CN2898195Y - Liftable topped mould device of flexible stand - Google Patents

Liftable topped mould device of flexible stand Download PDF

Info

Publication number
CN2898195Y
CN2898195Y CN 200620023826 CN200620023826U CN2898195Y CN 2898195 Y CN2898195 Y CN 2898195Y CN 200620023826 CN200620023826 CN 200620023826 CN 200620023826 U CN200620023826 U CN 200620023826U CN 2898195 Y CN2898195 Y CN 2898195Y
Authority
CN
China
Prior art keywords
support body
decending
ascending
travel
backform
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 200620023826
Other languages
Chinese (zh)
Inventor
马英浩
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN 200620023826 priority Critical patent/CN2898195Y/en
Application granted granted Critical
Publication of CN2898195Y publication Critical patent/CN2898195Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Abstract

The utility model relates to a mold-pushing device of bracket lifting, belonging to the technical field of formwork, form board or working bracket used for making the form board. A folding lifting mold-pushing bracket 11 is positioned on the upper girder 10 of the bracket body 5; the mold-pushing bracket 11 is hinged with a plurality of pole supports 8, and the pole supports 8 are hinged with a lifting block 6, on which a lifting power mechanism is positioned. The utility model has the advantages that: the utility model overcomes the shortcomings of the prior art, being easy, fast, high efficiency, labor saving, effort saving, time saving and safety in the installation, construction, dismantle, and transportation, accelerates the construction schedule, lowers the cost, improves the construction quality, reduces the labor intensity, keeps the construction field clean and tidy to meet the civilized construction, and has good economical and social benefits. The utility model is in particular to installation construction for the concrete ceiling and beam in the middle and high buildings.

Description

A kind of travel(l)ing rest ascending/decending backform device
Technical field
The utility model relates in order to make formwork, template or the falsework technical field that template is used, and specifically is a kind of travel(l)ing rest ascending/decending backform device.
Background technology
Construction of crossing building mould and beam on the middle and senior level in the past, Bamboo Formwork commonly used, gang form, below scaffolding formula falsework supported, wait to build and finish the back dismounting.This kind construction technology, install, during demolition expense, effort, efficient is low, cost is high, influence construction speed, is difficult for the assurance construction quality, also be unfavorable for carrying out production strictly in line with rules and regulations.
Summary of the invention
Technical problem to be solved in the utility model provides a kind of mobile lifting formula backform device, it has installation, constructs and removes convenient, fast, efficient, saving of labor, labour-saving characteristics, but accelerating construction progress, reduces cost, reduces labor strength, meets civilized construction.Be particularly useful in middle-high building concrete roof and the construction of beam.
Main technical schemes of the present utility model is: a kind of travel(l)ing rest ascending/decending backform device, it is characterized in that having support body, the upper beam on the support body is provided with 2 and can amounts to lifting backform support, can amount to lifting backform support for these 2 is twisted together mutually with pole respectively, above-mentioned pole all is twisted together mutually with elevator, and is provided with elevator lifting actuating unit.
The structure of above-mentioned lifting actuating unit can be: the upper beam on the support body is provided with fixed pulley, and elevator is provided with movable pulley, and is provided with the lifting winding plant.The structure of above-mentioned lifting actuating unit also can be jack, or hydraulic cylinder and hydraulic system thereof etc.
Above-mentioned fixed pulley and movable pulley preferably are assembly pulley, and every group all has 3 or 3 with top sheave, and the support body of its below is provided with the hand winch, and the positioning and locking structure.
Stable for guaranteeing lifting, preferably be provided with fluctuating orbit on the above-mentioned support body, elevator and this fluctuating orbit are slidingly matched.
The following wheel that is provided with of above-mentioned support body.
Can be provided with the elevating screw supporting leg on the above-mentioned support body.
Be fixed with falsework or beam form support body above the above-mentioned backform support, and establish the fore-set supporting.
Can be provided with demoulding jacking system on above-mentioned falsework or the beam form support body.For ease of the demoulding, can be provided with demoulding corner structure.
Above-mentioned beam form support body is provided with the beam width adjustable structure, and it has the moving plate of side of a band lower skateboard, and the bottom land fixed head is provided with the strip hole, is provided with the adjustment bolt between lower skateboard and strip hole.
Can be provided with the rotating shaft of rotary type demoulding side plate on the above-mentioned beam form support body, the last sheet frame and the pole that link to each other with this side plate are twisted together, and pole is twisted together with rotary type pole again.
The utility model has the advantages that: overcome in the prior art conventional combination steel form, Bamboo Formwork etc. and used materials, instrument many, transportation, construction more complicated, the job site is messy, take a lot of work, time-consuming, deficiency such as expense material etc., have that installation, construction, dismounting, transportation are easy to use, quick, efficient, laborsaving, the saving of labor, save time, the characteristics of safety, but accelerating construction progress, reduce cost, the scope of operation is smooth, improve construction quality, reduce labor strength, the job site is clean, agile, meet civilized construction, economy and social benefit are good.Be particularly useful in middle-high building concrete roof and the crossbeam installation.
Be described further below in conjunction with embodiment and accompanying drawing, but not as this to qualification of the present utility model.
Description of drawings
Working state structure schematic diagram when Fig. 1 is the utility model band top template.
Fig. 2 is the structural representation of Fig. 1 when recovering travel position.
Working state structure schematic diagram when Fig. 3 is the utility model band beam form support body.
Fig. 4 is the structural representation of Fig. 3 when recovering travel position.
Fig. 5 is A-A beam form width-adjustable and a demolding structure schematic diagram among Fig. 3.
Fig. 6 is the structural representation of the demoulding jacking system 121 of falsework 12 among Fig. 1.
Among Fig. 1~Fig. 6,1 is the ascending/decending supporting leg, and 2 is wheel (4), 3 is handgrip, and 4 is the steel cable reel, and 5 is support body, 6 is elevator, and 7 is movable pulley (3), and 8 is pole, 9 is fixed pulley (3), and 10 for putting the beams in place, and 11 for can amount to lifting backform support, 12 is falsework, and 121 are demoulding jacking system, and 13 are demoulding corner, 14 is fore-set, and 15 is the beam form support body, and 16 is beam form bottom land fixed head, 17 is the rotating shaft of rotary type demoulding side plate, and 18 is sheet frame on the beam form support body, and 19 are rotating shaft, 20 is pole, 21 is rotary type pole, and 22 is beam form support body lower frame, and 23 is bolt, 24 lower skateboards for the moving plate of beam form side, 25 are the moving plate of beam form side, and 131 are demoulding frame hole frame, and 132 are demoulding top board, 133 are demoulding roof plate supporting, and 134 are demoulding top frame.
The specific embodiment
Referring to Fig. 1, Fig. 2, (working face is joined mould with 30cm template collocation limit mould holder with the top template 12 that configures before the roof template operation, general little to 1.26m * 1.26m, be transported to the working face appropriate location to 2.85m * 3.9m) greatly, during installation, shake cable drum 4 with crank 3, driving shed stick 8 makes and can amount to lifting backform support 11 and the template rotation is lifted, make template 12 be raised up to 1/2, open and adjust supporting leg 1 and be increased to desired height, after template 12 is all peaceful, block cable drum with locator (pin),, carry by whole very good the getting final product of suitable distance (as 60cm) with fore-set 14 with load-bearing; On template 12, can build operation; When operation finishes the back form removal, earlier fore-set 14 is removed, used the mould emptier demoulding, handle 3 one all location make the template demoulding with stripper apparatus and instrument again, and falsework is dropped to 1/2 place, pack up supporting leg 1, template are recovered on the support again, and its integral body is pushed away away.
Referring to Fig. 3, Fig. 4, installation, dismounting and transportation course of action are the same, and only the steel die timbering 12, changed steel beam form support body 15 into, and this steel beam form support body 15 and falsework 12 coincide and be connected.Can use Fig. 1, two covering devices shown in Figure 3 operation simultaneously.
Referring to Fig. 5, beam form support body 15 is provided with the beam width adjustable structure, and it has the moving plate 25 of a side, and bottom land fixed head 24 is provided with the strip hole, and is provided with adjustment bolt 23; And be provided with rotary type side plate rotating shaft 17, and the last sheet frame 18 that links to each other with this side plate is twisted together by rotating shaft 19 and pole 20, and pole 20 is twisted together with rotary type pole 21 again; During work, will go up sheet frame 18 and withstand, during form removal, rotate pole 22, even go up the sheet frame 18 and the demoulding of rotary type side plate.
Referring to Fig. 6, the film frame can be put in the demoulding frame hole frame 131, during the demoulding, jack is placed on demoulding roof plate supporting 133 following reaching in the demoulding top frame 134, jack-up, demoulding frame hole frame 131 descends and promptly finishes demoulding work, and concrete and template are broken away from.This demoulding jacking system can be used on the beam form support body 15.

Claims (10)

1, a kind of travel(l)ing rest ascending/decending backform device, upper beam (10) on it is characterized in that having support body (5), the support body (5) is provided with 2 and can amounts to lifting backform support (11), can amount to lifting backform support (11) for these 2 is twisted together mutually with pole (8) respectively, above-mentioned pole (8) all is twisted together mutually with elevator (6), and is provided with elevator (6) lifting actuating unit.
2, travel(l)ing rest ascending/decending backform device according to claim 1, the structure that it is characterized in that described lifting actuating unit is: the upper beam (10) on the support body (5) is provided with fixed pulley (9), elevator (6) is provided with movable pulley (7), and is provided with the lifting winding plant.
3, travel(l)ing rest ascending/decending backform device according to claim 2, it is characterized in that described fixed pulley (9) and movable pulley (7) are assembly pulley, every group all has 3 or 3 to be provided with hand winch (4,3) with top sheave below it on support body (5), and the positioning and locking structure.
4, travel(l)ing rest ascending/decending backform device according to claim 1 is characterized in that support body (5) is provided with fluctuating orbit, and elevator (6) and this fluctuating orbit are slidingly matched.
5, travel(l)ing rest ascending/decending backform device according to claim 1, it is characterized in that support body (5) below be provided with wheel (2).
6, travel(l)ing rest ascending/decending backform device according to claim 1 is characterized in that described support body (5) is provided with 3,4 or 4 above elevating screw supporting legs (1).
7, according to claim 1,2,3,4,5 or 6 described travel(l)ing rest ascending/decending backform devices, it is characterized in that being fixed with falsework (12) or beam form support body (15) above the described backform support (11), and be provided with fore-set (14) supporting.
8, travel(l)ing rest ascending/decending backform device according to claim 7 is characterized in that described falsework (12) or beam form support body (15) are provided with demoulding jacking system (13).
9, travel(l)ing rest ascending/decending backform device according to claim 7, it is characterized in that described beam form support body (15) is provided with the beam width adjustable structure, it has the moving plate (25) of side of a band lower skateboard (24), bottom land fixed head (16) is provided with the strip hole, is provided with between lower skateboard (24) and strip hole to adjust bolt (23).
10, travel(l)ing rest ascending/decending backform device according to claim 9, it is characterized in that described beam form support body (15) is provided with rotary type demoulding side plate rotating shaft (17), the last sheet frame (18) and the pole (20) that link to each other with this side plate are twisted together, and pole (20) is twisted together with rotary type pole (21) again.
CN 200620023826 2006-03-20 2006-03-20 Liftable topped mould device of flexible stand Expired - Fee Related CN2898195Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 200620023826 CN2898195Y (en) 2006-03-20 2006-03-20 Liftable topped mould device of flexible stand

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 200620023826 CN2898195Y (en) 2006-03-20 2006-03-20 Liftable topped mould device of flexible stand

Publications (1)

Publication Number Publication Date
CN2898195Y true CN2898195Y (en) 2007-05-09

Family

ID=38073531

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 200620023826 Expired - Fee Related CN2898195Y (en) 2006-03-20 2006-03-20 Liftable topped mould device of flexible stand

Country Status (1)

Country Link
CN (1) CN2898195Y (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102677891A (en) * 2012-05-11 2012-09-19 中国电力工程顾问集团华东电力设计院 Formwork system without support for cast-in-place reinforced concrete floor slab
CN105888296A (en) * 2016-05-07 2016-08-24 哈尔滨共阳科技咨询有限公司 Support frame for construction steel structure
CN108193897A (en) * 2017-12-31 2018-06-22 重庆工商职业学院 Energy saving and environment friendly form bracing system

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102677891A (en) * 2012-05-11 2012-09-19 中国电力工程顾问集团华东电力设计院 Formwork system without support for cast-in-place reinforced concrete floor slab
CN102677891B (en) * 2012-05-11 2015-05-20 中国电力工程顾问集团华东电力设计院 Formwork system without support for cast-in-place reinforced concrete floor slab
CN105888296A (en) * 2016-05-07 2016-08-24 哈尔滨共阳科技咨询有限公司 Support frame for construction steel structure
CN108193897A (en) * 2017-12-31 2018-06-22 重庆工商职业学院 Energy saving and environment friendly form bracing system
CN108193897B (en) * 2017-12-31 2020-03-10 重庆工商职业学院 Energy-saving environment-friendly formwork support system

Similar Documents

Publication Publication Date Title
CN101435268B (en) Stretching device of case beam in case
CN2898195Y (en) Liftable topped mould device of flexible stand
CN202248860U (en) Hydraulic climbing formwork system
CN201746779U (en) Prestressed tension jack moving frame
CN213161606U (en) Steel bar mesh piece painting device in air entrainment board
US5653508A (en) Chimney demolition device and method
CN109944164B (en) Self-elevating hollow thin-wall pier roller die system and construction method thereof
CN205638491U (en) Multi -functional platform truck
CN211368408U (en) Bridge erecting equipment for road and bridge construction
CN111648313A (en) Bailey beam dismantling and transporting device and construction method applying same
CN202882375U (en) Elevator shaftway tool type scaffold operation platform
CN101457587B (en) Template mutually lifting climbing apparatus and method
CN209260563U (en) A kind of Bailey beam truss entirety transverse sliding device for cast-in-situ continuous beam
CN210794552U (en) Net rack color steel plate profiling rapid conveying device
CN218088599U (en) Detachable hydraulic lifting portal frame
CN209722761U (en) A kind of steel truss girder bridge scene suspension and slipping assembly device
CN112942107A (en) Hydraulic creeping formwork construction process in cable tower construction process
CN205934959U (en) Punching production line multilayer combo boxes puts up basis
CN202170231U (en) Mobile pulling bar
CN217627330U (en) Climb frame and demolish hoist engine
CN220596813U (en) Auxiliary operation device for plugging drain pipe
CN219217313U (en) Slideway mounting device
CN217810515U (en) T roof beam wet joint exempts from high altitude construction and turns over device of mould
CN212295633U (en) Creeping formwork construction device for columnar building construction
CN210858052U (en) Unloading platform dismounting pull frame

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20070509

Termination date: 20100320