CN2660027Y - Hydraulic auto climbing appts. - Google Patents

Hydraulic auto climbing appts. Download PDF

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Publication number
CN2660027Y
CN2660027Y CN 03253459 CN03253459U CN2660027Y CN 2660027 Y CN2660027 Y CN 2660027Y CN 03253459 CN03253459 CN 03253459 CN 03253459 U CN03253459 U CN 03253459U CN 2660027 Y CN2660027 Y CN 2660027Y
Authority
CN
China
Prior art keywords
climb
climbs
track
fixed
self
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
CN 03253459
Other languages
Chinese (zh)
Inventor
王化冰
杨荣泉
侯福金
刘深远
袁英杰
赵佃宝
韩军霞
贾志坚
蔡建军
阎宗山
蒋圣保
宋修强
王化禹
王晓声
于晓冬
窦愿新
徐华静
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.)
Shandong Luqiao Group Co Ltd
Original Assignee
Shandong Luqiao Group 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 Shandong Luqiao Group Co Ltd filed Critical Shandong Luqiao Group Co Ltd
Priority to CN 03253459 priority Critical patent/CN2660027Y/en
Application granted granted Critical
Publication of CN2660027Y publication Critical patent/CN2660027Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

A hydraulic automatic climb device belongs to building equipment field. The device comprises a left part and a right part between which a common control mechanism is equipped for control and synchronous action; the structure of every part is that an embedded sleeve in the reinforced concrete and an anchored bolt are fixed together with an anchor; a suspended part is suspended on the anchor by a pin; a self-lock elevation part is clung to a climb railway and matched with a groove provided on the climb railway and the self-lock elevation part is equipped with a direction adjustment device; the climb railway is spaced in the anchor groove and fixed on the anchor by a steel pin; the upper and lower ends of a jack are fixed with the automatic elevation part and the suspended part is also equipped with a climb bracket mounting hole; the lower end of the climb bracket is fixed with a supporting wheel clung to the climb railway. The device boasts convenient operation and safe, reliable, high-efficiency construction. The device is used in projects such as bridge tower, high pier project, building, chimney, etc.

Description

The hydraulic pressure automatic climbing device
Affiliated technical field
The utility model relates to a kind of climbing device for building, especially the hydraulic pressure automatic climbing device that adopts in the climbing form frame of engineerings such as bridge high tower, high pier engineering, building, chimney, the jumping formwork.
Technical background
Bridge, construction implements such as the domestic existing creeping formwork that is used for engineerings such as bridge high tower, high pier engineering, building, chimney, sliding formwork are by tower crane, lead equipment such as chain and climb, have and use hydraulic jack to climb, but can not realize automatic climbing, production efficiency is low simultaneously, poor stability.
Summary of the invention
In order to overcome the problems referred to above, the purpose of this utility model provides a kind of easy to operate, safe and reliable hydraulic pressure automatic climbing device.
The technical scheme that the utility model is dealt with problems is this kind hydraulic pressure automatic climbing device, it is characterized in that this hydraulic pressure automatic climbing device is that the left and right two parts that are arranged in parallel are formed, and has common controlling organization control, synchronization action between left and right two parts; The structure of each part is: be fastened on one by being embedded in pre-buried sleeve in the concrete and anchor bolt and anchoring piece in advance; Suspender is suspended on the anchoring piece by latch; The self-locking lifting member is attached on the track that climbs, and its spacer pin is spacing by spring, and matches with groove on the track that climbs, and is provided with direction adjusting apparatus; The track cross level direction of climbing is limited in the anchoring piece groove, and above-below direction is by on steel pin side's anchoring piece fixed thereon; Upper and lower end at jack all is fixed with the self-locking lifting member, and upper end self-locking lifting member is fixed on the suspender, also is provided with the support fixing hole that climbs on the suspender, and the support lower end of climbing is fixed with attached to the support wheel on the track that climbs.
The beneficial effects of the utility model are: use this cover mechanism, can make on the jumping formwork of high tower at bridge, house construction engineering, Gao Dun, high-building construction and use.Have the characteristics such as quick, safe, easy to operate of climbing.By the operation of a people by control cabinet, can realize climbing the actions such as rising, whereabouts of the climbing of rail, climbing frame integral body, broken away from artificial or other mechanical intervention, saved the engineering time.
Description of drawings
Fig. 1 is process example one schematic diagram that climbs of the present utility model;
Fig. 2 is process example two schematic diagrames that climb of the present utility model;
Fig. 3 is process example three schematic diagrames that climb of the present utility model;
Fig. 4 is track lifting process example one schematic diagram that climbs of the present utility model;
Fig. 5 is track lifting process example two schematic diagrames that climb of the present utility model;
Fig. 6 is track lifting process example three schematic diagrames that climb of the present utility model;
The user mode schematic diagram that Fig. 7 combines with the support that climbs for the utility model.
Wherein: 1 pre-buried sleeve and anchor bolt, on 2 coagulations, 3 suspenders, self-locking lifting member on 4,5 jack, 6 tracks that climb, 7 times anchoring pieces, 8 fixing holes, anchoring piece on 9,10 support wheels, 11 times self-locking lifting members.
The specific embodiment
As shown in the figure.
This kind hydraulic pressure automatic climbing device is that the left and right two parts that are arranged in parallel are formed, and common controlling organization control is arranged, synchronization action between left and right two parts.The structure of each part is: be fastened on one by the pre-buried sleeve and the anchor bolt 1 that are embedded in advance in the concrete with anchoring piece; Suspender 3 is suspended on the anchoring piece by latch, is the stress action spot of a whole set of template system, is connected with anchoring piece by latch; The self-locking lifting member is attached on the track 6 that climbs, and its spacer pin is spacing by spring, and matches with groove on the track 6 that climbs, and is provided with direction adjusting apparatus.The track 6 that climbs is made by the weld type steel, and attached on the anchoring piece, when the support that climbs rose overally, the self-locking lifting member drove the support that climbs and rises overally attached on the track that climbs by steel pin.The self-locking lifting member is as the strong point of support when climbing that climb, on the track that climbs, can be automatically under the drive of jack with climb track locking with open, by a gauge tap control can realize the climbing automatic climbing of the support and the track that climbs.The track that climbs is anchored on the anchoring piece with steel pin, and the effect of anchoring piece is the attachment point as the climb support and the track that climbs, and can cross anchor bolt and be fixed on the concrete 2 of having built.Track 6 horizontal directions of climbing are limited in the anchoring piece groove, and above-below direction is by on steel pin side's anchoring piece 9 fixed thereon; Upper and lower end at jack 5 all is fixed with the self-locking lifting member, and last self-locking lifting member 4 is fixed on the suspender 3, also is provided with the support fixing hole 8 that climbs on the suspender 3, and the support lower end of climbing is fixed with attached to the support wheel 10 on the track 6 that climbs.Support wheel 10 is as the lower support point of the support that climbs, when the support that climbs climbs as the lower support point of the support that climbs attached on the track that climbs, support rises with climbing; After the support that climbs climbed and puts in place, the screw rod of rotation support wheel both sides was supported on the concrete of having poured into a mould.
The course of work:
As Fig. 1, Fig. 2, Fig. 3, when the support that climbs rose, track 6 upper ends of climbing were fixed on the anchoring piece 9 by steel pin, and following anchoring piece 7 plays the support limit effect.Make the downward one-way locking of spacer pin of upper and lower self-locking lifting member 4,11 this moment by direction adjustment setting.Under the control device effect, jack 5 elongations force self-locking lifting member 4 to rise, and after rising stopped, last self-locking lifting member 4 spacer pins were locked in the slotted eye of the track 6 that climbs.Further operating control device jack 5 shrinks, and forces down the self-locking lifting member to rise to new height.Move in circles thus,, and hang on it, fix by latch until last anchoring piece 9 places of climbing.
When climbing the track lifting as Fig. 4, Fig. 5, Fig. 6, must changing down at this moment, the spacer pin of self-locking lifting member 11 is the one-way locking that makes progress, last self-locking lifting member 4 still is downward one-way locking, pull down the steel pin that climbs between track 6 and the last anchoring piece 9, because last self-locking lifting member 4 is limited, the jack elongation forces down self-locking lifting member 11 to move downward to lower position, and support wheel works the lower support point effect of the track 6 that climbs in this process.After arriving reposition, the track 6 that climbs is spacing by last self-locking lifting member locking, and the like, the track that climbs is moved on to when reaching new anchoring piece on constantly fix by steel pin again, further implement to climb support rising operation.
The user mode schematic diagram that Fig. 7 combines with the support that climbs for the utility model.
The support that climbs descends, and track decline and above-mentioned uphill process are similar with climbing, no longer whole stating.

Claims (1)

1, a kind of hydraulic pressure automatic climbing device is characterized in that this hydraulic pressure automatic climbing device is that the left and right two parts that are arranged in parallel are formed, and has common controlling organization control, synchronization action between left and right two parts; The structure of each part is: be fastened on one by being embedded in pre-buried sleeve in the concrete and anchor bolt and anchoring piece in advance; Suspender is suspended on the anchoring piece by latch; The self-locking lifting member is attached on the track that climbs, and its spacer pin is spacing by spring, and matches with groove on the track that climbs, and is provided with direction adjusting apparatus; The track cross level direction of climbing is limited in the anchoring piece groove, and above-below direction is by on steel pin side's anchoring piece fixed thereon; Upper and lower end at jack all is fixed with the self-locking lifting member, and upper end self-locking lifting member is fixed on the suspender, also is provided with creeping formwork support fixing hole on the suspender, and creeping formwork support lower end is fixed with attached to the support wheel on the track that climbs.
CN 03253459 2003-09-18 2003-09-18 Hydraulic auto climbing appts. Expired - Fee Related CN2660027Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 03253459 CN2660027Y (en) 2003-09-18 2003-09-18 Hydraulic auto climbing appts.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 03253459 CN2660027Y (en) 2003-09-18 2003-09-18 Hydraulic auto climbing appts.

Publications (1)

Publication Number Publication Date
CN2660027Y true CN2660027Y (en) 2004-12-01

Family

ID=34328296

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 03253459 Expired - Fee Related CN2660027Y (en) 2003-09-18 2003-09-18 Hydraulic auto climbing appts.

Country Status (1)

Country Link
CN (1) CN2660027Y (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101349103B (en) * 2008-08-14 2010-10-06 江都揽月机械有限公司 Step type hydraulic climbing apparatus
CN101566005B (en) * 2009-05-21 2011-04-06 山东丰汇设备技术有限公司 Chimney hydraulic mould lifting device
CN102071798A (en) * 2011-01-30 2011-05-25 中建三局建设工程股份有限公司 Hydraulic climbing system for wall-attached support frame
CN102587646A (en) * 2012-02-14 2012-07-18 泰博混凝土模板与支撑(陕西)有限公司 Hydraulic lifting self-ascending template system of intelligent independent unit structure
CN102704675A (en) * 2012-05-25 2012-10-03 中煤矿山建设集团有限责任公司 Hydraulic climbing formwork
CN102704674A (en) * 2012-05-03 2012-10-03 中国葛洲坝集团股份有限公司 Hydraulic self-elevating template for vertical shaft and construction method thereof
CN102900022A (en) * 2012-10-22 2013-01-30 中铁十局集团有限公司 Hydraulic climbing formwork construction method for leaning tower of cable-stayed bridge

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101349103B (en) * 2008-08-14 2010-10-06 江都揽月机械有限公司 Step type hydraulic climbing apparatus
CN101566005B (en) * 2009-05-21 2011-04-06 山东丰汇设备技术有限公司 Chimney hydraulic mould lifting device
CN102071798A (en) * 2011-01-30 2011-05-25 中建三局建设工程股份有限公司 Hydraulic climbing system for wall-attached support frame
CN102071798B (en) * 2011-01-30 2012-01-04 中建三局建设工程股份有限公司 Hydraulic climbing system for wall-attached support frame
CN102587646A (en) * 2012-02-14 2012-07-18 泰博混凝土模板与支撑(陕西)有限公司 Hydraulic lifting self-ascending template system of intelligent independent unit structure
WO2013120419A1 (en) * 2012-02-14 2013-08-22 泰博混凝土模板与支撑(陕西)有限公司 Hydraulic lifting self-climbing template system
CN102587646B (en) * 2012-02-14 2014-04-30 泰博混凝土模板与支撑(陕西)有限公司 Hydraulic lifting self-ascending template system of intelligent independent unit structure
CN102704674B (en) * 2012-05-03 2015-10-21 中国葛洲坝集团股份有限公司 Vertical shaft hydraulic self-lifting template and construction method
CN102704674A (en) * 2012-05-03 2012-10-03 中国葛洲坝集团股份有限公司 Hydraulic self-elevating template for vertical shaft and construction method thereof
CN102704675A (en) * 2012-05-25 2012-10-03 中煤矿山建设集团有限责任公司 Hydraulic climbing formwork
CN102900022A (en) * 2012-10-22 2013-01-30 中铁十局集团有限公司 Hydraulic climbing formwork construction method for leaning tower of cable-stayed bridge
CN102900022B (en) * 2012-10-22 2015-09-30 中铁十局集团有限公司 Cable stayed bridge leaning tower hydraulic climbing mould construction method

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C14 Grant of patent or utility model
GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee