description

Hydraulic pressure is from rising climbing form system
Technical field
The utility model relates to the up-down climbing form system that a kind of engineering construction is used.
Background technology
When steel concrete was built core barrel structure or cylindrical body structure, because area is little, body of wall is many, common mould bases climbed not too easy.Therefore, a kind of to climb fast, firm climbing form system is installed be necessary in design.
The utility model content
The purpose of the utility model is to provide a kind of hydraulic pressure from rising climbing form system.
The solution that the utility model solves its technical problem is:
Hydraulic pressure is from rising climbing form system; Comprise the guide rail that platform and some roads are erect, that top linear array has a plurality of installing holes that climbs; Be equipped with the suspension boot that can slide in the above on every said guide rail that climbs, said suspension boot is provided with the joint that connects with the concrete wall of peripheral hardware, and said suspension boot connects with the platform that climbs; Below suspension boot, be provided with can be along the guide rail that climbs slide and lifting body that can connect with said installing hole.
Further improvement as technique scheme; Said lifting body comprises last hoisting frame and the following hoisting frame of below that is positioned at the top; Between last hoisting frame and following hoisting frame, be provided with jacking cylinder, said go up be equipped with on hoisting frame and the following hoisting frame can with the fastening devices of installing hole clamping.
As the further improvement of technique scheme, the said below of hoisting frame down is provided with the bracing frame that connects with the guide rail that climbs.
As the further improvement of technique scheme, the draw bail of climb platform and suspension boot is: on the limit of platform of climbing, be provided with the hitch that has hook, said suspension boot is provided with the suspension latch that supplies this hook to be affiliated to.
As the further improvement of technique scheme, also be provided with safety pin on the said suspension boot, the hook of hitch is between safety pin and suspension latch.
The beneficial effect of the utility model is: the utility model utilizes suspension boot on the guide rail that climbs, to slide; Sliding into preposition promptly is connected and fixed through the concrete wall of joint and peripheral hardware; The foothold is provided, and lifting body is carried on the platform that will climb just by this foothold application of force then; Cycling, the platform that can in layer will climb rise to the height that needs.The utility model can the oneself rise, and promotes fast, and structure is firm, can be widely used in the civil construction project to use as climbing form system.
Description of drawings
Below in conjunction with accompanying drawing and instance the utility model is further described.
Fig. 1 is the structure principle chart of the utility model;
Fig. 2 is the draw bail sketch map between the concrete wall of suspension boot and peripheral hardware in the utility model.
The specific embodiment
With reference to Fig. 1~Fig. 2; Hydraulic pressure is from rising climbing form system, comprises that climb platform and some roads are erect, top linear array has the guide rail 1 that climbs of a plurality of installing holes, is equipped with the suspension boot 2 that can slide in the above on every said guide rail 1 that climbs; Said suspension boot 2 is provided with the joint that connects with the concrete wall of peripheral hardware; Said suspension boot 2 connects with the platform that climbs, and below suspension boot 2, being provided with can be along guide rail 1 slide and the lifting body that can connect with said installing hole that climbs.
Further as preferred embodiment; Said lifting body comprises the last hoisting frame 4 that is positioned at the top and the following hoisting frame 5 of below; Between last hoisting frame 4 and following hoisting frame 5, be provided with jacking cylinder 6, said go up be equipped with on hoisting frame 4 and the following hoisting frame 5 can with the fastening devices of installing hole clamping.
Further as preferred embodiment, the said below of hoisting frame 5 down is provided with the bracing frame 7 that connects with the guide rail 1 that climbs.
Further as preferred embodiment, the draw bail of climb platform and suspension boot 2 is: on the limit of platform of climbing, be provided with the hitch 3 that has hook, said suspension boot 2 is provided with the suspension latch 8 that supplies this hook to be affiliated to.
Further as preferred embodiment, also be provided with safety pin 9 on the said suspension boot 2, the hook of hitch 3 is between safety pin 9 and suspension latch 8.
With reference to Fig. 2; Suspension boot 2 in the utility model is such with the draw bail of concrete wall: at first when building, embedded anchor bar 21 in body of wall, when riseing after specified altitude assignment; Aim at suspension boot 2, anchor pole 21 is connected firmly with suspension boot 2 with centrum screw rod 22.
The general use flow process of following brief introduction the utility model:
(1) The initial segment is built:
Install a side template, installing and locating embedded anchor bar 21; Assembling reinforcement; Install the opposite side template; Build the first segment section concrete.
Build for (2) second sections:
Concrete reaches form removal after the intensity, and suspension boot 2 is installed, and suspension boot 2 connects with pre-buried anchor pole 22, with these fixed suspension boots 2; The platform that will climb is suspended on the suspension boot 2; Template is linked to each other with climbing frame; The installing and locating embedded anchor bar; Assembling reinforcement; Install template and build the second sections concrete.
(3) hydraulic pressure climbs first:
Remove wall form; Cleaning template and platform; The suspension boot 2 on top is installed; The installation guide rail 1 that climbs; Use jacking cylinder 6 hydraulic lifting whole flat.
Build for (4) the 3rd sections:
Negative 2 layers suspension platform is installed; Install a side template; The installing and locating cone; Assembling reinforcement; Matched moulds; Pour into a mould the 3rd sections concrete.
(5) typical hydraulic is climbed:
Form removal; Cleaning template and platform; The suspension boot 2 on top is installed, the hydraulic pressure lift guide rail 1 that climbs; Remove bottom hung boots 2; Hydraulic pressure climb climbing frame and template.
Build for (6) the 4th sections:
Install a side template; The installing and locating cone; Assembling reinforcement; Matched moulds; Pour into a mould the 4th sections concrete.
(7) repeat (5)-(6) step.
More than be that preferred embodiments to the utility model specifies; But the invention is not limited to said embodiment; Those of ordinary skill in the art also can make all equivalent modifications or replacement under the prerequisite of the utility model spirit, modification that these are equal to or replacement all are included in the application's claim institute restricted portion.

Claims (5)

1. hydraulic pressure is from rising climbing form system; It is characterized in that: comprise the guide rail (1) that platform and some roads are erect, that top linear array has a plurality of installing holes that climbs; Be equipped with the suspension boot (2) that to slide in the above on every said guide rail that climbs (1); Said suspension boot (2) is provided with the joint that connects with the concrete wall of peripheral hardware; Said suspension boot (2) connects with the platform that climbs, the below in suspension boot (2), be provided with can be along the guide rail that climbs (1) slide and lifting body that can connect with said installing hole.
2. hydraulic pressure according to claim 1 is from rising climbing form system; It is characterized in that: said lifting body comprises the following hoisting frame (5) of the last hoisting frame (4) and the below that are positioned at the top; Between last hoisting frame (4) and following hoisting frame (5); Be provided with jacking cylinder (6), said go up be equipped with on hoisting frame (4) and the following hoisting frame (5) can with the fastening devices of installing hole clamping.
3. hydraulic pressure according to claim 2 is characterized in that from rising climbing form system: the said below of hoisting frame (5) down is provided with the bracing frame (7) that connects with the guide rail that climbs (1).
4. hydraulic pressure according to claim 3 is from rising climbing form system; It is characterized in that: the draw bail of platform and the suspension boot of climbing (2) is: on the limit of platform of climbing; Be provided with the hitch (3) that has hook, said suspension boot (2) is provided with the suspension latch (8) that supplies this hook to be affiliated to.
5. hydraulic pressure according to claim 4 is characterized in that from rising climbing form system: also be provided with safety pin (9) on the said suspension boot (2), the hook of hitch (3) is positioned between safety pin (9) and the suspension latch (8).
CN2011205189098U 2011-12-13 2011-12-13 Hydraulic self-elevating climbing system Active CN202380721U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011205189098U CN202380721U (en) 2011-12-13 2011-12-13 Hydraulic self-elevating climbing system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011205189098U CN202380721U (en) 2011-12-13 2011-12-13 Hydraulic self-elevating climbing system

Publications (1)

Publication Number Publication Date
CN202380721U true CN202380721U (en) 2012-08-15

Family

ID=46629234

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011205189098U Active CN202380721U (en) 2011-12-13 2011-12-13 Hydraulic self-elevating climbing system

Country Status (1)

Country Link
CN (1) CN202380721U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103015327A (en) * 2013-01-15 2013-04-03 中国土木工程集团有限公司 Synchronous hydraulic die side jacking device of bridge climbing die frame and pier construction method
CN103046473A (en) * 2013-01-15 2013-04-17 中国土木工程集团有限公司 Construction method for constructing double-limb hollow high-pier mould side hydraulic jacking creeping formwork and double-limb hollow high-pier
CN103046472A (en) * 2013-01-15 2013-04-17 中国土木工程集团有限公司 Integral track formwork structure and using method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103015327A (en) * 2013-01-15 2013-04-03 中国土木工程集团有限公司 Synchronous hydraulic die side jacking device of bridge climbing die frame and pier construction method
CN103046473A (en) * 2013-01-15 2013-04-17 中国土木工程集团有限公司 Construction method for constructing double-limb hollow high-pier mould side hydraulic jacking creeping formwork and double-limb hollow high-pier
CN103046472A (en) * 2013-01-15 2013-04-17 中国土木工程集团有限公司 Integral track formwork structure and using method thereof

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