CN110318534A - Hang liter brace type Lift well mould panel assembly and a construction method - Google Patents

Hang liter brace type Lift well mould panel assembly and a construction method Download PDF

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Publication number
CN110318534A
CN110318534A CN201910552392.5A CN201910552392A CN110318534A CN 110318534 A CN110318534 A CN 110318534A CN 201910552392 A CN201910552392 A CN 201910552392A CN 110318534 A CN110318534 A CN 110318534A
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CN
China
Prior art keywords
template
cylinder
plate
well
rectangular
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Granted
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CN201910552392.5A
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Chinese (zh)
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CN110318534B (en
Inventor
楚继德
闫立升
范权德
张少龙
谢田军
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No9 Metallurgical Construction Ltd Corp
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No9 Metallurgical Construction Ltd Corp
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Priority to CN201910552392.5A priority Critical patent/CN110318534B/en
Publication of CN110318534A publication Critical patent/CN110318534A/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/20Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/20Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
    • E04G11/28Climbing forms, i.e. forms which are not in contact with the poured concrete during lifting from layer to layer and which are anchored in the hardened concrete
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G19/00Auxiliary treatment of forms, e.g. dismantling; Cleaning devices

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Moulds, Cores, Or Mandrels (AREA)

Abstract

One kind is provided and hangs a liter brace type Lift well mould panel assembly, the bottom support starter having includes rectangular base plate, rectangular cylinder, hydraulic station, control cabinet and positioning support component;The hoistway formwork component having has rectangular platform plate, vertical folded plate, rectangular connecting panels, rectangle connection frame, cross supporting frame and suspension hook;It further include multiple horizontally disposed hydraulic cylinders;And the rectangular well inner template that hydraulic cylinder actuating station vertical articulation is made of two the first plane templates of front and back, two or so the second plane templates, four right angle forms.The present invention supports starter to combine with hoistway formwork component by bottom, not only facilitate the laying of elevator inner template, and protection type platform is formed inside elevator, it is promoted by tower crane, and support is continued to top elevator so as to formwork by positioning support modular connector cylinder body, overcome in existing elevator that formwork is inconvenient, dangerous and template easily-deformable technical problem when demoulding.

Description

Hang liter brace type Lift well mould panel assembly and a construction method
Technical field
The invention belongs to fixed buildings elevators to build formwork technical field, and in particular to one kind hangs a liter brace type elevator Plate device and construction method.
Background technique
Aluminum alloy pattern plate, full name are aluminum alloy mould plate system for building, are a new generations occurred after bamboo and wood template, steel form New type formwork support system.When using aluminum alloy pattern plate pouring molding elevator, need successively to carry out pouring molding.The prior art Under, when layer-by-layer casting elevator, needs first to build well exterior sheathing, then build well inner template on the inside of well exterior sheathing, finally fix Top template, then into the template system put up casting cement to form one layer of elevator.But when new one layer of well external mold Plate build after the completion of when needing to build one layer of well inner template, need molded lower layer's elevator inner sidewall to side wall into Row secondary destruction drills out bearing hole, and is that support can just build support rod, climbing frame or climb rail with the bearing hole, then could be Support rod, climbing frame climb on rail and build protective net or protective plate, after carrying out drilling and built preparation, just can be carried out upper layer Well inner template builds construction.It is CN with Authorization Notice No.
For a kind of hydraulic self-climbing type elevator regularization operating platform of 206091283U;The operating platform is specifically being answered The drawback present in work progress is: firstly, quit, built-in fitting must be right on molded lower layer's elevator shear wall Molded wall carries out secondary destructions and drills, and could complete to quit, the prepackage of built-in fitting, then could in built-in fitting, quit on Complete the fixed support installation of lifting rail.And in the molded secondary destruction drilling of lower layer's elevator shear wall, shadow can be weakened Ring the structural support intensity of molded elevator shear wall;Secondly, the job platform drilling drilling that artificial station is bad in protective, Lack protection, the risk that worker falls from hollow elevator is higher, moreover lacks the secondary drilling operation of protection not It is convenient;Furthermore although jack demoulding is utilized, the demoulding mechanism of jack, which must first apply main back cord diagonal brace, to be had There are the inclination La order pulling force of enough angular force components, then enough horizontal components by separating again on the basis of inclination La order component Vertically main back cord could complete the thorough demoulding of template to Chong Fen La order, it is seen that the knockout course of above-mentioned demoulding mechanism, for vertical For the biggish closed elevator inner template demoulding of direction drop, easily lead to template deformation with Qian jins of Ding La order, and once Template deformation directly affects building for next layer of elevator, and template deformation risk is higher, directly affect continuous high-efficient construction into Row, and deformation rear pattern plate is replaced, it will increase difficulty of construction, spin out the construction period.In this regard, existing, the following technical solutions are proposed.
Summary of the invention
Present invention solves the technical problem that: one kind is provided and hangs a liter brace type Lift well mould panel assembly, by thoroughly improving well The hoisting way of inner template component and well inner template solves elevator well inner template under the prior art and builds and must form wall Body drilling, influences the technical issues of destroying wall support intensity;And by improved well template component solve worker drilling with And well template builds construction and lacks protection, the excessively high technical problem of worker's drilling fall safety risk;And by improving ingot stripper The layout and structure of structure solve the technical issues of demoulding of prior art bottom knockout mechanism tilts La order easily leads to template deformation.
The technical solution adopted by the present invention: a liter brace type Lift well mould panel assembly is hung, it is characterised in that: support including bottom Starter, bottom support the connected hoistway formwork component in starter top, set control cabinet in hoistway formwork component;It is described Bottom supports starter to have rectangular base plate, and the positioning branch of stretching motion horizontally outward is fixedly mounted on the outside of rectangular base plate plate body Support component, positioning support component coaxially position adaptation grafting cylinder body, and cylinder body pours extension ejecting plate in hoistway formwork component It fastens to install and dismantle solidification after being cast in hoistway formwork in vitro and stay in cement;Upper end in the middle part of the rectangular base plate plate body Vertically connected rectangular cylinder, is arranged hydraulic station on the outside of rectangular cylinder, and rectangular cylinder top is connected hoistway formwork component bottom, Lift well mould Plate component bottom has rectangular platform plate;Rectangular platform plate plate body upper surface quadrangle is respectively perpendicular the vertical of connected " ︹ " shape structure Folded plate is connected between the adjacent two vertical folded plate of four vertical folded plate circumferential directions by rectangular connecting panels;At the top of vertical folded plate The rectangle that is connected is supported to connect frame, rectangle connects frame and supports be connected cross supporting frame and suspension hook;The vertical vertical plate body in folded plate two sides with And connecting plate plate body is uniformly distributed and extends vertically through plate body and several first hydraulic cylinders, corner location among vertical folded plate is fixedly mounted Vertical plate body be uniformly distributed and extend vertically through plate body several second hydraulic cylinders are fixedly mounted;The first hydraulic cylinder of front-rear position is living Actuating station is respectively perpendicular hinged the first plane template plate body inner surface for being connected and being vertically arranged on the outside of the stopper rod body of rod;Left-right position Actuating station is respectively perpendicular table in hinged the second plane template plate body for being connected and being vertically arranged on the outside of first hydraulic cylinder piston club shaft Face;Actuating station is respectively perpendicular table in the hinged right angle form plate body for being connected and being vertically arranged on the outside of second hydraulic cylinder piston club shaft Face;Two the first plane templates of front and back, two or so the second plane templates are matched with four right angle forms by the clamping of " L " type groove mouth Surround well inner template in a rectangular shape.
It should be understood that the cylinder body 18 is securedly mounted to 2 lateral wall of hoistway formwork component in advance, and work as elevator After well template component 2 completes upper layer cement casting and upper layer casting cement curing molding, 18 fastening screw of cylinder body is backed out, and In cement after cylinder body 18 to be directly reserved in new moulding by casting after cylinder body 18 and hoistway formwork component 2 are separated, connect Lifting hook 17, and stop after well inner template component is overall increased to the cylinder body 18 that new moulding by casting is solidificated in cement It is promoted, and positioning support component 4 is adapted to grafting with cylinder body 18 cured in the cement, supported by positioning support component 4 Bottom supports starter 1 and hoistway formwork component 2 whole, the hydraulically extensible combination for starting upper one layer of well template build and Cement pours operation.
Two or so the second plane template plate body inner sidewalls open rounding platform through-hole 142 respectively, and above-mentioned rotary table through-hole passes through tight Gu screw install cylinder body, cylinder body stretch out plate body it is external pour before in advance fastening installation and after being cast from plate body disassembly, tear open Solidify the cylinder body stayed in cement adaptation grafting corresponding with the coaxial position matching of positioning support component after unloading.
The positioning support component is by guide cylinder, the cylinder being slidably matched with guide cylinder inner wall, and push cylinder is horizontal The third hydraulic cylinder composition of transversal stretching displacement;Wherein guide cylinder and third hydraulic cylinder body case respectively with rectangular base plate It is connected;Hingedly connected cylinder inner end, cylinder are whole under the push of third hydraulic cylinder piston rod for the third hydraulic cylinder piston rod Horizontal cross telescopic displacement outside towards rectangular base plate plate body, and cylindrical outer side side pole body is for being adapted to grafting cylinder body.
System first " L " type groove mouth, first plane template both ends are opened in side in the right angle form two sides vertical plate body Vertical plate outside opens second " L " type groove mouth that system is engaged by clamping with first " L " type groove mouth;Second plane template both ends Vertical plate outside opens the 3rd L that system is engaged by clamping with first " L " type groove mouth " type groove mouth.
The rectangular cylinder one side is provided with door opening;Ladder is equipped in rectangular cylinder;Rectangular cylinder another side is provided with pipeline road Use through-hole;The rectangular platform plate plate body being connected with rectangular cylinder opens rounding through-hole, and round tube hole leads to rectangular cylinder and hoistway formwork Component.
It is aforementioned any described to hang a liter construction method for brace type Lift well mould panel assembly, comprising the following steps:
Step a, well inner template builds step: controlling second hydraulic cylinder four right angle forms of push by control cabinet makes template It stretches out in place;Controlling the second plane template of left and right first hydraulic cylinder push left and right by control cabinet stretches out template in place;In quilt The second plane template of push in place fastens the cylinder body that installation is stretched out outside plate body by fastening screw;Pass through control cabinet control the The first plane template of one hydraulic cylinder push front and back stretches out template in place;The first plane template of front and back, the second plane template of left and right It is stuck in right angle form and forms building for complete rectangular well inner template;The well inner template for building completion is led to well exterior sheathing Screw rod connection is crossed with to be cast;
Step b, well inner template and well exterior sheathing are poured step: building the well inner template and well exterior sheathing of completion in step a Between be poured concrete;
Step c, well inner template demoulding step: after step b casting concrete curing 70% after dismantle in advance connection well in, The screw rod of exterior sheathing;Right angle form, the first plane template, the second plane template for gently tapping composition well inner template make well internal model The concrete well body of plate and new casting and primary solidification is detached from;The fastening screw of the cylinder body of second plane template pre-installation is twisted It is lower, first hydraulic cylinder retraction is controlled in place with the second plane template of demoulding or so by control cabinet, and make the second surface plate plate It is detached from cylinder body, and cylinder body stays in new casting and cured concrete well body;First hydraulic cylinder is controlled by control cabinet Retraction is in place with the first plane template before and after demoulding;By control control second hydraulic cylinder retraction in place with demoulding right angle form extremely This completes demoulding;
Step d, well inner template hangs a liter lifting step: after the completion of step c, retracting and shrinks positioning support component, pass through tower Suspension hook lives suspension hook with hoisting elevator well template component 2 and bottom support starter;When outside the support starter bottom of bottom The positioning support component of side be elevated and reach step c newly pour completion and solidification stay in the intracorporal cylinder body of concrete well after stop Only promoted;Extend positioning support component 4 and stretches out and position adaptation insertion cylinder body;Bottom is supported by positioning support component Starter and hoistway formwork component positioning support are fixed on elevator, and that completes well inner template hangs liter promotion and in elevator The support of well is fixed;
Step e, be sequentially by step a, b, c, d sequence and with this period repetitive cycling complete elevator inner template from down toward On build and be poured.
The present invention compared with prior art the advantages of:
1, cylinder body 18 is first stretched out well inner template template fastening screw after putting up well inner template component by the present invention Fastening installation;Then start to be poured;After casting cement solidification, the fastening screw that cylinder body 18 connects well inner template component is backed out, Hydraulic-driven demoulding, well inner template are separated with cylinder body 18, and cylinder body 18 is solidified to the water after being retained in casting curing molding In mud;This is solidificated in newly pour the intracorporal cylinder body 18 of wall as hung liter promoted after to start upper one layer of template component device whole The supporter of body uses, i.e., is adapted to grafting positioning support component 4 by the cylinder body 18 and supports well internal model board assembly apparatus whole, Complete building and being poured for upper one layer of well inner template;As it can be seen that cylinder body 18 of the present invention fastens peace before casting outside template Dress, cylinder body 18 unclamps fastening screw after being poured and is directly retained in cylinder body 18 in cement wall with cement solidification, and retains The positioning of cylinder body 18 adaptation grafting positioning support component 4 in cement promotes rear mold panel assembly entirety to support, and eliminates work The secondary operating procedure for destroying drilling of everybody work will not weaken the structural support intensity of new molding elevator shear wall first;Its It is secondary, the protective action of rectangular connecting panels 11 is cooperateed with, round tank 18 is completed on the inside of plate in the fastening installation of template inner sidewall, because The prepackage disassembling section of this round tank 18 is simple and convenient, safe ready, greatly reduces the peace that worker falls from hollow elevator Full blast is dangerous;
2, it present invention improves over the structure of demoulding mechanism, is uniformly distributed by several and extends vertically through vertical folded plate, rectangle Several second hydraulic cylinders 9 of connecting plate fixed installation, the demoulding of the direct horizontal cross La order template of first hydraulic cylinder 8, can not only expire The high-effective and labour-saving of the sufficient larger closed elevator inner template of vertical direction drop easily demoulds, and uses Multipoint Uniform to template The stripping means that La order uniformly exerts a force thoroughly overcome and easily lead to template plate bending deformation in template Ye Ya La order knockout course Problem;Thoroughly realize the demoulding of template anti-deformation, a set of inner template can the purpose that uses of continuous circulating repetition, advantageous promoted apply Work efficiency rate, while the advantageous template that reduces builds difficulty of construction, shortens construction period;
3, the vertical folded plate 7 of " ︹ " shape structure of the invention and rectangular cylinder 5 be on the basis of completing respective structural support function, 11 collective effect of rectangular connecting panels is cooperateed with, also when protective net uses;Therefore hoistway formwork component 2, is not only effectively ensured mold The structural support intensity of support is built, the structure composition that mold is built, wind that is also reliable and effectively preventing falling object from high altitude are simplified Danger;Structure is simple, support is reliable, spacing safeguard function, and working security is high;
4, two front and back 13, two or so the second plane templates 14 of the first plane template of the present invention and four right angle forms 12 It is engaged by clamping by " L " type groove mouth and surrounds the well inner template of rectangular shape, collaboration multi-dot hydraulic pressure cylinder multiple spot Heng is built Xiang the demoulding of La order Mould collective effect not only takes mould, demoulds laborsaving, convenient, anti-deformation;And eliminate adjacent forms combination gap at easy to leak simultaneously It is mingled with the influence of cement, avoids cement solidification in template gap, cause ejection resistance excessive, gang form demoulding, which is split, is not easy The technical issues of;Differentiation demoulding after more advantageous percussion concussion between gang form;
5, the present invention supports starter 1 to combine with hoistway formwork component 2 and completes elevator inner template by bottom It builds and is laid with, and form protective platform directly in elevator;It is promoted and is risen by tower crane, pass through the positioning support of stretching 4 support device of component is whole, completes top by hydraulic-driven and builds formwork, the laying for being greatly improved elevator inner template is taken It builds and removal efficiency;
6, four right angle forms, 12, two the first plane templates 13, two of front and back that the present invention passes through composition hoistway formwork A or so the second plane template 14 is reached by first hydraulic cylinder 8 fixed on four vertical folded plates 17 with second hydraulic cylinder 9 Position sealing is spliced to form the elevator inner template of rectangle, and the process of deployment of well inner template is stablized quickly, and when demoulding can prevent template Deformation, template can repeatedly use, substantially reduce the laying difficulty of elevator inner template, improve construction speed;
7, the cylinder body 18 that can be disassembled from the second plane template 14 that the present invention designs, and be adapted to cylinder body 18 The positioning support component 4 of grafting, is solidified to be retained in by cylinder body 18 and newly pours in the elevator concrete wall of curing molding, Connection positioning support component is supported for fixed, reduces unnecessary elevator aperture, position location more accurate stable, intensity Height, support is reliable, high construction efficiency.
Detailed description of the invention
Fig. 1 is the schematic perspective view of an embodiment of the present invention;
Fig. 2 is the schematic perspective view that bottom of the present invention supports starter;
Fig. 3 is the hoistway formwork component of present invention removal right angle form, the first plane template and the second plane template Schematic perspective view;
Fig. 4 is right angle form schematic perspective view of the present invention;
Fig. 5 is the schematic perspective view of the first plane template;
Fig. 6 is the schematic perspective view of the second plane template;
Fig. 7 is cylinder body schematic perspective view;
In figure, component names representated by each appended drawing reference are as follows: the bottom 1- supports starter, 2- Lift well mould board group Part, 3- rectangular base plate, 4- positioning support component, 5- rectangular cylinder, 6- rectangular platform plate, the vertical folded plate of 7-, 8- first hydraulic cylinder, 9- Second hydraulic cylinder, 10- hydraulic station, 11- connecting plate, 12- right angle form, the first plane template of 13-, the second plane template of 14-, 15- rectangle connects frame, 16- cross supporting frame, 17- suspension hook, 18- cylinder body, 401- guide cylinder, 402- cylinder, 403- third Hydraulic cylinder, 501- door opening, 601- round tube hole, 121- first " L " type groove mouth, 131- second " L " type groove mouth, 141- third " L " type Notch, 142- rotary table through-hole.
Specific embodiment
1-7 describes specific embodiments of the present invention with reference to the accompanying drawing.
Embodiment below facilitates a better understanding of the present invention, but does not limit the present invention.Lifting in following embodiments Method and well exterior sheathing build no specified otherwise, are conventional hanging method and building method.Institute in following embodiments Component names and component materials are unless otherwise specified commercially available.Related control cabinet is electrically connected in following embodiments The realization of the control circuit of hydraulic cylinder is unless otherwise specified conventional control mode;Hydraulic time before hydraulic cylinder and hydraulic station The connection on road is unless otherwise specified conventional hydraulic circuit connection type.
In the present invention, in the absence of explanation to the contrary, it is to be understood that: term " center ", "upper", "lower", The orientation or positional relationship of the instructions such as "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom" "inner", "outside" is It is based on the orientation or positional relationship shown in the drawings, other than specified otherwise, is merely for convenience of description of the present invention and simplification of the description, Rather than the device or element of indication or suggestion meaning must have a particular orientation, be constructed and operated in a specific orientation, because This is not considered as limiting the invention.In addition, term " first ", " second ", " third " are used for description purposes only, and cannot It is interpreted as indication or suggestion relative importance.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term term " peace Dress ", " connected ", " connection ", " setting ", " being equipped with " shall be understood in a broad sense, for example, it may be being fixedly linked, being arranged, be also possible to It is detachably connected, is arranged, or be integrally connected, be arranged.For another example can be mechanical connection;It can be directly connected, it can also be with It is indirectly connected by other intermediate members.For the ordinary skill in the art, above-mentioned art can be understood with concrete condition The concrete meaning of language in the present invention.
Hang a liter brace type Lift well mould panel assembly, it is characterised in that: support starter 1 including bottom, bottom support is opened Dynamic 1 top of device can be fastened by bolts component, weld in such a way that flange form is fastenedly connected or directly the side being connected Formula is connected hoistway formwork component 2.Specifically, bottom support starter 1 is connected hoistway formwork component 2 by rectangular cylinder 5 Rectangular platform plate 6.Control cabinet is set in hoistway formwork component 2.Answer the control of the hydraulic cylinder bottom support starting dress Setting 1 has rectangular base plate 3, and the positioning support component 4 of stretching motion horizontally outward is fixedly mounted on the outside of 3 plate body of rectangular base plate, fixed Position support component 4 coaxially positioning adaptation grafting cylinder body 18, cylinder body 18 hoistway formwork component 2 pour extension ejecting plate it is external It fastens installation (such as Fig. 1) in hoistway formwork 2 and dismantles solidification after being cast and stay in cement (state is not shown in the figure);Institute 3 plate body of rectangular base plate middle part upper end vertically connected rectangular cylinder 5 is stated, hydraulic station 1 (in conjunction with Fig. 2) is set on the outside of rectangular cylinder 5, rectangular cylinder 5 tops are connected 2 bottom of hoistway formwork component, and 2 bottom of hoistway formwork component has rectangular platform plate 6;And bottom support is opened Dynamic device 1 is connected the rectangular platform plate 6 of hoistway formwork component 2 by rectangular cylinder 5.6 plate body upper surface quadrangle of rectangular platform plate It is respectively perpendicular the vertical folded plate 7 for molding " ︹ " the shape structure that is fixed with one, and vertical folded plate 7 is used as the interior of hoistway formwork component 2 Support steel structure skeleton simultaneously has both protective net use;Pass through between the adjacent two vertical folded plate 7 of four 7 circumferential directions of vertical folded plate Rectangular connecting panels 11 are connected, and increase by 2 inner support steel structure support skeleton of hoistway formwork component by rectangular connecting panels 11 Structural support intensity, and promote construction disassembly installation cylinder body 18 and worker in worker's lift stand well template component 2 and press Control cabinet control button is to manipulate security protection performance when hydraulic cylinder movement.Four vertical folded plates 7 being fixedly mounted vertically push up Portion simultaneously support be connected rectangle connect frame 15, rectangle connection frame 15 at the top of can weld or fastening support be connected cross supporting frame 16, the right-angled intersection frame body center outer tip end of the cross supporting frame 16, which is welded or fastened again, is connected suspension hook 17 (as schemed 1, Fig. 3).(participating in Fig. 3) vertical vertical plate body in 7 two sides of folded plate and 11 plate body of connecting plate, which are uniformly distributed and extend vertically through plate body, to be consolidated Dingan County fills several first hydraulic cylinders 8, and (the vertical plate body of 7 intermediate corner locations is uniformly distributed and extends vertically through plate body to be consolidated vertical folding Dingan County fills several second hydraulic cylinders 9;Actuating station is respectively perpendicular hinged solid on the outside of the 8 piston club shaft of first hydraulic cylinder of front-rear position The 13 plate body inner surface of the first plane template that company is vertically arranged;It is executed on the outside of the 8 piston club shaft of first hydraulic cylinder of left-right position End is respectively perpendicular the hinged 14 plate body inner surface of the second plane template for being connected and being vertically arranged;Outside 9 piston club shaft of second hydraulic cylinder Side actuating station is respectively perpendicular the hinged 12 plate body inner surface of right angle form for being connected and being vertically arranged;Wherein, before (orientation as shown in Figure 3) Afterwards vertical folded plate 7, several first hydraulic cylinders 8 being fixedly mounted on front and back rectangular connecting panels 11 piston club shaft actuating station one by one The vertical inner sidewall of the first plane template of vertical articulation 13;It is fixedly mounted on the vertical folded plate 7 in left and right, left and right rectangular connecting panels 11 The vertical inner sidewall of the piston club shaft actuating station of several first hydraulic cylinders 8 the second plane template of vertical articulation 14 one by one;Vertically The piston club shaft actuating station vertical articulation right angle mould one by one for several second hydraulic cylinders 9 that 7 center vertical plate of folded plate is fixedly mounted The vertical inner sidewall of the plate body of plate 12;Two front and back 13, two or so the second plane templates 14 of the first plane template and four right angles Template 12 is engaged by clamping by " L " type groove mouth surrounds the well inner template of rectangular shape.
In addition, the specific connection type connected about the vertical articulation between every piston rod actuating station and well inner template: Specifically, it is not shown in the figure, it can be by vertical in well inner template between every piston rod actuating station and well inner template inner sidewall A pair of pin shaft support otic placode being parallel to each other is installed in inner sidewall fastening additional, and the otic placode plate body that pin shaft support otic placode is formed with perforation should have Adequate thickness is to guarantee bonding strength;And aforementioned a pair of of the support otic placode for being formed with and perforating vertically is inserted into piston rod actuating station end Between, and shaft mounting hole is made and sold in piston rod actuating station end;Pin shaft is fitted through to vertical perforation and the piston of support otic placode Lever pin shaft mounting hole and with split pin locking retaining, realizes the vertical hinge between every piston rod actuating station and well inner template component It connects connected.
It should be understood that further: template deformation when to prevent demoulding: the second plane template 14 of left-right position with Horizontally disposed guide connecting rod component is equipped between the vertical folded plate 7 in left and right;First plane template 13 of front-rear position and front and back Horizontally disposed guide connecting rod component is equipped between vertical folded plate 7;The right angle form 12 of corner location and erecting for corner location To between 7 intermediate board body of folded plate be equipped with guide connecting rod component;Guide connecting rod component is made of sleeve and cylindrical bar;And it is each Cylindrical bar distinguishes sliding friction grafting conforming sleeves, and each cylindrical bar and the sleeve friction fit that slides axially in the horizontal direction are inserted It connects;Cylindrical bar is unified to be vertically fixedly mounted on 11 lateral wall of vertical folded plate 7 and rectangular connecting panels;It is slidably connected with cylindrical bar Cylindrical sleeves are unified to be vertically fixedly mounted on right angle form 12, two the first plane templates, 13, two the second plane templates 14 Vertical inner sidewall, by cylindrical bar and sleeve be slidably connected reinforce positioning support and prevent well inner template component 2 from demoulding when template It deforms, and plays when hydraulic cylinder demoulding La order template demoulding, for dispersing to be applied to La order active force in template Effect achievees the purpose that the whole vertical Jun Yun La order demoulding of template.
About cylinder body 18 it should be understood that the cylinder body 18 is securedly mounted in advance outside hoistway formwork component 2 Side wall, and after hoistway formwork component 2 completes upper layer cement casting and upper layer casting cement curing molding, cylinder body 18 is tight Gu screw is backed out, and cylinder body 18 is directly reserved in new moulding by casting after cylinder body 18 and hoistway formwork component 2 are separated In cement afterwards, then lifting hook 17, and well inner template component is overall increased into new moulding by casting and is solidificated in cement Stop being promoted after cylinder body 18, and positioning support component 4 is adapted to grafting with cylinder body 18 cured in the cement, passes through positioning Support component 4 supports bottom support starter 1 and hoistway formwork component 2 whole, starts upper one layer of the hydraulic of well template and stretches Contracting combination is built and cement pours operation.
It should be understood that including three groups of control buttons on control cabinet when about control cabinet control hydraulic cylinder movement: first Flexible switching while group control button is for corresponding all first hydraulic cylinders 8 controlled and the first plane template of front and back 13 is hinged Manipulation uses;Second group of control button is for corresponding control and the hinged all first hydraulic cylinders 8 of the second plane template of left and right 14 While flexible switching manipulation use;Third group control button all second liquid hinged with right angle form 12 for corresponding control Switching manipulation of stretching while cylinder pressure 9 uses;4th group of control button is for corresponding control and the hinged institute of third hydraulic cylinder 403 Flexible switching manipulation uses while having cylinder 402.
About the omission of electric operation control circuit figure, in this case, system includes the external current supply circuit for connecing alternating current, hydraulic cylinder, control Case, hydraulic station are in the current supply circuit and by external mains-supplied.Wherein, the external alternating current of hydraulic cylinder, control cabinet, hydraulic station Current supply circuit belong to the prior art, therefore correlation circuit diagram is omitted.
Two or so 14 plate body inner sidewalls of the second plane template open rounding platform through-hole 142 respectively, and above-mentioned rotary table through-hole 142 is logical Fastening screw installation cylinder body 18 is crossed, the stretching plate body of cylinder body 18 is external to pour the preceding installation of fastening in advance and after being cast from plate body Disassembly, solidifies the cylinder body 18 stayed in cement adaptation grafting corresponding with the coaxial position matching of positioning support component 4 after disassembly.It needs It is noted that being in the purpose that left and right 14 inner sidewall of the second plane template opens rounding platform through-hole 142: worker can be safely It stands and completes the fastening installation of cylinder body 18 on the inside of rectangular platform plate 6, and the pine for being safely completed 18 fastening screw of cylinder body twists Disassembly.Embodiment as shown in Figure 1, the left and right each template plate body of the second plane template 14 respectively correspond the number of positioning support component 4 Amount opens two rotary table through-holes 142 of system.
(such as Fig. 2) described positioning support component 4 is by guide cylinder 401, the cylinder being slidably matched with 401 inner wall of guide cylinder 402, the third hydraulic cylinder 403 of push 402 horizontal cross telescopic displacement of cylinder forms;Wherein guide cylinder 401 and third liquid 403 cylinder body shell of cylinder pressure is connected with rectangular base plate 3 respectively;Specifically, peace is welded and fixed in 401 cylinder lateral wall bottom of guide cylinder Mounted in 3 plate body upper surface of rectangular base plate;403 cylinder body shell of third hydraulic cylinder can also weld connected 3 plate body upper end of rectangular base plate Face.403 piston rod of third hydraulic cylinder is hingedly connected 402 inner end of cylinder, cylinder 402 it is whole under piston rod push towards square The outer horizontal cross telescopic displacement of 3 plate body of shape bottom plate, and cylinder 402 is for being adapted to grafting cylinder body 18.
Demoulding: (such as fig. 4 to fig. 6) described right angle form 12 is hindered in well inner template gap to prevent casting cement from leaking out to " L " type groove of system first mouth 121 is opened in side in the vertical plate body of two sides, and the 13 both ends vertical plate outside of the first plane template is opened The second " L " type groove mouth 131 that system is engaged by clamping with the first " L " type groove mouth 121;The vertical plate body in second plane template, 14 both ends Lateral surface opens the 3rd L that system is engaged by clamping with the first " L " type groove mouth 121 " type groove mouth 141.
Elevator inner template component 2 and the safety loading in elevator inner template component 2 are passed in and out to further facilitate worker The fastening screw of cylinder body 18 and cylinder body 18: 5 one side of rectangular cylinder is provided with door opening 501;It is equipped with and climbs in rectangular cylinder 5 Ladder;5 another side of rectangular cylinder is provided with pipeline road through-hole 502;6 plate body of rectangular platform plate that (such as Fig. 2) and rectangular cylinder 5 are connected Rounding through-hole 601 is opened, and round tube hole 601 leads to rectangular cylinder 5 and hoistway formwork component 2.
It is aforementioned any described to hang a liter construction method for brace type Lift well mould panel assembly, comprising the following steps:
Step a, well inner template builds step: controlling all second hydraulic cylinders 9 by one group of control button on control cabinet Four right angle forms 12 of synchronized push simultaneously, and synchronize four right angle forms 12 simultaneously with remaining plate body vertical state It stretches out in place;All left and right first hydraulic cylinders 8 synchronized push or so simultaneously is controlled by another group of control button on control cabinet Second plane template 14, and synchronize the second plane template 14 of left and right simultaneously with remaining plate body vertical state and reach Position;18 (the drum of cylinder body that installation is stretched out outside plate body is fastened by fastening screw being pushed the second plane template 14 in place 18 structure of body is referring to Fig. 7);It is synchronous simultaneously that all front and back first hydraulic cylinders 8 are controlled by last group of control button on control cabinet The first plane template 13 of push front and back, and it is extended the first plane template of front and back 13 with remaining plate body vertical state Position;The first plane template of front and back 13, the second plane template 14 of left and right are stuck on the right angle form 12 stretched out at first in place First " L " type groove mouth 121 forms building for complete rectangular well inner template;The well inner template for building completion is led to well exterior sheathing Screw rod connection is crossed with to be cast;Screw rod connection type belongs to the prior art, and can be dismantled after casting complete.
Step b, well inner template and well exterior sheathing are poured step: building the well inner template and well exterior sheathing of completion in step a Between be poured concrete;
Step c, well inner template demoulding step: after step b casting concrete curing 70% after dismantle in advance connection well in, The screw rod of exterior sheathing;Right angle form 12, the first plane template 13, the second plane template 14 for gently tapping composition well inner template make The concrete well body of well inner template and new casting and primary solidification is detached from;The cylinder body 18 that second plane template 14 is pre-installed Fastening screw is backed out, and is bounced back by the piston rod that control button on control cabinet controls all front and back first hydraulic cylinders 8 in place to tear open The second plane template of mould or so 14, and be detached from the second surface plate plate 14 with cylinder body 18, and cylinder body 18 stay in new casting and In cured concrete well body;The piston rod retraction of all front and back first hydraulic cylinders 8 is controlled by the control button on control cabinet In place with the first plane template 13 before and after demoulding;The piston of all second hydraulic cylinders 9 is controlled by the control button on control cabinet Bar bounces back so far completes the demoulding of well inner template in place with demoulding right angle form 12;
Step d, well inner template hangs a liter lifting step: after the completion of step c, retracting and shrinks positioning support component 4, pass through tower Suspension hook lives suspension hook 17 with hoisting elevator well template component 2 and bottom support starter 1;When bottom supports 1 bottom of starter Positioning support component 4 on the outside of portion be elevated and reach step c newly pour completion and solidification stay in the intracorporal drum of concrete well Stop being promoted after body 18;Extend positioning support component 4 and stretches out and position adaptation insertion cylinder body 18;Pass through positioning support component Bottom is supported starter 1 and 2 positioning support of hoistway formwork component to be fixed on elevator by 4, and that completes well inner template hangs liter It is promoted and is fixed in the support of elevator;Specifically, the support fixed form of positioning support component 4, by control cabinet Control button controls the piston rod of all third hydraulic cylinders 403 while synchronizing towards 3 plate body of rectangular base plate outside while level of synchronization It stretches out, to be newly poured and solidify in 18 staving of cylinder body of reservation in positioning adaptation plug wall body.
Step e, be sequentially by step a, b, c, d sequence and with this period repetitive cycling complete elevator inner template from down toward On build and be poured.
About construction method step of the present invention disclosure and working principle description in it should be understood that the present invention most bottom The well inner template of layer builds casting, and with difference disclosed by the invention, when bottom builds casting, bottom is directly supported starter 1 is placed on ground by ground supports, then first completes taking for bottom surface well template according to step a, b, c, d sequence Casting is built, wherein;The vertical inner template in basis is built on the outside of bottom support starter 1, it is necessary anti-to be made when ground is poured Shield prevents bottom support starter 1 by cement solidification;And the vertical inner template in the basis is not belonging to connection type of the invention The scope of the present invention, thus it is underground;Since being built bottom elevator inner template and is poured after the completion of solidification, from the second layer Well inner template is built casting and is started, according to the method and principle of step a, b, c, d of the present invention sequence description, and it is suitable with a, b, c, d Sequence is period repetitive cycling, can successively complete the building and being poured from bottom to up of elevator inner template.
By above description it can be found that: the present invention after putting up well inner template component, first by cylinder body 18 stretch out well Inner template template is fastened with fastening screw and is installed;Then start to be poured;After casting cement solidification, backs out cylinder body 18 and connect in well The fastening screw of template component, hydraulic-driven demoulding, well inner template are separated with cylinder body 18, and the solidification of cylinder body 18 is retained in In cement after being poured curing molding;This is solidificated in newly pour the intracorporal cylinder body 18 of wall as hung liter promoted after start on The supporter of one layer of template component device entirety uses, i.e., is adapted to grafting positioning support component 4 by the cylinder body 18 and supports well Internal model board assembly apparatus is whole, completes building and being poured for upper one layer of well inner template;As it can be seen that cylinder body 18 of the present invention is pouring Installation is fastened before note outside template, cylinder body 18 unclamps fastening screw after being poured and is directly retained in cylinder body 18 with cement solidification In cement wall, and the positioning adaptation grafting positioning support component 4 of cylinder body 18 being retained in cement is to support promotion rear pattern plate Device is whole, eliminates the artificial secondary operating procedure for destroying drilling of worker, will not weaken new molding elevator shear wall first Structural support intensity;Secondly, the protective action of collaboration rectangular connecting panels 11, round tank 18 is installed in the fastening of template inner sidewall It is completed on the inside of plate, therefore the prepackage disassembling section of round tank 18 is simple and convenient, safe ready, greatly reduces worker therefrom The safety wind that empty elevator falls is dangerous.
Furthermore present invention improves over the structure of demoulding mechanism, it is uniformly distributed by several and extends vertically through vertical folded plate, square Several second hydraulic cylinders 9 of shape connecting plate fixed installation, the demoulding of the direct horizontal cross La order template of first hydraulic cylinder 8, can not only The high-effective and labour-saving for meeting the larger closed elevator inner template of vertical direction drop easily demoulds, and equal using multiple spot to template The stripping means that Yun La order uniformly exerts a force thoroughly overcome and easily lead to template plate bending change in template Ye Ya La order knockout course The problem of shape;Thoroughly realize the demoulding of template anti-deformation, a set of inner template can the purpose that uses of continuous circulating repetition, it is advantageous to be promoted Construction efficiency, while the advantageous template that reduces builds difficulty of construction, shortens construction period.The vertical folded plate of " ︹ " shape structure of the invention 7 and rectangular cylinder 5 on the basis of completing respective structural support function, cooperate with 11 collective effect of rectangular connecting panels, also work as protective net It uses;Therefore the structural support intensity that mold builds support is not only effectively ensured in hoistway formwork component 2, simplifies mold and builds Structure composition, risk that is also reliable and effectively preventing falling object from high altitude;Structure is simple, support is reliable, spacing safeguard function, applies Work is highly-safe.
In addition to above-mentioned advantage, two front and back 13, two or so the second plane templates 14 and four of the first plane template of the present invention A right angle form 12 is engaged by clamping by " L " type groove mouth surrounds the well inner template of rectangular shape, and collaboration multi-dot hydraulic pressure cylinder multiple spot is horizontal Modeling collective effect is demoulded Xiang La order, mould is not only taken, demoulds laborsaving, convenient, anti-deformation;And eliminate adjacent forms combinated seam Easy to leak and it is mingled with the influence of cement at gap, avoids cement solidification in template gap, cause ejection resistance excessive, gang form Demoulding splits the technical issues of being not easy;Differentiation demoulding after more advantageous percussion concussion between gang form.
In summary: the present invention supports starter 1 to combine with hoistway formwork component 2 and completes in elevator by bottom Template building and being laid with, and protective platform is formed directly in elevator;It is promoted and is risen by tower crane, pass through determining for stretching Position 4 support device of support component is whole, completes top by hydraulic-driven and builds formwork, is greatly improved elevator inner template Laying is built and removal efficiency.The present invention is flat by four right angle forms, 12, two front and backs first of composition hoistway formwork Face die plate 13, two or so the second plane templates 14 pass through first hydraulic cylinder 8 and the second liquid fixed on four vertical folded plates 17 Cylinder pressure 9 stretches out sealing in place and is spliced to form the elevator inner template of rectangle, and the process of deployment of well inner template is stablized quickly, when demoulding Template deformation can be prevented, template can repeatedly use, and substantially reduce the laying difficulty of elevator inner template, improve construction Progress.The cylinder body 18 that can be disassembled from the second plane template 14 that the present invention designs, and grafting is adapted to cylinder body 18 Positioning support component 4, solidify to be retained in by cylinder body 18 and newly pour in the elevator concrete wall of curing molding, be used for Fixed support connection positioning support component, reduces unnecessary elevator aperture, and position location more accurate stable, intensity is high, Support is reliable, high construction efficiency.
It is obvious to a person skilled in the art that invention is not limited to the details of the above exemplary embodiments, Er Qie In the case where without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms.Therefore, no matter From the point of view of which point, the present embodiments are to be considered as illustrative and not restrictive, and the scope of the present invention is by appended power Benefit requires rather than above description limits, it is intended that all by what is fallen within the meaning and scope of the equivalent elements of the claims Variation is included within the present invention.Any reference signs in the claims should not be construed as limiting the involved claims.
In addition, it should be understood that although this specification is described in terms of embodiments, but not each embodiment is only wrapped Containing an independent technical solution, this description of the specification is merely for the sake of clarity, and those skilled in the art should It considers the specification as a whole, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art The other embodiments being understood that.
Above-described embodiment, only presently preferred embodiments of the present invention, is not intended to limit the invention practical range, therefore all with this The equivalence changes that content described in invention claim is done should all be included within scope of the invention as claimed.

Claims (6)

1. hanging a liter brace type Lift well mould panel assembly, it is characterised in that: support starter (1) including bottom, bottom support is opened Dynamic device (1) top is connected hoistway formwork component (2), sets control cabinet in hoistway formwork component (2);The bottom support is opened Dynamic device (1) has rectangular base plate (3), and the positioning branch of stretching motion horizontally outward is fixedly mounted on the outside of rectangular base plate (3) plate body Support component (4), coaxially positioning is adapted to grafting cylinder body (18) to positioning support component (4), and cylinder body (18) is in Lift well mould board group Part (2) pours extension ejecting plate and stays in cement in hoistway formwork (2) fastening installation and after being cast disassembly solidification in vitro;It is described Upper end is vertically connected rectangular cylinder (5) in the middle part of rectangular base plate (3) plate body, hydraulic station (10) is arranged on the outside of rectangular cylinder (5), rectangular cylinder (5) connected hoistway formwork component (2) bottom in top, hoistway formwork component (2) bottom have rectangular platform plate (6);Rectangle Platform board (6) plate body upper surface quadrangle is respectively perpendicular the vertical folded plate (7) of connected " ︹ " shape structure, four vertical folded plate (7) rings It is connected between the adjacent two vertical folded plate (7) in shape direction by rectangular connecting panels (11);The vertical connected square of folded plate (7) top braces Shape connects frame (15), and rectangle connects frame (15) and supports be connected cross supporting frame (16) and suspension hook (17);Vertical folded plate (7) two sides are perpendicular Straight panel body and connecting plate (11) plate body, which are uniformly distributed and extend vertically through plate body, is fixedly mounted several first hydraulic cylinders (8), vertically The vertical plate body of the intermediate corner location of folded plate (7), which is uniformly distributed and extends vertically through plate body, is fixedly mounted several second hydraulic cylinders (9); It is flat to be respectively perpendicular hinged first be vertically arranged that be connected for actuating station on the outside of the piston club shaft of the first hydraulic cylinder (8) of front-rear position Face die plate (13) plate body inner surface;Actuating station is respectively perpendicular hinge on the outside of the piston club shaft of the first hydraulic cylinder (8) of left-right position Connect the second plane template (14) the plate body inner surface for being connected and being vertically arranged;It is executed on the outside of the piston club shaft of second hydraulic cylinder (9) End is respectively perpendicular hinged right angle form (12) plate body inner surface for being connected and being vertically arranged;Two the first plane templates of front and back (13), Two or so the second plane templates (14) surround rectangular shape by the clamping engagement of " L " type groove mouth with four right angle forms (12) Well inner template.
2. according to claim 1 hang a liter brace type Lift well mould panel assembly, it is characterised in that: two or so the second planes Template (14) plate body inner sidewall opens rounding platform through-hole (142) respectively, and above-mentioned rotary table through-hole (142) installs drum by fastening screw Body (18), cylinder body (18) stretch out plate body it is external pour before in advance fastening installation and after being cast from plate body dismantle, after disassembly admittedly Change cylinder body (18) the adaptation grafting corresponding with positioning support component (4) coaxial position matching stayed in cement.
3. according to claim 1 hang a liter brace type Lift well mould panel assembly, it is characterised in that: the positioning support component (4) by guide cylinder (401), the cylinder (402) being slidably matched with guide cylinder (401) inner wall, the horizontal cross of push cylinder (402) It is formed to the third hydraulic cylinder (403) of telescopic displacement;Wherein guide cylinder (401) and third hydraulic cylinder (403) cylinder body shell It is connected respectively with rectangular base plate (3);Third hydraulic cylinder (403) piston rod hingedly be connected cylinder (402) inner end, cylinder (402) integrally under the push of third hydraulic cylinder (403) piston rod towards the outer horizontal cross telescopic displacement of rectangular base plate (3) plate body, and Cylinder (402) the outboard end body of rod is for being adapted to grafting cylinder body (18).
4. according to claim 1 hang a liter brace type Lift well mould panel assembly, it is characterised in that: the right angle form (12) " L " the type groove mouth of system first (121), the first plane template (13) both ends external side of vertical plate are opened in side in the vertical plate body of two sides Open the second " L " type groove mouth (131) that system is engaged by clamping with the first " L " type groove mouth (121) in face;Second plane template (14) two End vertical plate outside opens the 3rd L that system is engaged by clamping with the first " L " type groove mouth (121) " type groove mouth (141).
5. according to claim 1 hang a liter brace type Lift well mould panel assembly, it is characterised in that: the rectangular cylinder (5) one Side is provided with door opening (501);Ladder is equipped in rectangular cylinder (5);Rectangular cylinder (5) another side is provided with pipeline road through-hole (502);Rectangular platform plate (6) plate body being connected with rectangular cylinder (5) is opened rounding through-hole (601), and round tube hole (601) leads to rectangle Cylinder (5) and hoistway formwork component (2).
6. -5 any described hanging a liter construction method for brace type Lift well mould panel assembly according to claim 1, which is characterized in that The following steps are included:
Step a, well inner template builds step: pushing four right angle forms (12) by control cabinet control second hydraulic cylinder (9) makes Template is stretched out in place;Template is stretched by control cabinet control left and right first hydraulic cylinder (8) push left and right the second plane template (14) Out in place;The cylinder body that installation is stretched out outside plate body is fastened by fastening screw being pushed the second plane template (14) in place (18);Template is stretched out in place by control cabinet control first hydraulic cylinder (8) push the first plane template of front and back (13);Front and back One plane template (13), left and right the second plane template (14) are stuck in right angle form (12) and form complete rectangular well inner template Build;The well inner template for building completion is connect with well exterior sheathing by screw rod with to be cast;
Step b, well inner template and well exterior sheathing are poured step: building between the well inner template of completion and well exterior sheathing in step a) It is poured concrete;
Step c, it is inside and outside that connection well in advance well inner template demoulding step: is dismantled after concrete curing the 70% of step b) casting The screw rod of template;Gently tap right angle form (12), the first plane template (13), the second plane template of composition well inner template (14) it is detached from the concrete well body of well inner template and new casting and primary solidification;The circle that second plane template (14) are pre-installed The fastening screw of staving (18) is backed out, by control cabinet control first hydraulic cylinder (8) retraction in place with the second plane of demoulding or so Template (14), and be detached from the second surface plate plate (14) and cylinder body (18), and cylinder body (18) stays in new casting and cured In concrete well body;By control cabinet control first hydraulic cylinder (8) retraction in place with the first plane template (13) before and after demoulding;It is logical It crosses control control second hydraulic cylinder (9) retraction and so far completes demoulding with demoulding right angle form (12) in place;
Step d, well inner template hangs a liter lifting step: after the completion of step c), retracting and shrinks positioning support component (4), pass through tower Suspension hook lives suspension hook (17) with hoisting elevator well template component (2) and bottom support starter (1);When bottom supports starting dress The positioning support component (4) for setting (1) bottom outside be elevated and reach step (c) newly pour completion and solidification stay in concrete well Intracorporal cylinder body (18) stops being promoted afterwards;Extend positioning support component (4) to stretch out and position adaptation insertion cylinder body (18); Bottom support starter (1) and hoistway formwork component (2) positioning support is fixed on elevator by positioning support component (4) Well completes hanging liter for well inner template and is promoted and fixed in the support of elevator;
It step e, is sequentially that period repetitive cycling completes elevator inner template from bottom to up by step a, b, c, d sequence and with this It builds and is poured.
CN201910552392.5A 2019-06-25 2019-06-25 Lifting support type elevator shaft template device and construction method Active CN110318534B (en)

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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110700572A (en) * 2019-10-23 2020-01-17 上海建工集团股份有限公司 Height-adjustable supporting base and using method thereof
CN111021714A (en) * 2019-12-31 2020-04-17 合迪科技江苏有限公司 Elevator shaft operating platform
CN111648598A (en) * 2020-08-10 2020-09-11 上海建工一建集团有限公司 Climbing formwork device and construction method thereof
CN111706071A (en) * 2020-06-30 2020-09-25 重庆广播电视大学重庆工商职业学院 Self-elevating formwork for elevator shaft of building and construction method
CN112593696A (en) * 2021-03-02 2021-04-02 上海建工集团股份有限公司 Lateral supporting device of integral steel platform and using method
CN113006470A (en) * 2021-03-12 2021-06-22 胡华 Lifting and collecting type elevator shaft inner mold system
CN113622660A (en) * 2021-08-17 2021-11-09 中国水利水电第三工程局有限公司 Integral hoisting type formwork structure for vertical hole and concrete construction method
CN114059758A (en) * 2021-11-10 2022-02-18 中铁八局集团建筑工程有限公司 Assembled double-layer integral elevator shaft platform

Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU684113A1 (en) * 1977-06-01 1979-09-05 Государственный Проектный И Научно-Исследовательский Институт Промышленного Строительства "Донецкий Промстройниипроект" Movable form
US4974700A (en) * 1989-06-12 1990-12-04 Gates & Sons, Inc. Movable support mechanism for construction of elevator shafts and the like
KR200418042Y1 (en) * 2006-03-16 2006-06-07 주식회사 신영 Mold apparatus for Elevator shaft of a building
CN201133078Y (en) * 2007-12-03 2008-10-15 江苏南通六建建设集团有限公司 Electric hoisting barrel type formwork
CN201416267Y (en) * 2009-06-19 2010-03-03 武汉一冶建筑安装工程有限责任公司 Self-tension bracing drum formwork for construction of elevator shaft in high-rise building
CN102704676A (en) * 2012-05-30 2012-10-03 徐州徐液液压科技有限公司 Jacking formwork mechanism
CN202706501U (en) * 2012-07-16 2013-01-30 钱朝香 Elevator shaft operating platform
CN103806644A (en) * 2012-11-06 2014-05-21 中国五冶集团有限公司 Hydraulic telescopic device for elevator shaft mold and operating method thereof
KR20170035733A (en) * 2015-09-23 2017-03-31 주식회사 에스지이엔지 Lifting safety cage for the core of building materials
CN206503362U (en) * 2017-02-18 2017-09-19 云南春鹰模板制造有限公司 Elevator automatic demoulding formula hydraulic self-lifting template
CN208137422U (en) * 2018-04-24 2018-11-23 重庆科技学院 Integral lifting hoistway formwork support system
CN208650505U (en) * 2018-07-03 2019-03-26 中国建筑第八工程局有限公司 The integrated template type attachment device of lifting platform

Patent Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU684113A1 (en) * 1977-06-01 1979-09-05 Государственный Проектный И Научно-Исследовательский Институт Промышленного Строительства "Донецкий Промстройниипроект" Movable form
US4974700A (en) * 1989-06-12 1990-12-04 Gates & Sons, Inc. Movable support mechanism for construction of elevator shafts and the like
KR200418042Y1 (en) * 2006-03-16 2006-06-07 주식회사 신영 Mold apparatus for Elevator shaft of a building
CN201133078Y (en) * 2007-12-03 2008-10-15 江苏南通六建建设集团有限公司 Electric hoisting barrel type formwork
CN201416267Y (en) * 2009-06-19 2010-03-03 武汉一冶建筑安装工程有限责任公司 Self-tension bracing drum formwork for construction of elevator shaft in high-rise building
CN102704676A (en) * 2012-05-30 2012-10-03 徐州徐液液压科技有限公司 Jacking formwork mechanism
CN202706501U (en) * 2012-07-16 2013-01-30 钱朝香 Elevator shaft operating platform
CN103806644A (en) * 2012-11-06 2014-05-21 中国五冶集团有限公司 Hydraulic telescopic device for elevator shaft mold and operating method thereof
KR20170035733A (en) * 2015-09-23 2017-03-31 주식회사 에스지이엔지 Lifting safety cage for the core of building materials
CN206503362U (en) * 2017-02-18 2017-09-19 云南春鹰模板制造有限公司 Elevator automatic demoulding formula hydraulic self-lifting template
CN208137422U (en) * 2018-04-24 2018-11-23 重庆科技学院 Integral lifting hoistway formwork support system
CN208650505U (en) * 2018-07-03 2019-03-26 中国建筑第八工程局有限公司 The integrated template type attachment device of lifting platform

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110700572A (en) * 2019-10-23 2020-01-17 上海建工集团股份有限公司 Height-adjustable supporting base and using method thereof
CN110700572B (en) * 2019-10-23 2021-09-21 上海建工集团股份有限公司 Height-adjustable supporting base and using method thereof
CN111021714A (en) * 2019-12-31 2020-04-17 合迪科技江苏有限公司 Elevator shaft operating platform
CN111706071A (en) * 2020-06-30 2020-09-25 重庆广播电视大学重庆工商职业学院 Self-elevating formwork for elevator shaft of building and construction method
CN111648598A (en) * 2020-08-10 2020-09-11 上海建工一建集团有限公司 Climbing formwork device and construction method thereof
CN112593696A (en) * 2021-03-02 2021-04-02 上海建工集团股份有限公司 Lateral supporting device of integral steel platform and using method
CN113006470A (en) * 2021-03-12 2021-06-22 胡华 Lifting and collecting type elevator shaft inner mold system
CN113622660A (en) * 2021-08-17 2021-11-09 中国水利水电第三工程局有限公司 Integral hoisting type formwork structure for vertical hole and concrete construction method
CN114059758A (en) * 2021-11-10 2022-02-18 中铁八局集团建筑工程有限公司 Assembled double-layer integral elevator shaft platform

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