CN108487621A - Assembled movement shield cage and its construction method - Google Patents

Assembled movement shield cage and its construction method Download PDF

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Publication number
CN108487621A
CN108487621A CN201810204802.2A CN201810204802A CN108487621A CN 108487621 A CN108487621 A CN 108487621A CN 201810204802 A CN201810204802 A CN 201810204802A CN 108487621 A CN108487621 A CN 108487621A
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CN
China
Prior art keywords
fixed cell
steel
fixed
construction
shield cage
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Granted
Application number
CN201810204802.2A
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Chinese (zh)
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CN108487621B (en
Inventor
蔡小平
王笑阳
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Changzhou Steel Structure Construction Engineering Co Ltd
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Changzhou Steel Structure Construction Engineering Co Ltd
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Priority to CN201810204802.2A priority Critical patent/CN108487621B/en
Publication of CN108487621A publication Critical patent/CN108487621A/en
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Publication of CN108487621B publication Critical patent/CN108487621B/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
    • E04G1/00Scaffolds primarily resting on the ground
    • E04G1/38Scaffolds partly supported by the building
    • 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
    • E04G5/00Component parts or accessories for scaffolds
    • E04G5/02Scaffold feet, e.g. with arrangements for adjustment
    • 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
    • E04G5/00Component parts or accessories for scaffolds
    • E04G5/04Means for fastening, supporting, or bracing scaffolds on or against building constructions
    • E04G5/046Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on walls

Abstract

The present invention provides a kind of assembleds to move shield cage and its construction method, is related to house building technology field, assembled movement shield cage includes top fixed cell, middle part fixed cell and bottom fixed cell;The crossbeam of top fixed cell and wall stand column, which rolls, to be connected, and bottom fixed cell is connect with ground surface, and middle part fixed cell is slidably connected with wall body construction, and top fixed cell, bottom fixed cell and middle part fixed cell synchronous can be slided along wall;Middle part fixed cell includes main upright bar, crosspiece bar and hound;Main upright bar is vertically arranged, and crosspiece bar is horizontally disposed, and hound is arranged between main upright bar and crosspiece bar;Middle part fixed cell is provided with multiple drawknot components in the horizontal direction, effective solution in the prior art used in installation of high building Side fascia construction operation equipment platform complicated integral structure, and security and stability is poor, the technical problems such as less efficient.

Description

Assembled movement shield cage and its construction method
Technical field
The present invention relates to the working a kind of assembled shiftings in house building technology field more particularly to external wall of high-rise building plate Dynamic shield cage and its construction method.
Background technology
High level weight Steel-Structure Factory with Steel metope building enclosure generally uses light-duty die mould metal color steel system, has from heavy and light, even It connects reliably, energy-saving heat preserving uses functional requirement, while feature handsome in appearance, that construction is environmentally protective, steel construction wallboard are gone along with sb. to guard him Structure is more and more widely applied successfully in the high-rise weight Steel-Structure Factory with Steel of modernization, large public building.
Metope retaining design generally uses Double-layer profiled steel sheet composite heat insulating system, to waterproof, leakproof, insulation requirement Height, high-rise weight Steel-Structure Factory with Steel is generally highly more than 30 meters, and height is high, the scale of construction is big, and in-site installation difficulty is big.Side fascia construction emphasis be The construction operation platform of safe and reasonable is selected, and traditional operating platform is sliding scaffold or hanging ladder, hanging basket, movable Scaffold Height is high, and stability is poor, and there are security risks;Hanging ladder also by height limitation, is only suitable for 20 meters or less operations;And hanging basket is general It is suitble to horizontal plate construction, for vertical setting of types plate low construction efficiency, economic benefit unobvious.
Invention content
The first object of the present invention is to provide a kind of assembled movement shield cage, used high in the prior art to alleviate The operation equipment platform complicated integral structure of layer construction and installation Side fascia construction, and security and stability is poor, the skills such as less efficient Art problem.
To achieve the goals above, the present invention uses following technical scheme:
A kind of assembled movement shield cage provided by the invention, including top fixed cell, middle part fixed cell and bottom are solid Order member;
The crossbeam of the top fixed cell and wall stand column, which rolls, to be connected, and the bottom fixed cell connects with ground surface It connects, the middle part fixed cell is slidably connected with wall body construction, the top fixed cell, the bottom fixed cell and described Middle part fixed cell can be synchronized and be moved along wall;
The middle part fixed cell includes main upright bar, crosspiece bar and hound;The main upright bar is vertically arranged, institute It is horizontally disposed to state crosspiece bar, the hound is arranged between the main upright bar and the crosspiece bar;
The middle part fixed cell is provided with multiple drawknot components in the horizontal direction.
Further, the hound includes the first diagonal brace group being obliquely installed and horizontally disposed second diagonal brace group;
The second diagonal brace group is set between two the first diagonal brace groups of arbitrary neighborhood;
First diagonal brace group includes the first diagonal brace arranged in a crossed manner, and the second diagonal brace group includes multiple spaced second tiltedly Support.
Further, the top fixed cell includes horizontal fixed members and first pulley;
The horizontal fixed members are fixedly connected with the main upright bar, and the first pulley is fixed with the horizontal fixed members Connection, the first pulley can be rolled along wall stand column crossbeam.
Further, the top fixed cell further includes the first angle steel and the second steel wire rope;
One end of first angle steel is fixedly connected with the main upright bar, and the other end of first angle steel and wall stand column Crossbeam is detachably connected;
Second steel wire rope is connect with the main upright bar, and is slidably connected simultaneously with wall stand column crossbeam.
Further, the bottom fixed cell includes channel steel base and second pulley;
The channel steel base is fixedly connected with the lower end of the main upright bar, and the second pulley connects with the channel steel base It connects, the second pulley slides along the ground.
Further, the bottom fixed cell further includes fixed channel steel, steel plate and adjusting screw;
The steel plate is arranged in the lower section of the fixed channel steel, length direction of the second pulley along the fixed channel steel It rolls;
The adjusting screw can by adjusting length control the channel steel base and the steel plate support connection and It is disengaged from each other.
Further, each second pulley is correspondingly arranged an adjusting screw.
Further, the drawknot component includes anchor ear and the first steel wire rope;
The anchor ear is fixedly connected with the main upright bar, and one end of first steel wire rope is connect with the anchor ear, another End is connect with wall body construction.
Further, the drawknot component further includes the second angle steel and self threading pin;
One end of second angle steel is connect with the main upright bar, and the other end is connect with the purlin in wall;
The self threading pin is arranged on second angle steel.
The second object of the present invention is to provide a kind of construction method based on above-mentioned assembled movement shield cage, to alleviate The operation equipment platform complicated integral structure of used installation of high building Side fascia construction in the prior art, and safety and stability Poor, the technical problems such as less efficient of property.
The present invention also provides a kind of construction methods based on above-mentioned assembled movement shield cage, include the following steps:
S1 installs the main body steel construction in wall body structure, and then mounting purlines and lining, are checked and accepted after installation is complete It is qualified;
The assembled is moved the original position that shield cage is fixed on wall body structure by S2, and along the length of the main upright bar Direction is from top to bottom installed by the Side fascia of wall body structure successively;
S3 is after after the Side fascia of said units, installation is complete, by the top fixed cell, the bottom fixed cell, The drawknot component is moved to adjacent unit by cage is protected, in the Side fascia installation for carrying out the unit;
S4 completes the installation of Side fascia, acceptance(check).
Beneficial effects of the present invention are:
A kind of assembled movement shield cage and its construction method, shield cage provided by the invention are from top to bottom fixed by top successively Unit, middle part fixed cell and bottom fixed cell composition, and factory can live direct-assembling after pre-production, it is easy to operate It is convenient;All vertical loads are directly delivered to footing foundation by lattice column upright bar, and all horizontal direction loads are horizontal by protecting cage Drawknot passes to wall body construction, and Path of Force Transfer is simply clear;The standard joint number of middle part fixed cell is 12-13m, is in advance in work Transport is to scene after factory completes, then uses the segmented assembly of steam crane, then installs top fixed cell and bottom is fixed For the sliding part of sliding and middle part fixed cell for sliding on unit, and increase the drawknot section of stability.
Combination double four limbs square tube cancelled structure systems of the cage according to " stable section 1.5m+ construction sections 1.5m " are protected, installation is worked as After protecting cage well, when starting Side fascia construction, it is a construction cell to install 1.5m every time, and construction personnel's (being no more than 8 people) exists Sequence construction from below to up in 1.5m construction sections, another 1.5m is shield cage stable section, after the completion of the construction of 1.5m units, personnel all from Operating platform is opened, shield cage slides onto subsequent work face in the axial direction, starts next unit working face Side fascia and installs, in repetition Method is stated, construction efficiency is greatly improved until completing the installation of entire metope outside plate in continuous installation paragraph by paragraph.
By above-mentioned assembled movement shield cage while the Side fascia assembling for completing wall body structure, protect the weight of cage compared with Gently, can on-site consolidation, there is no special requirement to place, installation place ground without especially reinforce, especially suitable for height Wall body structure is divided into multiple units by protecting cage, and passes through top fixed cell, bottom by layer weight Steel-Structure Factory with Steel or skyscraper Fixed cell and middle part fixed cell synchronous slide, are respectively completed the assembly of Side fascia at multiple units, stable structure safely may be used It leans on, while easy to operate, and then shortens the construction period, reduce construction cost.
Description of the drawings
It, below will be to specific in order to illustrate more clearly of the specific embodiment of the invention or technical solution in the prior art Embodiment or attached drawing needed to be used in the description of the prior art are briefly described, it should be apparent that, in being described below Attached drawing is some embodiments of the present invention, for those of ordinary skill in the art, before not making the creative labor It puts, other drawings may also be obtained based on these drawings.
Fig. 1 is the schematic diagram for the assembled movement shield cage that embodiment one provides;
Fig. 2 is the schematic diagram for the bottom fixed cell that embodiment one provides;
Fig. 3 is the side view for the bottom fixed cell that embodiment one provides;
Fig. 4 is the partial enlarged view for the adjusting screw connection that embodiment one provides;
Fig. 5 is the schematic diagram for the top fixed cell that embodiment one provides;
Fig. 6 is the side view for the top fixed cell that embodiment one provides;
Fig. 7 is the schematic diagram for the drawknot component that embodiment one provides;
Fig. 8 is the schematic diagram for the installation lifeline that embodiment one provides.
Icon:The main upright bars of 10-;20- crosspiece bars;The first diagonal braces of 30-;The second diagonal braces of 40-;50- converts channel steel;60- first Pulley;The first angle steel of 70-;The second steel wire ropes of 80-;90- channel steel bases;100- second pulleys;110- fixes channel steel;120- steel Plate;130- adjusting screws;The first steel wire ropes of 140-;The second angle steel of 150-;160- self threading pins;170- lifelines;200- wall knots Structure.
Specific implementation mode
Technical scheme of the present invention is clearly and completely described below in conjunction with attached drawing, it is clear that described implementation Example is a part of the embodiment of the present invention, instead of all the embodiments.Based on the embodiments of the present invention, ordinary skill The every other embodiment that personnel are obtained without making creative work, shall fall within the protection scope of the present invention.
In the description of the present invention, it should be noted that term " first ", " second " are used for description purposes only, and cannot It is interpreted as indicating or implying relative importance.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " installation ", " phase Even ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or be integrally connected;It can Can also be electrical connection to be mechanical connection;It can be directly connected, can also indirectly connected through an intermediary, Ke Yishi Connection inside two elements.For the ordinary skill in the art, above-mentioned term can be understood at this with concrete condition Concrete meaning in invention.
Embodiment one:
As shown in figs. 1-7, assembled movement shield cage provided in this embodiment includes top fixed cell, middle part fixed cell With bottom fixed cell;The crossbeam of top fixed cell and wall stand column, which rolls, to be connected, and bottom fixed cell is connect with ground surface, Middle part fixed cell is slidably connected with wall body construction, and top fixed cell, bottom fixed cell and middle part fixed cell can be same Step is moved along wall;Middle part fixed cell includes main upright bar 10, crosspiece bar 20 and hound;Main upright bar 10 is vertically set It sets, crosspiece bar 20 is horizontally disposed, and hound is arranged between main upright bar 10 and crosspiece bar 20;Middle part fixed cell setting Have and multiple is arranged horizontally at drawknot component.
Further, hound includes the first diagonal brace group being obliquely installed and horizontally disposed second diagonal brace group;Arbitrary phase The second diagonal brace group is set between two adjacent the first diagonal brace groups;First diagonal brace group includes arranged in a crossed manner in the first diagonal brace 30, and second Diagonal brace group includes spaced second diagonal brace 40.
Specifically, Side fascia installation moves shield cage planar dimension 3.0m × 0.83m with assembled, according to " stable section 1.5m+ The double four limbs square tube cancelled structure system arrangements of the combination of construction section 1.5m ";Construction section as operating personnel's construction operation platform, Rock-steady structure of the stable section as high-rise frame body, passes through the effective drawknot of horizontal supports with wall.
Wherein, shield cage is from top to bottom made of top fixed cell, middle part fixed cell and bottom fixed cell successively, and Factory being capable of Assembling after pre-production;All vertical loads are directly delivered to footing foundation by lattice column upright bar, own Horizontal direction load passes to wall body construction by protecting the horizontal drawknot of cage, and Path of Force Transfer is simply clear;The standard of middle part fixed cell Joint number is 12-13m, is that after factory completes then transport is installed to scene, then using the segmented assembly of steam crane in advance For the sliding part of sliding and middle part fixed cell for sliding on top fixed cell and bottom fixed cell, and increase The drawknot section of stability.
Wherein, vertical load is transmitted by main upright bar 10, and horizontal load is passed by the drawknot component on the fixed cell of middle part It passs.
Wherein, shield cage is provided with channel steel rail on the ground by top fixed cell and bottom fixed cell synchronization-sliding Road, bottom fixed cell are clamped with groove steel rail, and are rolled and translated along the length direction of groove steel rail;Top fixed cell can It rolls and translates along wall stand crossbeam;Middle part fixed cell is slidably connected by connecting rope and wall body construction binding, it is ensured that stability.
Wherein, protecting cage latticed members uses zinc-plated square tube Q235B to make, every time can be complete after shield cage installation is fixed in place At the installation of 1.5m wide unit vertical setting of types plates, shield cage is moved to next unit, is sequentially completed entire metope building enclosure construction.
Wherein, after installing shield cage, when starting Side fascia construction, it is a construction cell, construction to install 1.5m every time Personnel's (be no more than 8 people) sequence construction from below to up in 1.5m construction sections, after the completion of the construction of 1.5m units, personnel all leave Operating platform, shield cage are moved to subsequent work face in the axial direction, start the installation of next unit working face Side fascia, repeat above-mentioned Method, Piecemeal erection, until completing the installation of entire metope outside plate.
Wherein, the standard knot factory of shield cage installation 12-13m makes, live splice point fissure of displacement 500mm arrangements, seam crossing weldering It connects, and increases inside and outside lined duct angle steel and be reinforced bind welding.
Wherein, middle part fixed cell includes that main upright bar 10, crosspiece bar 20 and hound, hound are laterally abound with, and front is every Every 6m arranged crosswises, while centre increases horizontal direction diagonal brace.
In the optional scheme of the present embodiment, as shown in figs. 1-7, top fixed cell includes that horizontal fixed members and first are slided Wheel 60;Horizontal fixed members are fixedly connected with main upright bar 10, and first pulley 60 is fixedly connected with horizontal fixed members, first pulley 60 It can be rolled along wall stand column crossbeam.
Further, top fixed cell further includes the first angle steel 70 and the second steel wire rope 80;One end of first angle steel 70 It is fixedly connected with head tree, and the other end of the first angle steel 70 is detachably connected with wall stand column crossbeam;Second steel wire rope 80 and master Upright bar 10 connects, and is slidably connected simultaneously with wall stand column crossbeam.
Specifically, shield cage top portion, close to the main upright bar of wall 10 at, welding 3 converts channel steels 50 and makees horizontal drawknot, every Conversion channel steel 50 is bolted 2 first pulleys 60 by M12, is rolled by face inside and outside wall stand column crossbeam, realizes shield cage Top horizontal is fixed temporarily by 70 horizontal drawknot of the first angle steel with wall stand column afterwards in place to sliding, shield cage sliding;It is protecting simultaneously Cage top horizontal upright bar increases the second steel wire ropes of two pass 6mm 80 and is slidably connected with wall beam binding, is protected in cage slipping with increasing Stability.
In the optional scheme of the present embodiment, as shown in figs. 1-7, bottom fixed cell includes that channel steel base 90 and second is slided Wheel 100;Channel steel base 90 is fixedly connected with the lower end of main upright bar 10, and second pulley 100 is connect with channel steel base 90, second pulley 100 slide along the ground.
Further, bottom fixed cell further includes fixed channel steel 110, steel plate 120 and adjusting screw 130;Steel plate 120 is set It sets in the lower section of fixed channel steel 110, second pulley 100 is rolled along the length direction of fixed channel steel 110;Adjusting screw 130 can Channel steel base 90 and 120 support chain of steel plate are controlled by adjusting length and are disengaged from each other.
Further, each second pulley 100 is correspondingly arranged an adjusting screw 130.
Specifically, bottom end welding 90,6 pulleys of channel steel base of main upright bar 10 are connected with channel steel base 90 by 4M12 bolts It connects, track of the fixed channel steel 110 as second pulley 100, channel steel opening is fixedly installed on the ground of wallboard installation direction Upward, 16mm steel plates 120 are completely spread under track to level up;Every pulley nearby installs adjusting screw 130, long by adjusting screw rod Degree makes channel steel base 90 realize bearing with steel plate 120 and be detached from, convenient for the fixation and sliding of shield cage bottom seat;When wallboard is constructed, the Two pulleys 100 and adjusting screw 130 are fixed, and increase fixing groove channel steel in the neutral gear of shield cage bottom end pads with steel plate 120, further Increase shield cage bottom portion stability of strutting system.
Wherein, it should be put by laser level with reference to the basic axis of wall when the track of second pulley 100 is arranged Line according to unified datum line, and then ensures the levelness of track installation.
In the optional scheme of the present embodiment, as shown in figs. 1-7, drawknot component includes anchor ear and the first steel wire rope 140;It embraces Hoop is fixedly connected with main upright bar 10, and one end of the first steel wire rope 140 is connect with anchor ear, the other end and wall of the first steel wire rope 140 Body component connects.
Further, drawknot component further includes the second angle steel 150 and self threading pin 160;It is stood with main one end of second angle steel 150 Bar 10 connects, and the other end is connect with the purlin in wall;Self threading pin 160 is arranged on the second angle steel 150.
Specifically, shield cage interlude 18m-48m is every 6m arrangements together the second angle steel of horizontal drawknot 150, the second angle steel 150 One end be bolted by M12 with 10 anchor ear of main upright bar (4 × 40 band iron), the other end and the self threading pin 160 of wall beam upper surface 8 Uniformly distributed connection, can be easy to disassemble and fixed when shield cage slides;To increase overall stability and connection reliability, increase again every 12m Add 150 skewed horizontal load of the second angle steel together, is used in combination diameter steel cord to be bundled with purlin and connects.
Wherein, as shown in fig. 7, arrow direction is Side fascia installation direction.
Embodiment two:
The present embodiment additionally provides a kind of construction method based on above-mentioned assembled movement shield cage, includes the following steps:
S1 installs the main body steel construction in wall body structure 200, and then mounting purlines and lining, are tested after installation is complete Fold lattice;
Assembled is moved the original position that shield cage is fixed on wall body structure 200 by S2, and along the length side of main upright bar 10 To the Side fascia for from top to bottom installing wall body structure 200 successively;
S3 passes through top fixed cell, bottom fixed cell, drawknot component after installation is complete after the Side fascia of said units Shield cage is moved to adjacent unit, in the Side fascia installation for carrying out the unit;
S4 completes the installation of Side fascia, acceptance(check).
Specifically, such as workshop is using 6 axis as expansion joint, by the height of 5 monomer compositions Multispans continuous structure straggly, wherein 1-6 axis is based on large assembly workshop, planar dimension 37m × 57m, Side fascia mounting height 38.5m;6~17 axis are with high-potting Based on hall, planar dimension:53.6m × 81m, Side fascia mounting height 47.7m.
Wherein it is possible to which using 120 composite thermal insulation shingle nail of Double-layer profiled steel sheet, purlin is hidden.
Wherein, wall body structure 200 includes metope inner plating, wall purlins, vapor barrier layer, glass cotton roll felt, waterproof ventilative layer With metope lamina rara externa;First by the main body steel construction of wall body structure 200, purlin and lining, installation is complete, and is detected and is No qualification;Above-mentioned shield cage is mounted on to the initiating terminal for needing to carry out Side fascia installation on wall body structure 200 after qualification to be detected; The short transverse that cage is protected along wall body structure 200 extends, and can be slided along the width direction of wall body structure 200.It is protected when installing After cage, the installation of the Side fascia in the shield cage width location is carried out, after installation is complete for the Side fascia in range, passes through The drawknot component of one pulley 60, second pulley 100 and shield cage interlude so that protect cage moves along the width direction of wall body structure 200 It is dynamic.
Wherein, with 1.5m for a construction cell, construction personnel carries out in 1.5m construction sections along sequence from top to bottom Construction, after the completion of waiting for the 1.5m construction cells, personnel all withdraw workbench, and shield cage slides onto next along the width direction of wall The construction cell of a 1.5m repeats the installation that above-mentioned installation method carries out the unit inside and outside wall board, to which cycle is completed successively The Side fascia installation of entire metope.
Wherein, it should also be noted that the stability of shield cage, also takes overturn-preventing control measure, i.e., by the in slipping One pulley 60 is slidably connected with wall column crossbeam, and carries out bind by the second steel wire rope 80;It is special at the fixed cell of bottom Sliding rail is set;The interlude 18m-48m height of fixed cell at middle part, every the first steel wire rope 140 of 12m settings (totally 4 Road) and wall purlin bind, increase horizontal direction constraint in the middle part of shield cage.
Wherein, shield cage is in slipping, and pulley resistance is smaller, and restricting resistance force can be taken essentially from steel wire rope bind It sets off, is set off using the direct curved arc of wallboard at flanging part, such as to purlin table in steel wire rope and purlin and square tube contact surface, increase Face paint causes to damage, it is necessary to secondary application repairing.Steel wire rope may pass through purlin, and purlin and shield cage crosspiece bar 20 are bound one It rises, steel wire rope is motionless when sliding, and shield cage crosspiece is along steel wire iope slippage;It slides onto at lattice column, first bundlees steel wire rope below 1.5m construction sections, it is ensured that after leading portion 1.5m stable sections slip over lattice column, then steel wire rope is moved to stable section banding fixed.
Wherein, in order to increase the stiffness and stability of shield cage, shield cage includes construction section and stable section, is not stayed on stable section People, the stability for controlling frame body;Multiple hounds are provided on entire shield cage, and arranged in a crossed manner, on 12 meters of positive facades, In, hypomere add the first diagonal brace 30 of three right-angled intersections and horizontally disposed second diagonal brace 40 again, so as to greatly increase frame The stiffness and stabilization of body ontology, and frame body is calculated by Holistic modeling and is analyzed, securely and reliably.
Wherein, frame body is low across rear across being slid onto from height, and the horizontal drawknot in capital is transferred to large assembly 39m by experiment hall 48m Capital wall stand column purlin, the horizontal drawknot of interlude are fixed with large assembly window purlin using angle steel by stable section.It is to ensure to slide simultaneously The safety of process, scene increase by 100 tons of steam crane auxiliary slidings, in sliding overall process, crane rope and top frame body Main riser connects, and waits for loose hook after the completion of high across 1.5m receipts sidewall panel construction.
Wherein, shield cage on the corner, after installing 1.5m wallboards, shield cage does not move, first will construction section 1.5m below Frame body uses the horizontal drawknot of angle steel with window purlin, then 1.5m stable sections horizontal drawknot in front is removed, and such construction section provides frame body Stablize, stable section is installed for wallboard, realizes the construction of corner wallboard.
Wherein, as shown in figure 8, being additionally provided with catching device and lifeline 170, epimere and wall stand capital crossbeam bind, always Perpendicular through shield cage to bottom, operating personnel fasten seat belts, and safety belt is connect with catching device and lifeline 170 respectively.
Finally it should be noted that:The above embodiments are only used to illustrate the technical solution of the present invention., rather than its limitations;To the greatest extent Present invention has been described in detail with reference to the aforementioned embodiments for pipe, it will be understood by those of ordinary skill in the art that:Its according to So can with technical scheme described in the above embodiments is modified, either to which part or all technical features into Row equivalent replacement;And these modifications or replacements, various embodiments of the present invention technology that it does not separate the essence of the corresponding technical solution The range of scheme.

Claims (10)

1. a kind of assembled movement shield cage, which is characterized in that fixed including top fixed cell, middle part fixed cell and bottom single Member;
The crossbeam of the top fixed cell and wall stand column, which rolls, to be connected, and the bottom fixed cell is connect with ground surface, institute It states middle part fixed cell to be slidably connected with wall body construction, the top fixed cell, the bottom fixed cell and the middle part Fixed cell can be synchronized and be moved along wall;
The middle part fixed cell includes main upright bar, crosspiece bar and hound;The main upright bar is vertically arranged, the cross Lever is horizontally disposed, and the hound is arranged between the main upright bar and the crosspiece bar;
The middle part fixed cell is provided with multiple drawknot components in the horizontal direction.
2. assembled according to claim 1 movement shield cage, which is characterized in that the hound includes the be obliquely installed One diagonal brace group and horizontally disposed second diagonal brace group;
The second diagonal brace group is set between two the first diagonal brace groups of arbitrary neighborhood;
First diagonal brace group includes the first diagonal brace arranged in a crossed manner, and the second diagonal brace group includes multiple spaced second diagonal braces.
3. assembled movement shield cage according to claim 1, which is characterized in that the top fixed cell includes horizontal solid Determine part and first pulley;
The horizontal fixed members are fixedly connected with the main upright bar, and the first pulley is fixed with the horizontal fixed members and connected It connects, the first pulley can be rolled along wall stand column crossbeam.
4. assembled movement shield cage according to claim 3, which is characterized in that the top fixed cell further includes first Angle steel and the second steel wire rope;
One end of first angle steel is fixedly connected with the main upright bar, and the other end of first angle steel and wall stand column crossbeam It is detachably connected;
Second steel wire rope is connect with the main upright bar, and is slidably connected simultaneously with wall stand column crossbeam.
5. assembled movement shield cage according to claim 1, which is characterized in that the bottom fixed cell includes channel steel bottom Seat and second pulley;
The channel steel base is fixedly connected with the lower end of the main upright bar, and the second pulley is connect with the channel steel base, institute Second pulley is stated to slide along the ground.
6. assembled movement shield cage according to claim 5, which is characterized in that the bottom fixed cell further includes fixing Channel steel, steel plate and adjusting screw;
The steel plate is arranged in the lower section of the fixed channel steel, and the second pulley is rolled along the length direction of the fixed channel steel It is dynamic;
The channel steel base can be controlled by adjusting length for the adjusting screw and steel plate support connects and that This is detached from.
7. assembled movement shield cage according to claim 6, which is characterized in that each second pulley is correspondingly arranged one A adjusting screw.
8. assembled movement shield cage according to claim 1, which is characterized in that the drawknot component includes anchor ear and first Steel wire rope;
The anchor ear is fixedly connected with the main upright bar, and one end of first steel wire rope is connect with the anchor ear, the other end with Wall body construction connects.
9. assembled movement shield cage according to claim 8, which is characterized in that the drawknot component further includes the second angle steel And self threading pin;
One end of second angle steel is connect with the main upright bar, and the other end is connect with the purlin in wall;
The self threading pin is arranged on second angle steel.
10. a kind of construction method moving shield cage based on claim 1-9 any one of them assembleds, which is characterized in that packet Include following steps:
S1 installs the main body steel construction in wall body structure, then mounting purlines and lining, acceptance(check) after installation is complete;
The assembled is moved the original position that shield cage is fixed on wall body structure by S2, and along the length direction of the main upright bar The Side fascia of wall body structure is from top to bottom installed successively;
S3 is after after the Side fascia of said units, installation is complete, by the top fixed cell, the bottom fixed cell, described Drawknot component is moved to adjacent unit by cage is protected, then carries out the Side fascia installation of the unit;
S4 completes the installation of Side fascia, acceptance(check).
CN201810204802.2A 2018-03-13 2018-03-13 Assembled movable protective cage and construction method thereof Active CN108487621B (en)

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CN201810204802.2A CN108487621B (en) 2018-03-13 2018-03-13 Assembled movable protective cage and construction method thereof

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CN109610852A (en) * 2018-11-26 2019-04-12 中冶天工集团有限公司 A kind of scaffold horizontal transporter and its application method

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CN2143248Y (en) * 1992-09-14 1993-10-06 上海市奉贤轻工机械一厂 Moveable assembled scaffold
CN2500745Y (en) * 2001-09-24 2002-07-17 缪继涛 Hanging scaffold
DE202007007061U1 (en) * 2007-05-16 2007-08-02 Petras, Eckhart Biogas system container stand, has stand body that stands perpendicular in operating condition, and wheel arrangement provided for driving stand body, and arranged at stand head and provided with drive mechanism
CN101481927A (en) * 2008-01-08 2009-07-15 淄博豪特集成房屋制造有限公司 Assembled integrated house component and building method of integrated house
KR20110009738A (en) * 2009-07-15 2011-01-31 진명환경산업 주식회사 Electric rail car for high-place works
CN204571263U (en) * 2015-03-16 2015-08-19 中建八局第一建设有限公司 A kind of combined type hanger voluntarily
CN204754160U (en) * 2015-01-22 2015-11-11 江苏中南建筑产业集团有限责任公司 Rail mounted removes work platform

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CN2143248Y (en) * 1992-09-14 1993-10-06 上海市奉贤轻工机械一厂 Moveable assembled scaffold
CN2500745Y (en) * 2001-09-24 2002-07-17 缪继涛 Hanging scaffold
DE202007007061U1 (en) * 2007-05-16 2007-08-02 Petras, Eckhart Biogas system container stand, has stand body that stands perpendicular in operating condition, and wheel arrangement provided for driving stand body, and arranged at stand head and provided with drive mechanism
CN101481927A (en) * 2008-01-08 2009-07-15 淄博豪特集成房屋制造有限公司 Assembled integrated house component and building method of integrated house
KR20110009738A (en) * 2009-07-15 2011-01-31 진명환경산업 주식회사 Electric rail car for high-place works
CN204754160U (en) * 2015-01-22 2015-11-11 江苏中南建筑产业集团有限责任公司 Rail mounted removes work platform
CN204571263U (en) * 2015-03-16 2015-08-19 中建八局第一建设有限公司 A kind of combined type hanger voluntarily

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109610852A (en) * 2018-11-26 2019-04-12 中冶天工集团有限公司 A kind of scaffold horizontal transporter and its application method

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