CN201502172U - Electric jacking flat bridge - Google Patents

Electric jacking flat bridge Download PDF

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Publication number
CN201502172U
CN201502172U CN2009202036553U CN200920203655U CN201502172U CN 201502172 U CN201502172 U CN 201502172U CN 2009202036553 U CN2009202036553 U CN 2009202036553U CN 200920203655 U CN200920203655 U CN 200920203655U CN 201502172 U CN201502172 U CN 201502172U
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CN
China
Prior art keywords
hoisting frame
hoisting
guide rail
platform
flat bridge
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
CN2009202036553U
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Chinese (zh)
Inventor
于宝华
朱远江
王亚斌
陈君
闫玉萍
薛宏
苑大军
姜树广
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.)
DONGDIAN YANTA ENGINEERING Co
Huadian Zhengzhou Machinery Design and Research Institute Co Ltd
Original Assignee
DONGDIAN YANTA ENGINEERING Co
Huadian Zhengzhou Machinery Design and Research Institute 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 DONGDIAN YANTA ENGINEERING Co, Huadian Zhengzhou Machinery Design and Research Institute Co Ltd filed Critical DONGDIAN YANTA ENGINEERING Co
Priority to CN2009202036553U priority Critical patent/CN201502172U/en
Application granted granted Critical
Publication of CN201502172U publication Critical patent/CN201502172U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

An electric jacking flat bridge includes guide rails and hoisting racks, the hoisting racks are hung on the guide rails, a carrier wheel is arranged at the bottom of each hoisting rack and faces one side of a cylinder wall, and a transmission mechanism and a movable rack are arranged on each hoisting rack. The flat bridge is characterized in that three guide rails are arranged and include one inner guide rail and other two outer guide rails, three hoisting racks are arranged correspondingly and each include an inner hoisting rack and an outer hoisting rack, a reversely hooking wheel is arranged on the inner side of the bottom of the outer hoisting rack and inside the guide rail, a lifting platform is mounted at the top of the inner hoisting rack, a central big platform is hinged at one end of the hoisting platform in a manner of facing the center of a chimney and supported by an elastic support rod, a vertical rod is arranged at the top of the outer hoisting rack, the outer hoisting rack hauls the central big platform through an inhaul cable connected on the vertical rod, and a pull rod is connected between the vertical rod and the outer hoisting rack. The electric jacking flat bridge has the advantages of suitability for a concrete chimney with the outlet diameter larger than or equal to 6.0 m, low one-time investment, low operation cost, simple and convenient construction operation, high construction speed, safety guarantee, easy control of quality, and good viewing effect.

Description

Electric jacking flat bridge
Technical field
The utility model relates to the electric jacking flat bridge that uses in a kind of chimney wall construction.
Background technology
Tradition chimney wall construction sliding formwork, the electric mould-lifting technologies of adopting, vertical transport adopt electric winch to be located at the cage at chimney center or directly to adopt construction elevator by promoting with the gug frame more.Beginning each investor from 1999 all requires chimney construction to adopt electric mould-lifting or over-form construction technology.
Electric mould-lifting process using electric mould-lifting operating platform mainly is made up of hoisting frame, adjustable shelf, transmission mechanism, guide rail and lifting platform.Hoisting frame is constructor's a last lower channel, is the stress point that supports sliding platform; Adjustable shelf slides in handling frame, is the support of hoisting frame motion; Transmission mechanism is made up of motor, helical screw, hold-down nut etc., acts on respectively on hoisting frame and the adjustable shelf, by the Synchronization Control of motor with just changeing counter-rotating and finishing the alternating movement of hoisting frame and adjustable shelf; Guide rail is to make whole electric hoist template system attached to the main member on the barrel.It adopts the template expansion loop on high-strength bolt and opposite to be connected, and clamps the concrete barrel tightly.One group of guide rail three saves up and down totally, and the high 1.5m of every joint guide rail is joggle, then has two adjustable screws to be used for regulating guide rail vertical slope and guide rail broadwise verticality at the back at nearly concrete face place between the last lower guideway.Have three square holes on the side plate of guide rail, can insert rectangular pin, this rectangular pin is used for supporting hoisting frame and adjustable shelf.Lifting platform is constructor's a safety work face, two parts about every layer of platform is divided into, and the end is shelved on the hoisting frame, and the centre is connected with pulley, so that flexible.The first floor platform is used for work such as assembling reinforcement, pouring concrete, mounting guide rail, horizontal construction joint processing, and second layer platform is to install and stripping usefulness, and the 3rd layer of platform is to carry out guide rail to remove, operate work such as climbing of hoisting frame.Template adopts unit large tracts of land assembly unit, props up and tears open conveniently; Real outer light in the barrel concrete structure, presentation quality is better than sliding formwork; Every liter of one-off pattern, the High Altitude Platform center just aligns once, and the template radius is measured timely correction with steel ruler, thereby reduces the chimney centre deviation, and the electric mould-lifting operational security is good, and labor strength is low.But electric mould-lifting operating platform mounting or dismounting difficulty is big; Promoted synchronization constrain; The barrel at guide rail place easily produces groove mark, template and easily produces difference of height; The lifting time is restricted by the barrel concrete strength; Hoist engine traction material loading elevator is attached on the Flexible slideway; Disposable consumable material is many.
Over-form construction process using suspension type tripod turns over modular system, by brace in platform, the tripod, tripod outer brace, tripod waling stripe, hang indigo plant, hoop purlin, support rod and form.Every layer of tripod unifies, and becomes a hoop rigid structures.As operating platform, carry out template and tripod installation, reinforcing bar binding and the concrete pouring construction etc. of its last layer with this tripod system that fixes.Tripod is provided with three layers, after the bottom concrete strength reaches, removes orlop tripod and template and transports on the tripod platform of upper strata.Turnover is successively used, up to finishing whole barrel construction.Its advantage is: construction quality is good, owing to adopt the accent arc template of broad, impression is effective, and speed of application is fast, and one-time investment is little.But tripod and template promote by artificial fully, and labor strength is big.
The utility model content
The purpose of this utility model is that a kind of concrete chimney that is applicable to outlet diameter 〉=6.0m will be provided, and one-time investment is few, and operating cost is low, and constructing operation is simple and convenient, and speed of application is fast; Safety is guaranteed, system easy to control the quality, and impression is effective, the electric jacking flat bridge that can apply in towering reducing engineering structures.
Technical solution of the present utility model is:
This electric jacking flat bridge, comprise guide rail, hoisting frame, hoisting frame is mounted on the guide rail, be provided with support roller in the hoisting frame bottom faces to barrel one side, on hoisting frame, be provided with transmission mechanism and adjustable shelf, can realize alternately promoting of hoisting frame and adjustable shelf by transmission mechanism, its special character is: described guide rail has three, wherein one is interior guide rail, two is outer guide in addition, corresponding hoisting frame is three Pin and is respectively interior hoisting frame and outer hoisting frame, the hoisting frame bottom inside is provided with anti-hook wheel outside, described anti-hook wheel is positioned at guide rail, at interior hoisting frame top lifting platform is installed, is hinged with the center large platform and supports by elastic jackstay towards chimney center one end at lifting platform, the hoisting frame top is provided with vertical rod outside, outer hoisting frame hangs and draws the center large platform by being connected drag-line in the vertical rod, vertical rod and outside be connected with pull bar between the hoisting frame.
Above-mentioned electric jacking flat bridge, described elastic jackstay are to be made of inside and outside sleeve pipe and the butterfly spring that is arranged in the outer tube.
Above-mentioned electric jacking flat bridge, the hoisting frame bottom is provided with counter-balanced carriage outside.
Above-mentioned electric jacking flat bridge, every guide rail is five joints.
The utility model has the advantages that: can solve the horizontal transportation problem in high-altitude to horizontal transport channel with the tripod makeup ring, make the template piece regular, smooth bright and clean slyness, do not have reverse, groove mark, drawing crack phenomenon, system easy to control the quality, impression quality obviously improves, construction safety; Constructing operation is simple and convenient, and speed of application is fast; Concrete strength is not had specific (special) requirements, and disposable less input, saves labour cost and equipment leasing expense, and this method is applicable to the concrete chimney of outlet diameter 〉=6.0m, can be applicable in towering reducing engineering structures.
Description of drawings
Fig. 1 is this electric jacking flat bridge structural representation;
Fig. 2 is an I portion enlarged drawing among Fig. 1;
Fig. 3 is an II portion enlarged drawing among Fig. 1;
Fig. 4 is an A-A sectional view among Fig. 1;
Fig. 5 is adjustable shelf and body frame among Fig. 1, rail mounting structure figure;
Fig. 6 is a construction section design sketch of the present invention;
Fig. 7 is the vertical view of Fig. 6;
Fig. 8 is that outer hoisting frame is removed schematic diagram.
Among the figure: railing 1, drag-line 2, center large platform 3, elastic jackstay 4, outer tube 401, butterfly spring 402, inner sleeve 403, junction plate 404, lifting platform 5, chain-wales 6, body frame 7, adjustable shelf 8, brace 9, side platform 10, transmission mechanism 11, secondary bar 12, interior guide rail 13, vertical rod 14, pull bar 15, load-bearing square cotter 16, fixed supporting leg 17, anti-hook wheel 18, high-strength bolt 19, counter-balanced carriage 20, outer guide 21, support roller 22, roller 23, slide block 24, movable supporting legs 25, wing nut 26, stressed collar 27, sleeve pipe 28, square washer 29, safe top cap 30, stiffener 31, barrel 32, vertical transport equipment 33; The suspension type tripod turns over modular system 34, and tripod 3401 is transferred arc template 3402, and angle pulley 35 slips and restricts 36, hoist engine 37.
The specific embodiment
As Fig. 1~shown in Figure 5, the utility model has three guide rails, be respectively an interior guide rail 13 and two outer guides 21, described inside and outside guide rail 13,21 respectively has five joints and is connected with the accent arc template 3402 on barrel 32 opposites by high-strength bolt 19, wing nut 26, stressed collar 27, sleeve pipe 28, safe top cap 30, place square washer 29 between safety top cap 30 and sleeve pipe 28, corresponding high-strength bolt 19 positions are welded with stiffener 31 on the accent arc template 3402 on barrel 32 opposites.The wide 400mm of every joint guide rail, high 1500~1800mm, present embodiment is an example with the high 1500mm of every joint guide rail.Be provided with square hole in inside and outside guide rail 13,21 sides, plug-in mounting rectangle load-bearing square cotter 16 is provided with fixed supporting leg 17 on hoisting frame in square hole, and described fixed supporting leg 17 rides on the load-bearing square cotter 16 hoisting frame is mounted.Hoisting frame is to be made of body frame 7, secondary bar 12 and brace 9, and body frame 7 adopts i iron, and along continuous straight runs is provided with chain-wales 6 and side platform 10 on hoisting frame.The hoisting frame lower inside is provided with anti-hook wheel 18 outside, and described anti-hook wheel 18 is positioned at outer guide 21, prevents that outer hoisting frame bottom from causing level bridge introversion unstability away from barrel when working; The hoisting frame bottom outside is installed counter-balanced carriage 20 outside.Be provided with support roller 22 in the hoisting frame bottom inside, at the hoisting frame middle part transmission mechanism 11 be installed, described transmission mechanism 11 is to be made of the motor, reductor, helical screw and the hold-down nut that are installed on the body frame 7, is connected with adjustable shelf 8 by screw.On adjustable shelf 8, be provided with one group of slide block 24, adjustable shelf 8 is embraced body frame 7 by slide block 24, it can be slided on hoisting frame, corresponding load-bearing square cotter 16 positions are provided with movable supporting legs 25 on adjustable shelf 8, below movable supporting legs 25, be provided with a pair roller 23, pair roller 23 on the adjustable shelf 8 is positioned at guide rail, hoisting frame can upwards be climbed along guide rail, at interior hoisting frame top lifting platform 5 is installed, is hinged with center large platform 3 and between center large platform 3 and interior hoisting frame, elastic jackstay 4 is installed towards chimney center one end at lifting platform 5.Described elastic jackstay 4 is by inner sleeve 403, outer tube 401, is arranged on the butterfly spring 402 in the outer tube 401, and the junction plate 404 that is fixed in inner sleeve 403 and outer tube 401 two ends constitutes; Inner sleeve 403, outer tube 401 is hinged with center large platform 3 and interior hoisting frame respectively by junction plate 404.Be provided with railing 1 around center large platform 3, the hoisting frame top is equipped with vertical rod 14 outside, and outer hoisting frame hangs and draws center large platform 3 by being connected drag-line 2 in the vertical rod 14, vertical rod 14 and outside be connected with pull bar 15 between the hoisting frame.
As Fig. 6~shown in Figure 8, during construction, the suspension type tripod to be installed on chimney raft earlier to be turned over modular system 34, the accent arc template 3402 that the suspension type tripod turns in the modular system 34 is three layers, transfers arc template 3402 consistent with every joint rail height; Utilizing the suspension type tripod to turn over modular system 34 builds the chimney bottom stack shell and leaves ash door; Construction elevator is installed in the chimney center as vertical transport equipment 33 by ash door; On barrel 32, set up electric jacking flat bridge, on counter-balanced carriage 20, place counterweight over against the ash door place; Inside and outside hoisting frame, lifting platform 5 form the horizontal transport channel of hoop with inside and outside tripod 3401; Vertically transport materials such as operating personnel, reinforcing bar, concrete by vertical transport equipment 33, and carry out the hoop level by the horizontal transport channel of hoop and transport; Carry out reinforcing bar binding, after the last layer concrete strength of bottom tripod reaches 6MPa, remove the bottom tripod and transfer arc template 3402 to transport to upper strata and installation, make electronic lifting platform operation upwards promote a joint height, with the hoop horizontal channel of top layer tripod formation sustained height; Bottom guide rail is pulled down, moved to above the superiors' guide rail and earlier before the electric jacking flat bridge operation and tighten together by the accent arc template 3402 of high-strength bolt 19 with the opposite.During lifting, just change by console switch control motor, then adjustable shelf 8 rises and hangs on the load-bearing square cotter 16 of guide rail top, and motor when counter-rotating, then whole hoisting frame just rises, and hangs on the guide rail by load-bearing square cotter 16 after the rising again, thereby forming adjustable shelf 8 and hoisting frame alternately climbs, each 0.75m reaches joint height, i.e. a 1.5m through twice lifting stroke of creeping.When wherein a Pin hoisting frame did not keep promoting synchronously, it was out of service at first to control three Pin hoisting frames, and a Pin hoisting frame that will not keep again promoting is synchronously adjusted separately, guarantees three Pin hoisting frame synchronous operations; Concrete pouring construction; Tripod 3401 successively has enough to meet the need and uses and promote synchronously hoisting frame, up to finishing whole barrel 32 constructions; In hoisting frame makes progress crawling process, in time cut off center large platform 3 redundances,, remove outer hoisting frame to elastic jackstay 4 outer end position with the chimney reduced radius; Construct to chimney behind the top, hoisting frame in removing fulfils assignment.When removing outer hoisting frame or interior hoisting frame, when treating that the superiors' concrete strength reaches 3MPa, earlier outer hoisting frame or interior hoisting frame are dropped on the bottom guide rail, on head rail and ground, establish angle pulley 35, on hoisting frame, establish to slip and restrict 36, put it to ground with the hoist engine 37 that is located at the chimney outside by angle pulley 35, the rope 36 that slips then.

Claims (4)

1. electric jacking flat bridge, comprise guide rail, hoisting frame, hoisting frame is mounted on the guide rail, be provided with support roller in the hoisting frame bottom faces to barrel one side, on hoisting frame, be provided with transmission mechanism and adjustable shelf, can realize alternately promoting of hoisting frame and adjustable shelf by transmission mechanism, it is characterized in that: described guide rail has three, wherein one is interior guide rail, two is outer guide in addition, corresponding hoisting frame is three Pin and is respectively interior hoisting frame and outer hoisting frame, the hoisting frame bottom inside is provided with anti-hook wheel outside, described anti-hook wheel is positioned at guide rail, at interior hoisting frame top lifting platform is installed, is hinged with the center large platform and supports by elastic jackstay towards chimney center one end at lifting platform, the hoisting frame top is provided with vertical rod outside, outer hoisting frame hangs and draws the center large platform by being connected drag-line in the vertical rod, vertical rod and outside be connected with pull bar between the hoisting frame.
2. electric jacking flat bridge according to claim 1 is characterized in that: described elastic jackstay is to be made of inside and outside sleeve pipe and the butterfly spring that is arranged in the outer tube.
3. electric jacking flat bridge according to claim 1 is characterized in that: the hoisting frame bottom is provided with counter-balanced carriage outside.
4. electric jacking flat bridge according to claim 1 is characterized in that: every guide rail is five joints.
CN2009202036553U 2009-09-24 2009-09-24 Electric jacking flat bridge Expired - Fee Related CN201502172U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2009202036553U CN201502172U (en) 2009-09-24 2009-09-24 Electric jacking flat bridge

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Application Number Priority Date Filing Date Title
CN2009202036553U CN201502172U (en) 2009-09-24 2009-09-24 Electric jacking flat bridge

Publications (1)

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CN201502172U true CN201502172U (en) 2010-06-09

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CN2009202036553U Expired - Fee Related CN201502172U (en) 2009-09-24 2009-09-24 Electric jacking flat bridge

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101696604B (en) * 2009-09-24 2013-01-09 东北电业管理局烟塔工程公司 Construction method for chimney wall and special electric jacking flat bridge

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101696604B (en) * 2009-09-24 2013-01-09 东北电业管理局烟塔工程公司 Construction method for chimney wall and special electric jacking flat bridge

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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: 20100609

Termination date: 20130924