CN108222482B - Gate-type self-adapting stretching hydraulic climbing plateform system and its method of climbing - Google Patents

Gate-type self-adapting stretching hydraulic climbing plateform system and its method of climbing Download PDF

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Publication number
CN108222482B
CN108222482B CN201711323982.8A CN201711323982A CN108222482B CN 108222482 B CN108222482 B CN 108222482B CN 201711323982 A CN201711323982 A CN 201711323982A CN 108222482 B CN108222482 B CN 108222482B
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China
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wall
climbing
load
guide rail
construction section
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CN108222482A (en
Inventor
龚剑
潘曦
黄玉林
扶新立
顾国明
夏卫庆
顾建财
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Shanghai Construction Group Co Ltd
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Shanghai Construction Group Co Ltd
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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
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28Mobile scaffolds; Scaffolds with mobile platforms
    • 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
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28Mobile scaffolds; Scaffolds with mobile platforms
    • E04G2003/286Mobile scaffolds; Scaffolds with mobile platforms mobile vertically

Abstract

The invention discloses a kind of gate-type self-adapting stretching hydraulic climbing plateform system and its methods of climbing, the plateform system includes top frame platform, two vertical frame bodies and several mechanical systems of climbing, two vertical frame bodies pass through at least two mechanical systems of climbing respectively and are relatively arranged on the wall inner wall of Core Walls Structure, the upper end of two vertical frame bodies connect to form a gate-type frame body with the both ends of the top frame platform respectively, mechanical system of each climbing includes several wall-attaching equipments, load-bearing hook and mechanical climbing device, load-bearing hook is connect with vertical frame body and mechanical climbing device respectively, gate-type self-adapting stretching hydraulic climbing plateform system, it further include a horizontal position by adjusting load-bearing hook so that the regulating mechanism that mechanical system of climbing can climb in the changed position of wall inner wall spacing of Core Walls Structure, its energy Solve the problems, such as to be not used to the concrete core cylinder interior construction that wall is shunk at the attachment of seat in the plane present in existing hydraulic climbing platform.

Description

Gate-type self-adapting stretching hydraulic climbing plateform system and its method of climbing
Technical field
The invention belongs to Construction Technology field more particularly to a kind of gate-type self-adapting stretching hydraulic climbing plateform systems And its method of climbing.
Background technique
Hydraulic climbing formwork technology is common construction technology when high-rise, super high rise building concrete core cylinder is built.
Chinese patent 200310108851.X " double-acting hydraulic climbing die block system " discloses one kind on November 10th, 2004 Be attached to the double-acting hydraulic climbing die block system of surface of wall, comprising: template system, attached wall system, guidance system, anti-drop system, Climbing scaffold system synchronizes monitoring system of climbing, hydraulic system, which has mechanization degree height, the degree of automation High, the advantages that climbing speed is fast.Chinese patent 200820150610.X " double-acting integral hydraulic automatic lifting platform system " A kind of double-acting integral hydraulic automatic lifting platform system was disclosed on 07 08th, 2009, including mechanical system of climbing And operating platform, when construction, can achieve process and simplify, save the cost is easy to control and other effects.Above two climbing form system exists When concrete core tube construction, since frame body system occupies, construction space is excessive, and horizontal floor generally lags vertical wall construction, It can not be poured with vertical wall same layer.
On this basis, paper " application of the hydraulic climbing formwork in Core Walls Structure escalator floor synchronous construction " discloses one kind For elevator cup floor and structure sheaf synchronize the hydraulic climbing formwork platform and its construction technology process that pour.The platform is in water In the hole of flat floor two sides, be respectively set two sets it is independent be attached to vertical wall jumping formwork cellular system, pass through top Frame connects two sets of jumping formwork cellular systems, the climbing platforms of door type structure is formed on facade, centre is vacated Position be used to carry out horizontal floor slab construction.This platform is only used for the shrinkage-free Core Walls Structure interior construction of wall.
Super high-rise building Core Walls Structure thickness of wall body can generally be shunk with the increase of height.And the table top frame Structural shape is the integral solder frame of non-telescope surplus, and is rigid connection with the type of attachment of lower part frame body, if two sides Frame attachment wall in seat in the plane is shunk, and it is mutually stuck to will lead to frame structure horizontal direction, to make entire plateform system can not It climbs upwards.Therefore, which is not used to the concrete core cylinder interior construction of two sides wall contraction.
In addition, the independent climbing system of top frame two sides is it sometimes appear that climb not during this platform lifting Synchronous situation makes top frame run-off the straight, so that shelf component be caused to deform or destroy, there are security risks.
To solve the above-mentioned problems, the invention proposes one kind to have scalable top frame and unidirectional resilient supporting unit Gate-type self-adapting stretching hydraulic climbing plateform system and its seat in the plane frame attachment at wall shrink method of climbing.
Summary of the invention
The purpose of the present invention is to provide a kind of gate-type self-adapting stretching hydraulic climbing plateform system and its method of climbing, solutions The concrete core cylinder interior construction that wall is shunk at the attachment of seat in the plane is not used to present in certainly existing hydraulic climbing platform Problem, further solves the problems, such as hydraulic climbing system two sides climb it is asynchronous caused by frame structure deformation or destruction.
In order to solve the above technical problems, the present invention provides the following technical solution of hydraulic climbing plateform system:
A kind of gate-type self-adapting stretching hydraulic climbing plateform system, including top frame platform, two vertical frame bodies and Several mechanical systems of climbing, described two vertical frame bodies pass through at least two mechanical systems of climbing respectively and are relatively arranged on Core Walls Structure Wall inner wall on, the upper end of described two vertical frame bodies connect to form a door with the both ends of the top frame platform respectively Formula frame body, mechanical system of each climbing include the attached wall dress on at least three detachable wall inner walls for being installed on Core Walls Structure It sets, load-bearing hook and mechanical climbing device, the load-bearing hook are connect with vertical frame body and mechanical climbing device respectively, institute Gate-type self-adapting stretching hydraulic climbing plateform system is stated, further includes a horizontal position by adjusting load-bearing hook so that climbing Rise the regulating mechanism that mechanical system can climb in the changed position of wall inner wall spacing of Core Walls Structure.
Preferably, in above-mentioned gate-type self-adapting stretching hydraulic climbing plateform system, the regulating mechanism is set to institute It states on top frame platform, the top frame platform includes sleeve rack and the sliding rack positioned at sleeve rack two sides, and described two The upper end of a vertical frame body is connected with corresponding sliding rack respectively, and the regulating mechanism enables to the sliding rack relatively described Sleeve rack moves horizontally and sliding rack and sleeve rack can be fixed on desired position.
Preferably, in above-mentioned gate-type self-adapting stretching hydraulic climbing plateform system, the regulating mechanism includes several Bolt, the upper and lower side of side of the sliding rack towards sleeve rack are respectively equipped with the extension rod of several horizontal evaginations, the sleeve The two sides of frame have the horizontal bush protruded into for corresponding extension rod, open up row's limit hole, the extension on the horizontal bush It is equipped with a limit hole close to one end of sleeve rack on bar, the extension rod can slide in corresponding horizontal bush, each perpendicular It is connected respectively with sliding rack corresponding on top frame platform to the upper end of frame body, by adjusting extension rod and corresponding horizontal set Relative positional relationship between cylinder, the attached wall at place so that the wall inner wall spacing that load-bearing hook can hang over Core Walls Structure changes On device, by limit hole that bolt is arranged on horizontal bush fixed with the limit hole on corresponding extension rod sliding rack with Relative position between sleeve rack.
Preferably, in above-mentioned gate-type self-adapting stretching hydraulic climbing plateform system, the regulating mechanism further includes setting Several idler wheels being placed on every extension rod, the idler wheel are located at the inside of extension rod upper limit hole position, the idler wheel It can be rolled along the inner wall of corresponding horizontal bush, the idler wheel includes the upper roller being set on the extension rod being located above Be set to the bottom roller for being located below extension rod.
Preferably, in above-mentioned gate-type self-adapting stretching hydraulic climbing plateform system, the sleeve rack is by several parallel The vertical sleeve horse being arranged is by several first purlin connection compositions disposed in parallel, and sliding rack is by several disposed in parallel perpendicular To sliding horse by several second purlin connection compositions disposed in parallel, the sleeve horse includes the first top boom, first Lower boom and several first web members, first top boom, the first lower boom are connected by several first web members, the sliding Horse includes the second top boom, the second lower boom and several second web members, if second top boom, the second lower boom pass through Dry second web member connection, close to the part rod segment of corresponding sliding horse as the horizontal bush on the first upper and lower chord member, The rod segment of evagination is as the extension rod on the second upper and lower chord member.
Preferably, in above-mentioned gate-type self-adapting stretching hydraulic climbing plateform system, the horizontal bush that is located above with The extension rod being located above is rectangular tube, is provided on the extension rod being located above several for installing corresponding upper roller Roller shaft, the both ends of the upper roller shaft are fixed on the opposite side wall in the extension rod front and back being located above, and upper roller is sheathed on The outside of corresponding upper roller shaft can simultaneously be rotated relative to upper roller shaft;The underlying horizontal bush is rectangular tube, under being located at The extension rod of side is I-steel, several horizontal bottom roller axis is installed on the web of underlying extension rod, under described There are two bottom rollers, described two bottom rollers to be located at the two sides of the web of the underlying extension rod for installing on roller shaft.
Preferably, in above-mentioned gate-type self-adapting stretching hydraulic climbing plateform system, described two vertical frame bodies it is upper End is connected by the both ends of several one-way-sleeve tube-like elastic attachment devices for being only capable of stretching upwards and the top frame platform respectively Connect, the one-way-sleeve tube-like elastic attachment device include casing, shaft, spring, upper junction plate, lower connecting plate, spacer pin and Baffle, described sleeve pipe is vertically arranged with shaft, and upper junction plate is horizontally placed on the upper end of the shaft, the baffle and lower company Fishplate bar is horizontally placed on the upper and lower end of described sleeve pipe respectively, and the inner hole wall that the baffle corresponds to casing is opened up to be protruded into for shaft Baffle holes, the lower end of the shaft pass through baffle holes and protrude into inside pipe casing, and shaft can slide vertically along the inner hole wall of casing, institute It states and offers vertically arranged waist-shaped hole on the axle body of shaft, described sleeve pipe is equipped with a spacer pin, the spacer pin drawing-in The waist-shaped hole of the shaft, the spring are looped around on shaft and are located between upper junction plate and baffle, spring it is upper and lower End is respectively fixedly connected on upper junction plate and baffle, and the lower connecting plate is fixedly connected with the upper end of corresponding vertical frame, institute It states upper junction plate to be fixedly connected with top frame platform, the spring can only be pulled up, and the spacer pin is in not in spring Upper end when tensional state in the waist-shaped hole and positioned at waist-shaped hole.
Preferably, in above-mentioned gate-type self-adapting stretching hydraulic climbing plateform system, the machinery climbing device is also wrapped Include guide rail, supporting leg, load bearing cross beam, column, length Adjustable bracing bar, load-bearing hook, hydraulic cylinder, upper climbing device, under climb Device and Manual hydraulic jack for along inclined direction jacking guide rail, the vertical frame body be individually fixed in it is described at least On the load bearing cross beam of two mechanical systems of climbing, the load bearing cross beam, column, angularly disposed length Adjustable bracing bar with And load-bearing hook one triangular support configurations of composition, the side of the load-bearing hook are equipped with for being affiliated to the load-bearing in wall-attaching equipment The lower end of the other side of hook portion on pin, the load-bearing hook is fixedly connected with the upper end of column, and the load-bearing is linked up with another The upper end of side and one end pin joint of load bearing cross beam, the other end of load bearing cross beam and the upper end pin joint of length Adjustable bracing bar, institute The lower end of Adjustable bracing bar and the lower end pin joint of column are stated, pin joint is linked up in the upper end of the upper climbing device and load-bearing, described hydraulic The upper and lower end of oil cylinder is connect with the upper end of the lower end of upper climbing device and lower climbing device respectively, and the upper and lower climbing device is pacified respectively Loaded on guide rail.
Preferably, in above-mentioned gate-type self-adapting stretching hydraulic climbing plateform system, the machinery climbing device is also wrapped Include guide rail, supporting leg, load bearing cross beam, column, length Adjustable bracing bar, load-bearing hook, hydraulic cylinder, upper climbing device, under climb Device and Manual hydraulic jack for along inclined direction jacking guide rail, the vertical frame body be individually fixed in it is described at least On the load bearing cross beam of two mechanical systems of climbing, the load bearing cross beam, column, angularly disposed length Adjustable bracing bar with And load-bearing hook one triangular support configurations of composition, the side of the load-bearing hook are equipped with for being affiliated to the load-bearing in wall-attaching equipment The lower end of the other side of hook portion on pin, the load-bearing hook is fixedly connected with the upper end of column, and the load-bearing is linked up with another The upper end of side and one end pin joint of load bearing cross beam, the other end of load bearing cross beam and the upper end pin joint of length Adjustable bracing bar, institute The lower end of Adjustable bracing bar and the lower end pin joint of column are stated, pin joint is linked up in the upper end of the upper climbing device and load-bearing, described hydraulic The upper and lower end of oil cylinder is connect with the upper end of the lower end of upper climbing device and lower climbing device respectively, and the upper and lower climbing device is pacified respectively Loaded on guide rail, the regulating mechanism includes the horizontal concrete chute being set on load bearing cross beam, and the load bearing cross beam includes two back To carrying on the back spaced Two bors d's oeuveres channel steel and connecting the connector of two Two bors d's oeuveres channel steels, removable pin is equipped in the horizontal concrete chute The other side upper end of axis, the load-bearing hook is sheathed on the active pin shaft, passes through shifting of the active pin shaft in horizontal concrete chute It is dynamic to can be realized moving horizontally for load-bearing hook.
Preferably, in above-mentioned gate-type self-adapting stretching hydraulic climbing plateform system, the regulating mechanism includes setting In the horizontal concrete chute on load bearing cross beam, the load bearing cross beam includes two back-to-back spaced Two bors d's oeuveres channel steels and connection two The connector of a Two bors d's oeuveres channel steel, the horizontal concrete chute is interior to be equipped with active pin shaft, and the other side upper end of the load-bearing hook is sheathed on On the active pin shaft, moving horizontally for load-bearing hook can be realized by movement of the active pin shaft in horizontal concrete chute.
The invention also discloses a kind of method of climbing of gate-type self-adapting stretching hydraulic climbing plateform system as described above, It is described machinery climbing device further include guide rail, supporting leg, load bearing cross beam, column, length Adjustable bracing bar, load-bearing hook, it is hydraulic Oil cylinder, upper climbing device, lower climbing device and the Manual hydraulic jack for along inclined direction jacking guide rail, the vertical frame Body be individually fixed in described at least two climb mechanical system the load bearing cross beam on, the load bearing cross beam, oblique is set column The length Adjustable bracing bar set and load-bearing hook one triangular support configurations of composition, the side of the load-bearing hook, which is equipped with, to be used for The hook portion being affiliated on the bearing pin of wall-attaching equipment, the fixed company in upper end of the lower end and column of the other side of the load-bearing hook It connects, the upper end of the other side of the load-bearing hook and one end pin joint of load bearing cross beam, the other end and length of load bearing cross beam are adjustable The upper end pin joint of support rod, the lower end of the Adjustable bracing bar and the lower end pin joint of column, the upper end of the upper climbing device with hold Pin joint is linked up with again, and the upper and lower end of the hydraulic cylinder is connect with the upper end of the lower end of upper climbing device and lower climbing device respectively, institute It states upper and lower climbing device to be respectively arranged on guide rail, described method includes following steps:
Step 1 after the completion of n-th layer structure construction section concrete pours, removes the big mould of steel, the wall of n-th layer structure construction section Thickness of wall body contraction of the body thickness with respect to (n-1)th layer of structure construction section causes distance between Core Walls Structure wall inner wall to become larger, n-th Wall-attaching equipment is installed on the pre-embedded bolt of the inside wall of layer structure construction section, while binding (n+1)th layer of structure construction section reinforcing bar, Wherein n is the natural number more than or equal to 3;
Step 2, hydraulic cylinder are jacked under guide rail to the wall-attaching equipment of (n-1)th layer of structure construction section by upper and lower climbing device It holds at 80-120mm, removes the wall-attaching equipment in the n-th -2 layers structure construction section;
Step 3 disposes Manual hydraulic jack between the lower end and wall inner wall of guide rail;
Step 4 shortens length Adjustable bracing bar, while being jacked up guide rail lower end by Manual hydraulic jack, makes guide rail Top is tilted to wall inner wall;
Step 5 will climb after guide rail gradient meets the requirement of the wall-attaching equipment of guide rail insertion n-th layer structure construction section The supporting leg for rising mechanical device holds out against wall inner wall, unclamps Manual hydraulic jack;
Step 6 is continued to jack guide rail by hydraulic cylinder, is inserted and fixed the upper end in the attached of n-th layer structure construction section On wall device;
Step 7, repeats step 1 to step 6 the wall-attaching equipment so that this each climbs in mechanical system with lead Rail climbs in place;
Step 8 unclamps all bolts on top frame platform, the supporting leg for the mechanical device that climbs is withdrawn in wall Wall is moved upwards by hydraulic cylinder jacking top frame platform along guide rail, during jacking, gradually adjustment length adjustable supports The length of bar makes load bearing cross beam remain horizontal, and sliding rack can automatically move during jacking and adjust itself and sleeve The relative positional relationship of frame;
After top frame deck roof is raised to position, the attached wall that load-bearing hook is fixed on n-th layer structure construction section is filled for step 9 It sets, using the positional relationship between the fixed sliding rack of bolt and sleeve rack, the supporting leg for the mechanical device that climbs is held out against again Wall inner wall, in (n+1)th layer of structure construction section installation pre-embedded bolt and the big mould of steel, casting concrete;
Step 10 repeats step 1 to step 9, realizes and climbs operation in continuous thickness of wall body variation construction section, final complete It constructs at concrete core barrel structure.
The invention also discloses a kind of method of climbing of gate-type self-adapting stretching hydraulic climbing plateform system as described above, Include the following steps:
Step 1 after the completion of n-th layer structure construction section concrete pours, removes the big mould of steel, the wall of n-th layer structure construction section Thickness of wall body contraction of the body thickness with respect to (n-1)th layer of structure construction section causes distance between Core Walls Structure wall inner wall to become larger, n-th Wall-attaching equipment is installed on the pre-embedded bolt of the inside wall of layer structure construction section, while binding (n+1)th layer of structure construction section reinforcing bar, Wherein n is the natural number more than or equal to 3;
Step 2, hydraulic cylinder are jacked under guide rail to the wall-attaching equipment of (n-1)th layer of structure construction section by upper and lower climbing device It holds at 80-120mm, removes the wall-attaching equipment in the n-th -2 layers structure construction section;
Step 3 disposes Manual hydraulic jack between the lower end and wall inner wall of guide rail;
Step 4 shortens length Adjustable bracing bar, while being jacked up guide rail lower end by Manual hydraulic jack, makes guide rail Top is tilted to wall inner wall;
Step 5 will climb after guide rail gradient meets the requirement of the wall-attaching equipment of guide rail insertion n-th layer structure construction section The supporting leg for rising mechanical device holds out against wall inner wall, unclamps Manual hydraulic jack;
Step 6 is continued to jack guide rail by hydraulic cylinder, is inserted and fixed the upper end in the attached of n-th layer structure construction section On wall device;
Step 7, repeats step 1 to step 6 the wall-attaching equipment so that this each climbs in mechanical system with lead Rail climbs in place;
The supporting leg for the mechanical device that climbs is withdrawn wall inner wall by step 8, jacks gate-type frame body by hydraulic cylinder jacking It is moved upwards along inclined guide rails, with the jacking of jacking gate-type frame body, lifting device draws load-bearing hook along corresponding laterally sliding Slot slides to wall inner wall direction, observes load-bearing on one side and links up with the sliding situation in the horizontal concrete chute of load bearing cross beam, adjusts on one side Length Adjustable bracing bar is saved, load bearing cross beam is made to remain horizontal;
After deck roof is raised to position, load-bearing hook is fixed in the wall-attaching equipment of n-th layer structure construction section for step 9, will The supporting leg of mechanical device of climbing holds out against wall inner wall again, in (n+1)th layer of structure construction section installation pre-embedded bolt and the big mould of steel, Casting concrete;
Step 10 repeats step 1 to step 9, it can be achieved that climbing operation in continuous thickness of wall body variation construction section, finally Complete the construction of concrete core barrel structure.
The invention also discloses a kind of method of climbing of gate-type self-adapting stretching hydraulic climbing plateform system as described above, Described method includes following steps:
Step 1 after the completion of n-th layer structure construction section concrete pours, removes the big mould of steel, the wall of n-th layer structure construction section Thickness of wall body contraction of the body thickness with respect to (n-1)th layer of structure construction section causes distance between Core Walls Structure wall inner wall to become larger, n-th Wall-attaching equipment is installed on the pre-embedded bolt of the inside wall of layer structure construction section, while binding (n+1)th layer of structure construction section reinforcing bar, Wherein n is the natural number more than or equal to 3;
Step 2, hydraulic cylinder are jacked under guide rail to the wall-attaching equipment of (n-1)th layer of structure construction section by upper and lower climbing device It holds at 80-120mm, removes the wall-attaching equipment in the n-th -2 layers structure construction section;
Step 3 disposes Manual hydraulic jack between the lower end and wall inner wall of guide rail;
Step 4 shortens length Adjustable bracing bar, while being jacked up guide rail lower end by Manual hydraulic jack, makes guide rail Top is tilted to wall inner wall;
Step 5 will climb after guide rail gradient meets the requirement of the wall-attaching equipment of guide rail insertion n-th layer structure construction section The supporting leg for rising mechanical device holds out against wall inner wall, unclamps Manual hydraulic jack;
Step 6 is continued to jack guide rail by hydraulic cylinder, is inserted and fixed the upper end in the attached of n-th layer structure construction section On wall device;
Step 7, repeats step 1 to step 6 the wall-attaching equipment so that this each climbs in mechanical system with lead Rail climbs in place;
The supporting leg for the mechanical device that climbs is withdrawn wall inner wall by step 8, jacks gate-type frame body by hydraulic cylinder jacking It is moved upwards along inclined guide rails, with the jacking of jacking gate-type frame body, lifting device draws load-bearing hook along corresponding laterally sliding Slot slides to wall inner wall direction, observes load-bearing on one side and links up with the sliding situation in the horizontal concrete chute of load bearing cross beam, adjusts on one side Length Adjustable bracing bar is saved, load bearing cross beam is made to remain horizontal;
Step 9 unclamps the institute on top frame platform after load-bearing hook slides onto the end of corresponding horizontal concrete chute Have bolt, the supporting leg for the mechanical device that climbs withdrawn into wall inner wall, from hydraulic cylinder jacking top frame platform along guide rail to Upper movement, during jacking, gradually the length of adjustment length Adjustable bracing bar, makes load bearing cross beam remain horizontal, and sliding The relative positional relationship for adjusting itself and sleeve rack can be automatically moved during jacking by moving frame;
After top frame deck roof is raised to position, the attached wall that load-bearing hook is fixed on n-th layer structure construction section is filled for step 10 It sets, using the positional relationship between the fixed sliding rack of bolt and sleeve rack, the supporting leg for the mechanical device that climbs is held out against again Wall inner wall, in (n+1)th layer of structure construction section installation pre-embedded bolt and the big mould of steel, casting concrete;
Step 11 repeats step 1 to step 10, realizes and climbs operation in continuous thickness of wall body variation construction section, finally Complete the construction of concrete core barrel structure.
By techniques disclosed above scheme it is found that compared with prior art, beneficial effects of the present invention are as follows:
(1) gate-type self-adapting stretching hydraulic climbing plateform system provided by the invention and its method of climbing, by adjusting machine Structure adjusts the horizontal position of load-bearing hook, and mechanical system of climbing can be enabled to become in the wall inner wall spacing of Core Walls Structure The position (such as thickness of wall body contraction place of Core Walls Structure) of change is climbed, to solve present in existing hydraulic climbing plateform system It is not used to the concrete core cylinder interior construction of the installed position thickness of wall body contraction of i.e. wall-attaching equipment at the attachment of seat in the plane Problem.
(2) gate-type self-adapting stretching hydraulic climbing plateform system provided by the invention and its method of climbing, the adjusting machine Structure is set on the top frame platform, and the top frame platform includes sleeve rack and the sliding positioned at sleeve rack two sides Frame, the upper end of described two vertical frame bodies are connected with corresponding sliding rack respectively, and the regulating mechanism enables to the sliding The relatively described sleeve rack of frame moves horizontally and sliding rack and sleeve rack can be fixed on desired position.Sliding rack is opposite The load-bearing hook that the sleeve rack is able to drive on corresponding vertical frame body when mobile moves horizontally, so that load-bearing hook can be hung In the wall-attaching equipment that the wall inner wall spacing of Core Walls Structure changes place, as the exterior surface of wall of Core Walls Structure flushes but wall is thick Spend shrink wall inner wall on wall-attaching equipment on, enable climb mechanical system Core Walls Structure wall inner wall spacing occur It climbs at variation.The wall inner wall spacing variation of large range of Core Walls Structure may be implemented in the regulating mechanism.
(3) gate-type self-adapting stretching hydraulic climbing plateform system provided by the invention and its method of climbing, the adjusting machine Structure includes the horizontal concrete chute being set on load bearing cross beam, and the load bearing cross beam includes two back-to-back spaced Two bors d's oeuveres channel steels And the connector of two Two bors d's oeuveres channel steels of connection, the horizontal concrete chute is interior to be equipped with active pin shaft, the other side of the load-bearing hook Upper end is sheathed on the active pin shaft, can be realized the level of load-bearing hook by movement of the active pin shaft in horizontal concrete chute It is mobile.When the wall inner wall spacing of Core Walls Structure changes, active pin shaft can be moved along horizontal concrete chute automatically, so that load-bearing The horizontal position variation of wall-attaching equipment caused by hook is adapted to because of the variation of wall inner wall spacing, to realize plateform system in wall Climbing at inner wall spacing variation.
(4) gate-type self-adapting stretching hydraulic climbing plateform system provided by the invention and its method of climbing, it is described two perpendicular It is flat by several one-way-sleeve tube-like elastic attachment devices for being only capable of stretching upwards and the top frame respectively to the upper end of frame body The both ends of platform connect, and are to uphold since spring can only be pulled up, cannot compress downwards, climb gate-type self-adapting stretching is hydraulic Under peaceful system construction state, spacer pin is located at the upper end in the waist-shaped hole and being located at waist-shaped hole, can be effectively by top Load and self weight on portion's framework platform are transmitted to vertical frame body without flexible deformation, keep top frame platform safety flat Surely;Under gate-type self-adapting stretching hydraulic climbing plateform system climb mode, if vertical frame body is asynchronous, there is difference in height, then The extending certain distance of unidirectional flexible connector positioned at downside compensates, to avoid top frame platform and vertical frame body Stuck or damage.
Detailed description of the invention
Fig. 1 is the gate-type self-adapting stretching hydraulic climbing plateform system of one embodiment of the invention between Core Walls Structure wall inner wall Away from usage state diagram when not changing.
Fig. 2 is the structural schematic diagram of mechanical climbing device in one embodiment of the invention.
Fig. 3 is the scheme of installation of upper and lower climbing device and guide rail in one embodiment of the invention.
Fig. 4 is the gate-type self-adapting stretching hydraulic climbing plateform system of one embodiment of the invention between Core Walls Structure wall inner wall Away from usage state diagram when changing.
Fig. 5 is the schematic view of facade structure of top frame platform in one embodiment of the invention.
Fig. 6 is the overlooking structure diagram of top frame platform in one embodiment of the invention.
Fig. 7 is the structural schematic diagram of one embodiment of the invention middle sleeve frame.
Fig. 8 is the structural schematic diagram of sliding rack in one embodiment of the invention.
Fig. 9 is the A-A cross-sectional view of Fig. 5.
Figure 10 is the B-B cross-sectional view of Fig. 5.
Figure 11 is the structural schematic diagram of one embodiment of the invention middle sleeve formula elastic connecting device.
Figure 12 is the C-C cross-sectional view of Figure 11.
Figure 13 is the structure sectional view of one embodiment of the invention middle sleeve.
Figure 14 is the structure sectional view of one embodiment of the invention central shaft rod.
In figure: 1- top frame platform, 110- sleeve rack, 111- horizontal bush, the first purlin of 112-, 113- first are limited Position hole, 120- sliding rack, 121- extension rod, the second purlin of 122-, the second limit hole of 123-, 130- checkered steel plate, the vertical frame of 2- Body, 21- equipment operation frame, 22- template operation frame, 23- support beam, 3- wall, 31- pre-embedded bolt, 4- wall-attaching equipment, 5- are held Hook, 61- bolt, 62- upper roller, 63- bottom roller again, 64- upper roller shaft, 65- bottom roller axis, 66- horizontal concrete chute, 67- are living It is connected under dynamic pin shaft, 7- one-way-sleeve tube-like elastic attachment device, 71- casing, 72- shaft, 73- spring, 74- upper junction plate, 75- Plate, 76 spacer pins, 77- baffle, 8- guide rail, 9- supporting leg, 10- load bearing cross beam, 11- column, 12- length Adjustable bracing bar, Climbing device under the upper climbing device of 13- hydraulic cylinder, 14-, 15-, 141/151- reversing switch, the big mould of 17- steel, the horizontal floor of 18-, 19- scaffold.
Specific embodiment
The present invention is described in further detail below in conjunction with the drawings and specific embodiments.According to following explanation and right Claim, advantages and features of the invention will become apparent from.This hair will be described in detail by cited embodiment combination attached drawing below Bright technology contents and feature.Need in addition it illustrate, attached drawing is all made of very simplified form and uses non-accurate ratio Example, only for the purpose of facilitating and clarifying the purpose of the embodiments of the invention.For sake of convenience, "upper" described below, "lower" is consistent with the upper and lower direction of attached drawing, but this can't be the limitation of technical solution of the present invention.
Embodiment one
Please refer to Fig. 1 to Figure 14, a kind of gate-type self-adapting stretching hydraulic climbing plateform system of the present embodiment, including top frame 1, two vertical frame body 2 of body panel and several mechanical systems of climbing, described two vertical frame bodies 2 are climbed by least two respectively Rise mechanical system be relatively arranged on 3 inner wall of wall of Core Walls Structure, the upper end of described two vertical frame bodies 2 respectively with the top The both ends of framework platform 1 connect to form a gate-type frame body, and mechanical system of each climbing includes at least three detachable installations In wall-attaching equipment 4, load-bearing hook 5 and mechanical climbing device on 3 inner wall of wall of Core Walls Structure, 5 difference of load-bearing hook It is connect with vertical frame body 2 and mechanical climbing device, the gate-type self-adapting stretching hydraulic climbing plateform system, further includes one By adjusting the horizontal position of load-bearing hook 5 so that mechanical system of climbing can occur in the 3 inner wall spacing of wall of Core Walls Structure The regulating mechanism that the position of variation is climbed.The horizontal position that load-bearing hook 5 is adjusted by regulating mechanism, can make the machine of climbing Tool system can be in the 3 changed position of inner wall spacing of wall (such as at 3 thickness contraction of wall of Core Walls Structure) of Core Walls Structure It climbs, to solve to be not used at the attachment of seat in the plane (the installation position of wall-attaching equipment 4 present in existing hydraulic climbing plateform system Set) wall 3 shrink concrete core cylinder interior construction the problem of.
Preferably, in above-mentioned gate-type self-adapting stretching hydraulic climbing plateform system, the machinery climbing device is also wrapped It includes guide rail 8, supporting leg 9, load bearing cross beam 10, column 11, length Adjustable bracing bar 12, load-bearing hook 5, hydraulic cylinder 13, swash Device 14, lower climbing device 15 and the Manual hydraulic jack for along inclined direction jacking guide rail 8, the vertical frame body 2 is risen to divide Be not fixed on described at least two climb mechanical system the load bearing cross beam 10 on, it is the load bearing cross beam 10, column 11, oblique 5 one triangular support configurations of composition of the length Adjustable bracing bar 12 of setting and load-bearing hook, the side of the load-bearing hook 5 is set There are the hook portion for being affiliated on the bearing pin of wall-attaching equipment 4, the lower end of the other side of the load-bearing hook 5 and column 11 Upper end is fixedly connected, the upper end of the other side of the load-bearing hook 5 and one end pin joint of load bearing cross beam 10, load bearing cross beam 10 The upper end pin joint of the other end and length Adjustable bracing bar 12, the lower end of the Adjustable bracing bar and the lower end pin joint of column 11, institute 5 pin joints are linked up in the upper end and load-bearing for stating climbing device 14, and the upper and lower end of the hydraulic cylinder 13 is respectively and under upper climbing device 14 End and the connection of the upper end of lower climbing device 15, the upper and lower climbing device are respectively arranged on guide rail 8, the upper and lower climbing device energy It is enough individually fixed on guide rail 8, the upper and lower climbing device can be moved up and down respectively along guide rail 8.When load-bearing hook 5 is hung over When in wall-attaching equipment 4, load bearing cross beam 10 keeps horizontality, adjustable by the length of adjustment length Adjustable bracing bar 12 The angle of climbing of guide rail 8;When load-bearing hook 5 leaves wall-attaching equipment 4, the gradient of guide rail 8 is remained unchanged, and passes through adjustment length The length of Adjustable bracing bar 12 can make load bearing cross beam 10 keep horizontality.The upper climbing device and lower climbing device are also referred to as Upper commutation anti-fall device and lower commutation anti-fall device.The upper climbing device 14 and lower climbing device 15 are respectively provided with a reversing switch 141,151, when reversing switch upward when, the upper climbing device or the lower climbing device can only be moved downward along guide rail, when When the upper climbing device or the lower climbing device move upwards, it will be stuck with guide rail, so that guide rail be driven to move upwards. When reversing switch downward when, the upper climbing device or the lower climbing device can only be moved upwards along guide rail, be swashed when described When rising device or the lower climbing device to be moved downward, guide rail is stuck.Due to guide rail 8, length Adjustable bracing bar 12, liquid Compressing cylinder 13, hydraulic cylinder 13, upper climbing device 14, lower climbing device 15 specific structure be the prior art, herein without repeating.
In order to enable vertical frame body 2 and load bearing cross beam stable connection, the vertical frame body 2 include equipment operation frame 21, mould Plate crosshead 22 and at least two support beams 23 disposed in parallel, the support beam 23 are set to described at least two It climbs on the load bearing cross beam 10 of mechanical device, the support beam 23 and load bearing cross beam 10 are perpendicular, the equipment operation Frame 21 is set to the lower section of the support beam 23, and the template operation frame 22 is set to the top of the support beam 23, institute The upper end for stating template operation frame 22 is connected with corresponding sliding rack 120.
Preferably, in above-mentioned gate-type self-adapting stretching hydraulic climbing plateform system, the regulating mechanism is set to institute It states on top frame platform 1, the top frame platform 1 includes sleeve rack 110 and the sliding rack positioned at 110 two sides of sleeve rack 120, the upper end of described two vertical frame bodies 2 is connected with corresponding sliding rack 120 respectively, and the regulating mechanism enables to institute The relatively described sleeve rack 110 of sliding rack 120 is stated to move horizontally and sliding rack 120 and sleeve rack 110 can be fixed on required Position on.Sliding rack 120 links up with 5 water relative to the load-bearing that the sleeve rack 110 was able to drive on corresponding vertical frame body 2 when mobile Translation is dynamic, so that load-bearing hook 5 can be hung on the 3 changed position of inner wall spacing of wall of Core Walls Structure, such as Core Walls Structure 3 outer surface of wall flush but on 3 inner wall of wall of 3 thickness contraction of wall, enable and climb mechanical system in Core Walls Structure The 3 inner wall spacing place of changing of wall climbs.
Preferably, in above-mentioned gate-type self-adapting stretching hydraulic climbing plateform system, the regulating mechanism includes several The upper and lower side of bolt 61, the side of the sliding rack 120 towards sleeve rack 110 is respectively equipped with the extension rod of several horizontal evaginations 121, the two sides of the sleeve rack 110 have a horizontal bush 111 protruded into for corresponding extension rod 121, on the horizontal bush 111 Row's limit hole i.e. the first limit hole 113 is opened up, one end of close sleeve rack 110 is equipped with a limit hole on the extension rod 121 That is the second limit hole 123, the extension rod 121 can slide in corresponding horizontal bush 111, and each vertical frame body 2 is upper End is connected with sliding rack 120 corresponding on top frame platform 1 respectively, by adjusting extension rod 121 and corresponding horizontal bush Relative positional relationship between 111, the 3 inner wall spacing of wall for enabling load-bearing hook 5 to hang over Core Walls Structure change place In wall-attaching equipment 4, pass through limit hole that bolt 61 is arranged on horizontal bush 111 and the limit hole on corresponding extension rod 121 Come the relative position fixed between sliding rack 120 and sleeve rack 110.
Preferably, in above-mentioned gate-type self-adapting stretching hydraulic climbing plateform system, the regulating mechanism further includes setting Several idler wheels being placed on every extension rod 121, the idler wheel are located at the inside of 121 upper limit hole position of extension rod, institute Stating idler wheel can roll along the inner wall of corresponding horizontal bush 111, and the idler wheel includes being set to the extension rod being located above Upper roller 62 on 121 and it is set to the bottom roller 63 for being located below extension rod 121.By the way that idler wheel is arranged, extension can be convenient Bar 121 slides in corresponding horizontal bush 111, reduces resistance, is conducive to extension rod 121 and corresponding 111 pine of horizontal bush It freely opposite can be slided after opening bolt 61.
Preferably, in above-mentioned gate-type self-adapting stretching hydraulic climbing plateform system, the horizontal bush 111 that is located above It is rectangular tube with the extension rod 121 being located above, is provided on the extension rod 121 being located above several corresponding for installing The opposite side in 121 front and back of extension rod being located above is fixed at the upper roller shaft 64 of idler wheel 62, the both ends of the upper roller shaft 64 On wall, upper roller 62 is sheathed on the outside of corresponding upper roller shaft 64 and can rotate relative to upper roller shaft 64;It is described underlying Horizontal bush 111 is rectangular tube, and underlying extension rod 121 is I-steel, is pacified on the web of underlying extension rod 121 Several horizontal bottom roller axis 65 are filled, there are two bottom roller 63, described two bottom rollers for installing on the bottom roller axis 65 63 are located at the two sides of the web of the underlying extension rod 121.Upper roller 62 and bottom roller 63 may be implemented in above structure Stablize installation, and the stability mobile relative to corresponding horizontal bush 111 of extension rod 121 can be improved, and reduce extension rod 121 frictional resistance between corresponding horizontal bush 111.
Preferably, in above-mentioned gate-type self-adapting stretching hydraulic climbing plateform system, the sleeve rack 110 is by several Vertical sleeve horse disposed in parallel is by several connection of first purlin 112 compositions disposed in parallel, and sliding rack 120 is by several flat For the vertical sliding horse of row setting by several second purlins 122 disposed in parallel connection compositions, the sleeve horse includes the One top boom, the first lower boom and several first web members, first top boom, the first lower boom pass through several first web members Connection, the sliding horse include the second top boom, the second lower boom and several second web members, second top boom, the Two lower booms are connected by several second web members, and the part rod segment on the first upper and lower chord member close to corresponding sliding horse is made For the horizontal bush 111, the rod segment of evagination is as the extension rod 121 on the second upper and lower chord member.The set of above structure Tub 110 and sliding rack 120 have enough strength and stabilities, and processing is facilitated to use.
In addition, the top surface of the top frame platform 1 is laid with checkered steel plate 130, and the two of the top frame platform 1 Side is equipped with the turnover panel for covering gap between top frame platform 1 and wall 3.
Preferably, in above-mentioned gate-type self-adapting stretching hydraulic climbing plateform system, described two vertical frame bodies 2 Upper end passes through the both ends of several the one-way-sleeve tube-like elastic attachment devices for being only capable of stretching upwards and the top frame platform 1 respectively Connection is able to solve in existing hydraulic climbing plateform system since plateform system two sides mechanical system of climbing is climbed asynchronous cause Gate-type frame body deformation or destroy the problem of.Specifically, the one-way-sleeve tube-like elastic attachment device 7 includes casing 71, axis Bar 72, spring 73, upper junction plate 74, lower connecting plate 75, spacer pin 76 and baffle 77, described sleeve pipe 71 are vertically set with shaft 72 It sets, the upper junction plate 74 is horizontally placed on the upper end of the shaft 72, and the baffle 77 and lower connecting plate 75 are horizontal respectively It is set to the upper and lower end of described sleeve pipe 71, the inner hole wall of the corresponding casing 71 of the baffle 77 opens up the baffle protruded into for shaft 72 Hole, the lower end of the shaft 72 pass through baffle holes and protrude into inside casing 71, and shaft 72 can vertically be slided along the inner hole wall of casing 71 It is dynamic, vertically arranged waist-shaped hole is offered on the axle body of the shaft 72, described sleeve pipe 71 is equipped with a spacer pin 76, described The waist-shaped hole of shaft 72 described in 76 drawing-in of spacer pin, the spring 73 are looped around on shaft 72 and are located in 74 He of upper junction plate Between baffle 77, the upper and lower end of spring 73 is respectively fixedly connected on upper junction plate 74 and baffle 77, the lower connecting plate 75 It is fixedly connected with the upper end of corresponding vertical frame body 2, the upper junction plate 75 is fixedly connected with top frame platform 1, the bullet Spring 73 can only be pulled up, and the spacer pin 76 is located in the waist-shaped hole when spring 73 is in unstretched state and is located at waist The upper end of type hole.
By the above-mentioned tectonic type of one-way-sleeve tube-like elastic attachment device 7, spring 73 can only be stretched, and cannot be compressed, therefore, Under Construction State, the load on top frame platform 1 effectively can be transmitted to the vertical frame body 2 in lower part without sending out with self weight Raw flexible deformation, keeps 1 safety and steady of top frame platform;Under climb mode, if vertical frame body 2 is asynchronous, there is height Difference is then compensated positioned at the extending certain distance of unidirectional flexible connector of downside, to avoid component stuck or damage. Therefore, the bushing type elastic connecting device of the invention with spacer pin 76, even if in the nonsynchronous situation of vertical frame body 2, The deformation of gate-type frame body, destruction and the top frame platform of top frame platform and vertical frame body 2 composition can effectively be avoided and erected The problems such as mutually stuck to frame body 2, manual intervention amount is few, effectively increases construction efficiency, ensures that mould bases climbs construction safety.
The method of climbing of the gate-type self-adapting stretching hydraulic climbing plateform system of the present embodiment, the method includes walking as follows It is rapid:
Step 1 after the completion of n-th layer structure construction section concrete pours, removes the big mould of steel, the wall of n-th layer structure construction section 3 thickness of body causes distance between 3 inner wall of Core Walls Structure wall to become larger with respect to 3 thickness contraction of wall of (n-1)th layer of structure construction section, Wall-attaching equipment 4 is installed on the pre-embedded bolt 31 of the inside wall 3 of n-th layer structure construction section, while binding (n+1)th layer of structure construction Section reinforcing bar, wherein n is the natural number more than or equal to 3;
Step 2, hydraulic cylinder 13 are filled by the attached wall that upper and lower climbing device jacks 8 to the (n-1)th layers of structure construction section of guide rail It sets at 4 lower end 80-120mm, removes the wall-attaching equipment 4 in the n-th -2 layers structure construction section.Hydraulic cylinder 13 by climbing above and below Device jack guide rail 8 when, the reversing switch of the upper climbing device and lower climbing device upward, the upper climbing device and it is described under climb Device can only opposite rail move downward, in other words, guide rail can only the relatively described upper climbing device and the lower climbing device move upwards. When the upper climbing device or the lower climbing device move upwards, will be stuck with guide rail, so that guide rail be driven to transport upwards It is dynamic.When hydraulic cylinder contracting cylinder, hydraulic cylinder gives one downward power of upper climbing device, gives lower climbing device one upward power, under It when climbing device moves upwards, is stuck with guide rail and drives guide rail upward, upper climbing device is fixed at this time on load-bearing hook, load-bearing Hook is fixed in wall-attaching equipment;When hydraulic cylinder stretches cylinder, hydraulic cylinder gives one upward power of upper climbing device, gives down and climbs One downward power of device, because upper climbing device and load-bearing hook connect, and the hook of load-bearing at this time is fixed in wall-attaching equipment, is swashed Liter device is fixed and blocks guide rail, and under the drive of hydraulic cylinder, opposite rail moves down lower climbing device.Hydraulic cylinder Telescoping cylinder repeatedly drives guide rail to move upwards.
Step 3 disposes Manual hydraulic jack between 3 inner wall of lower end and wall of guide rail 8.
Step 4 shortens length Adjustable bracing bar 12, while being jacked up 8 lower end of guide rail by Manual hydraulic jack, makes 8 top of guide rail is tilted to 3 inner wall of wall.
Step 5, after 8 gradient of guide rail meets the requirement for the wall-attaching equipment 4 that guide rail 8 is inserted into n-th layer structure construction section, The supporting leg 9 for the mechanical device that climbs is held out against into 3 inner wall of wall, unclamps Manual hydraulic jack.
Step 6 is continued to jack guide rail 8 by hydraulic cylinder 13, is inserted and fixed the upper end in n-th layer structure construction section Wall-attaching equipment 4 on.
Step 7, repeats step 1 to step 6 the wall-attaching equipment 4 so that this each climbs in mechanical system with lead Rail 8 climbs in place.
Step 8 unclamps all bolts 61 on top frame platform 1, the supporting leg 9 for the mechanical device that climbs is withdrawn wall 3 inner wall of body jacks top frame platform 1 by upper and lower climbing device by hydraulic cylinder 13 and moves upwards along guide rail 8, jacking Cheng Zhong, gradually the length of adjustment length Adjustable bracing bar 12, makes load bearing cross beam 10 remain horizontal, and sliding rack 120 is being pushed up The relative positional relationship for adjusting itself and sleeve rack 110 can be automatically moved during rising.The upper climbing device and lower climbing device Reversing switch downward, the upper climbing device and the lower climbing device can only opposite rail move upwards, when the upper climbing device Or the lower climbing device it is to be moved downward when, will be stuck with guide rail, it is described to swash since guide rail is stationary state at this time Liter device or the lower climbing device can be stuck in motionless on guide rail.Using the expanding-contracting action of hydraulic cylinder, so that the upper climbing device It is moved upwards in turn with the lower climbing device.When hydraulic cylinder contracting cylinder, upper climbing device and guide rail block can not be downward, under climb Device is moved upwards along guide rail;When hydraulic cylinder stretches cylinder, lower climbing device and guide rail block can not be downward, and upper climbing device is along leading Rail moves upwards.
Load-bearing hook 5 after the jacking in place of top frame platform 1, is fixed on the attached wall of n-th layer structure construction section by step 9 On device 4, using the positional relationship between the fixed sliding rack 120 of bolt 61 and sleeve rack 110, by the support for the mechanical device that climbs Leg 9 holds out against 3 inner wall of wall again, installs 31 bolts and the big mould 17 of steel, casting concrete in (n+1)th layer of structure construction section.
Step 10 repeats step 1 to step 9, realizes and climbs operation in continuous 3 thickness change construction section of wall, finally Complete the construction of concrete core barrel structure.
Embodiment two
Please continue to refer to Fig. 1 to Figure 14, the difference between this embodiment and the first embodiment lies in: the regulating mechanism only includes The horizontal concrete chute 66 being set on load bearing cross beam 10, the load bearing cross beam 10 include two back-to-back spaced Two bors d's oeuveres channel steels And the connector of two Two bors d's oeuveres channel steels of connection, the horizontal concrete chute 66 is interior to be equipped with active pin shaft 67, the load-bearing hook 5 Other side upper end is sheathed on the active pin shaft 67, can be realized by movement of the active pin shaft 67 in horizontal concrete chute 10 Load-bearing hook 5 moves horizontally.
The method of climbing of the gate-type self-adapting stretching hydraulic climbing plateform system of the present embodiment, includes the following steps:
Step 1 after the completion of n-th layer structure construction section concrete pours, removes the big mould of steel, the wall of n-th layer structure construction section 3 thickness of body causes distance between 3 inner wall of Core Walls Structure wall to become larger with respect to 3 thickness contraction of wall of (n-1)th layer of structure construction section, Wall-attaching equipment 4 is installed on the pre-embedded bolt of the inside wall 3 of n-th layer structure construction section, while binding (n+1)th layer of structure construction section Reinforcing bar, wherein n is the natural number more than or equal to 3.
Step 2, hydraulic cylinder 13 are filled by the attached wall that upper and lower climbing device jacks 8 to the (n-1)th layers of structure construction section of guide rail It sets at 4 lower end 80-120mm, removes the wall-attaching equipment 4 in the n-th -2 layers structure construction section.
Step 3 disposes Manual hydraulic jack between 3 inner wall of lower end and wall of guide rail 8.
Step 4 shortens length Adjustable bracing bar 12, while being jacked up 8 lower end of guide rail by Manual hydraulic jack, makes 8 top of guide rail is tilted to 3 inner wall of wall.
Step 5, after 8 gradient of guide rail meets the requirement for the wall-attaching equipment 4 that guide rail 8 is inserted into n-th layer structure construction section, The supporting leg 9 for the mechanical device that climbs is held out against into 3 inner wall of wall, unclamps Manual hydraulic jack.
Step 6 is continued to jack guide rail 8 by hydraulic cylinder 13, is inserted and fixed the upper end in n-th layer structure construction section Wall-attaching equipment 4 on.
Step 7, repeats step 1 to step 6 the wall-attaching equipment 4 so that this each climbs in mechanical system with lead Rail 8 climbs in place.
The supporting leg 9 for the mechanical device that climbs is withdrawn 3 inner wall of wall by step 8, jacks jacking gate-type by hydraulic cylinder 13 Frame body is moved upwards along inclined guide rails 8, and with the jacking of jacking gate-type frame body, lifting device draws load-bearing hook 5 along corresponding Horizontal concrete chute 66 slides to 3 inner wall direction of wall, observes cunning of the load-bearing hook 5 in the horizontal concrete chute 66 of load bearing cross beam 10 on one side Shift one's love condition, one side adjustment length Adjustable bracing bar 12 makes load bearing cross beam 10 remain horizontal.
After deck roof is raised to position, load-bearing hook 5 is fixed in the wall-attaching equipment 4 of n-th layer structure construction section for step 9, The supporting leg 9 for the mechanical device that climbs is held out against into 3 inner wall of wall again, in (n+1)th layer of structure construction section installation pre-embedded bolt and steel Big mould, casting concrete.
Step 10 repeats step 1 to step 9, it can be achieved that climbing operation in continuous 3 thickness change construction section of wall, most The construction of concrete core barrel structure is completed eventually.
Embodiment three
Please continue to refer to Fig. 1 to Figure 14, the difference between this embodiment and the first embodiment lies in, the regulating mechanism further includes setting The horizontal concrete chute 66 being placed on load bearing cross beam 10, the load bearing cross beam 10 include two back-to-back spaced Two bors d's oeuveres channel steels with And the connector of two Two bors d's oeuveres channel steels of connection, be equipped with active pin shaft 67 in the horizontal concrete chute 66, the load-bearing hook 5 it is another Side upper end is sheathed on the active pin shaft 67, can be realized load-bearing by movement of the active pin shaft 67 in horizontal concrete chute 66 Hook 5 moves horizontally.
The method of climbing of the gate-type self-adapting stretching hydraulic climbing plateform system of the present embodiment, the method includes walking as follows It is rapid:
Step 1 after the completion of n-th layer structure construction section concrete pours, removes the big mould of steel, the wall of n-th layer structure construction section 3 thickness of body causes distance between 3 inner wall of Core Walls Structure wall to become larger with respect to 3 thickness contraction of wall of (n-1)th layer of structure construction section, Wall-attaching equipment 4 is installed on the pre-embedded bolt of the inside wall 3 of n-th layer structure construction section, while binding (n+1)th layer of structure construction section Reinforcing bar, wherein n is the natural number more than or equal to 3.
Step 2, hydraulic cylinder 13 are filled by the attached wall that upper and lower climbing device jacks 8 to the (n-1)th layers of structure construction section of guide rail It sets at 4 lower end 80-120mm, removes the wall-attaching equipment 4 in the n-th -2 layers structure construction section.
Step 3 disposes Manual hydraulic jack between 3 inner wall of lower end and wall of guide rail 8.
Step 4 shortens length Adjustable bracing bar 12, while being jacked up 8 lower end of guide rail by Manual hydraulic jack, makes 8 top of guide rail is tilted to 3 inner wall of wall.
Step 5, after 8 gradient of guide rail meets the requirement for the wall-attaching equipment 4 that guide rail 8 is inserted into n-th layer structure construction section, The supporting leg 9 for the mechanical device that climbs is held out against into 3 inner wall of wall, unclamps Manual hydraulic jack.
Step 6 is continued to jack guide rail 8 by hydraulic cylinder 13, is inserted and fixed the upper end in n-th layer structure construction section Wall-attaching equipment 4 on.
Step 7, repeats step 1 to step 6 the wall-attaching equipment 4 so that this each climbs in mechanical system with lead Rail 8 climbs in place.
The supporting leg 9 for the mechanical device that climbs is withdrawn 3 inner wall of wall by step 8, jacks jacking gate-type by hydraulic cylinder 13 Frame body is moved upwards along inclined guide rails 8, and with the jacking of jacking gate-type frame body, lifting device draws load-bearing hook 5 along corresponding Horizontal concrete chute 66 slides to 3 inner wall direction of wall, observes cunning of the load-bearing hook 5 in the horizontal concrete chute 66 of load bearing cross beam 10 on one side Shift one's love condition, one side adjustment length Adjustable bracing bar 12 makes load bearing cross beam 10 remain horizontal.
Step 9 is unclamped on top frame platform 1 after load-bearing hook 5 slides onto the end of corresponding horizontal concrete chute 66 All bolts 61, the supporting leg 9 for the mechanical device that climbs is withdrawn into 3 inner wall of wall, by hydraulic cylinder 13 jack top frame put down Platform 1 is moved upwards along guide rail 8, and during jacking, gradually the length of adjustment length Adjustable bracing bar 12, makes load bearing cross beam 10 begin Keep horizontal eventually, and sliding rack 120 can automatically move the relative position pass of itself and sleeve rack 110 of adjustment during jacking System.
Load-bearing hook 5 after the jacking in place of top frame platform 1, is fixed on the attached wall of n-th layer structure construction section by step 10 On device 4, using the positional relationship between the fixed sliding rack 120 of bolt 61 and sleeve rack 110, by the support for the mechanical device that climbs Leg 9 holds out against 3 inner wall of wall again, in (n+1)th layer of structure construction section installation pre-embedded bolt and the big mould of steel, casting concrete.
Step 11 repeats step 1 to step 10, realizes and climbs operation in continuous 3 thickness change construction section of wall, most The construction of concrete core barrel structure is completed eventually.
Foregoing description is only the description to present pre-ferred embodiments, not to any restriction of the scope of the invention, this hair Any change, the modification that the those of ordinary skill in bright field does according to the disclosure above content, belong to the protection of claims Range.

Claims (11)

1. a kind of gate-type self-adapting stretching hydraulic climbing plateform system, which is characterized in that including top frame platform, two it is vertical Frame body and several mechanical systems of climbing, described two vertical frame bodies pass through at least two mechanical systems of climbing respectively and are oppositely arranged In on the wall inner wall of Core Walls Structure, the upper end of described two vertical frame bodies connect shape with the both ends of the top frame platform respectively At a gate-type frame body, mechanical system of each climbing includes on at least three detachable wall inner walls for being installed on Core Walls Structure Wall-attaching equipment, load-bearing hook and mechanical climbing device, the load-bearing hook respectively with vertical frame body and mechanical climbing device Connection, the gate-type self-adapting stretching hydraulic climbing plateform system further include a horizontal position by adjusting load-bearing hook So that the regulating mechanism that mechanical system of climbing can climb in the changed position of wall inner wall spacing of Core Walls Structure, described Regulating mechanism is set on the top frame platform, the top frame platform include sleeve rack and be located at sleeve rack two sides Sliding rack, the upper end of described two vertical frame bodies connects with corresponding sliding rack respectively, and the regulating mechanism enables to institute The relatively described sleeve rack of sliding rack is stated to move horizontally and sliding rack and sleeve rack can be fixed on desired position, it is described Regulating mechanism includes several bolts, and the upper and lower side of side of the sliding rack towards sleeve rack is respectively equipped with several horizontal evaginations Extension rod, the two sides of the sleeve rack have the horizontal bush protruded into for corresponding extension rod, open up a row on the horizontal bush Limit hole, is equipped with a limit hole close to one end of sleeve rack on the extension rod, and the extension rod can be in corresponding horizontal set The upper end of sliding in cylinder, each vertical frame body is connected with sliding rack corresponding on top frame platform respectively, is extended by adjusting Relative positional relationship between bar and corresponding horizontal bush, so that load-bearing hook can hang over the wall inner wall spacing of Core Walls Structure It changes in the wall-attaching equipment at place, passes through limit hole that bolt is arranged on horizontal bush and the limit on corresponding extension rod The relative position between sliding rack and sleeve rack is fixed in hole.
2. gate-type self-adapting stretching hydraulic climbing plateform system as described in claim 1, which is characterized in that the regulating mechanism It further include several idler wheels being set on every extension rod, the idler wheel is located at the inside of extension rod upper limit hole position, The idler wheel can be rolled along the inner wall of corresponding horizontal bush, and the idler wheel includes being set on the extension rod being located above Upper roller and be set to the bottom roller for being located below extension rod.
3. gate-type self-adapting stretching hydraulic climbing plateform system as claimed in claim 2, which is characterized in that the sleeve rack by Several vertical sleeve horses disposed in parallel are by several first purlin connection compositions disposed in parallel, and sliding rack is by several parallel The vertical sliding horse being arranged is winded up by several second purlin connection compositions disposed in parallel, the sleeve horse including first Bar, the first lower boom and several first web members, first top boom, the first lower boom are connected by several first web members, The sliding horse includes the second top boom, the second lower boom and several second web members, second top boom, the second lower edge Bar is connected by several second web members, described in the part rod segment conduct on the first upper and lower chord member close to corresponding sliding horse Horizontal bush, the rod segment of evagination is as the extension rod on the second upper and lower chord member.
4. gate-type self-adapting stretching hydraulic climbing plateform system as claimed in claim 2, which is characterized in that the water being located above Flat sleeve and the extension rod being located above are rectangular tube, are provided on the extension rod being located above several corresponding for installing The upper roller shaft of idler wheel, the both ends of the upper roller shaft are fixed on the opposite side wall in the extension rod front and back being located above, upper rolling Wheel is sheathed on the outside of corresponding upper roller shaft and can rotate relative to upper roller shaft;The underlying horizontal bush is rectangle Pipe, underlying extension rod are I-steel, install several horizontal bottom rollers on the web of underlying extension rod Axis, there are two bottom rollers, described two bottom rollers to be located at the abdomen of the underlying extension rod for installing on the bottom roller axis The two sides of plate.
5. gate-type self-adapting stretching hydraulic climbing plateform system as described in claim 1, which is characterized in that described two vertical The upper end of frame body passes through several one-way-sleeve tube-like elastic attachment devices for being only capable of stretching upwards and the top frame platform respectively Both ends connection, the one-way-sleeve tube-like elastic attachment device includes casing, shaft, spring, upper junction plate, lower connecting plate, limit Position pin and baffle, described sleeve pipe is vertically arranged with shaft, and upper junction plate is horizontally placed on the upper end of the shaft, the baffle And lower connecting plate is horizontally placed on the upper and lower end of described sleeve pipe respectively, the inner hole wall that the baffle corresponds to casing is opened up for axis The baffle holes that bar protrudes into, the lower end of the shaft pass through baffle holes and protrude into inside pipe casing, and shaft can be perpendicular along the inner hole wall of casing To sliding, vertically arranged waist-shaped hole is offered on the axle body of the shaft, described sleeve pipe is equipped with a spacer pin, the limit The waist-shaped hole of shaft described in the pin drawing-in of position, the spring are looped around on shaft and are located between upper junction plate and baffle, bullet The upper and lower end of spring is respectively fixedly connected on upper junction plate and baffle, and the lower connecting plate is solid with the upper end of corresponding vertical frame Fixed connection, the upper junction plate are fixedly connected with top frame platform, and the spring can only be pulled up, and the spacer pin is in bullet Upper end when spring is in unstretched state in the waist-shaped hole and positioned at waist-shaped hole.
6. the gate-type self-adapting stretching hydraulic climbing plateform system as described in any one of claim 1-5, which is characterized in that It is described machinery climbing device further include guide rail, supporting leg, load bearing cross beam, column, length Adjustable bracing bar, load-bearing hook, it is hydraulic Oil cylinder, upper climbing device, lower climbing device and the Manual hydraulic jack for along inclined direction jacking guide rail, the vertical frame Body be individually fixed in described at least two climb mechanical system the load bearing cross beam on, the load bearing cross beam, oblique is set column The length Adjustable bracing bar set and load-bearing hook one triangular support configurations of composition, the side of the load-bearing hook, which is equipped with, to be used for The hook portion being affiliated on the bearing pin of wall-attaching equipment, the fixed company in upper end of the lower end and column of the other side of the load-bearing hook It connects, the upper end of the other side of the load-bearing hook and one end pin joint of load bearing cross beam, the other end and length of load bearing cross beam are adjustable The upper end pin joint of support rod, the lower end of the Adjustable bracing bar and the lower end pin joint of column, the upper end of the upper climbing device with hold Pin joint is linked up with again, and the upper and lower end of the hydraulic cylinder is connect with the upper end of the lower end of upper climbing device and lower climbing device respectively, institute Upper and lower climbing device is stated to be respectively arranged on guide rail.
7. gate-type self-adapting stretching hydraulic climbing plateform system as described in claim 1, which is characterized in that the machinery climbs Device further include guide rail, supporting leg, load bearing cross beam, column, length Adjustable bracing bar, load-bearing hook, hydraulic cylinder, on climb Device, lower climbing device and the Manual hydraulic jack for along inclined direction jacking guide rail, the vertical frame body are individually fixed in Described at least two climb mechanical system the load bearing cross beam on, the load bearing cross beam, column, angularly disposed length is adjustable Support rod and load-bearing hook one triangular support configurations of composition, the side of the load-bearing hook, which is equipped with, to be filled for being affiliated in attached wall The lower end of the other side of the hook portion on bearing pin set, the load-bearing hook is fixedly connected with the upper end of column, the load-bearing The upper end of the other side of hook and one end pin joint of load bearing cross beam, the other end of load bearing cross beam and the upper end of length Adjustable bracing bar Pin joint, institute are linked up in pin joint, the lower end of the Adjustable bracing bar and the lower end pin joint of column, the upper end of the upper climbing device and load-bearing The upper and lower end for stating hydraulic cylinder is connect with the upper end of the lower end of upper climbing device and lower climbing device respectively, the upper and lower climbing device It is respectively arranged on guide rail, the regulating mechanism includes the horizontal concrete chute being set on load bearing cross beam, and the load bearing cross beam includes Two back-to-back spaced Two bors d's oeuveres channel steels and the connector for connecting two Two bors d's oeuveres channel steels, interior be equipped with of the horizontal concrete chute are lived The other side upper end of dynamic pin shaft, the load-bearing hook is sheathed on the active pin shaft, through active pin shaft in horizontal concrete chute Movement can be realized load-bearing hook move horizontally.
8. gate-type self-adapting stretching hydraulic climbing plateform system as claimed in claim 6, which is characterized in that the regulating mechanism Including the horizontal concrete chute being set on load bearing cross beam, the load bearing cross beam include two back-to-back spaced Two bors d's oeuveres channel steels with And the connector of two Two bors d's oeuveres channel steels is connected, on the other side linked up in the horizontal concrete chute equipped with active pin shaft, the load-bearing End cap is set on the active pin shaft, be can be realized the horizontal of load-bearing hook by movement of the active pin shaft in horizontal concrete chute and is moved It is dynamic.
9. a kind of side of climbing of the gate-type self-adapting stretching hydraulic climbing plateform system as described in any one of claim 1-5 Method, which is characterized in that it is described machinery climbing device further include guide rail, supporting leg, load bearing cross beam, column, length Adjustable bracing bar, Load-bearing hook, hydraulic cylinder, upper climbing device, lower climbing device and hand-hydraulic for along inclined direction jacking guide rail are very heavy Top, the vertical frame body be individually fixed in described at least two climb mechanical system the load bearing cross beam on, the load-bearing is horizontal Beam, column, angularly disposed length Adjustable bracing bar and load-bearing hook one triangular support configurations of composition, the load-bearing hook Side be equipped with hook portion for being affiliated on the bearing pin of wall-attaching equipment, the lower end of the other side of the load-bearing hook and vertical The upper end of column is fixedly connected, the upper end of the other side of load-bearing hook and one end pin joint of load bearing cross beam, load bearing cross beam it is another The upper end pin joint of one end and length Adjustable bracing bar, the lower end of the Adjustable bracing bar and the lower end pin joint of column, it is described to swash Rise device upper end and load-bearing link up with pin joint, the upper and lower end of the hydraulic cylinder respectively with the lower end of upper climbing device and under climb The upper end of device connects, the upper and lower climbing device can be moved up and down respectively along guide rail, and described method includes following steps:
Step 1 after the completion of n-th layer structure construction section concrete pours, removes the big mould of steel, and the wall of n-th layer structure construction section is thick The thickness of wall body contraction of the opposite (n-1)th layer of structure construction section of degree causes distance between Core Walls Structure wall inner wall to become larger, in n-th layer knot Wall-attaching equipment is installed on the pre-embedded bolt of the inside wall of structure construction section, while binding (n+1)th layer of structure construction section reinforcing bar, wherein N is the natural number more than or equal to 3;
Step 2, hydraulic cylinder jack guide rail to the wall-attaching equipment lower end of (n-1)th layer of structure construction section by upper and lower climbing device At 80-120mm, the wall-attaching equipment in the n-th -2 layers structure construction section is removed;
Step 3 disposes Manual hydraulic jack between the lower end and wall inner wall of guide rail;
Step 4 shortens length Adjustable bracing bar, while being jacked up guide rail lower end by Manual hydraulic jack, makes guide rail top It is tilted to wall inner wall;
Step 5, after guide rail gradient meets the requirement of the wall-attaching equipment of guide rail insertion n-th layer structure construction section, by the machine of climbing The supporting leg of tool device holds out against wall inner wall, unclamps Manual hydraulic jack;
Step 6 is continued to jack guide rail by hydraulic cylinder, and the upper end is made to be inserted and fixed the attached wall dress in n-th layer structure construction section It sets;
Step 7 repeats step 1 to step 6, and the wall-attaching equipment and guide rail so that this each climbs in mechanical system are equal It climbs in place;
Step 8 unclamps all bolts on top frame platform, the supporting leg for the mechanical device that climbs is withdrawn wall inner wall, by Hydraulic cylinder jacking top frame platform moves upwards along guide rail, during jacking, gradually adjustment length Adjustable bracing bar Length makes load bearing cross beam remain horizontal, and sliding rack can automatically move during jacking and adjust itself and sleeve rack Relative positional relationship;
Load-bearing hook after top frame deck roof is raised to position, is fixed on the wall-attaching equipment of n-th layer structure construction section by step 9 On, using the positional relationship between the fixed sliding rack of bolt and sleeve rack, the supporting leg for the mechanical device that climbs is held out against into wall again Internal wall, in (n+1)th layer of structure construction section installation pre-embedded bolt and the big mould of steel, casting concrete;
Step 10 repeats step 1 to step 9, realizes and climbs operation in continuous thickness of wall body variation construction section, is finally completed mixed Solidifying soil core wall structure construction.
10. a kind of method of climbing of gate-type self-adapting stretching hydraulic climbing plateform system as claimed in claim 7, feature exist In including the following steps:
Step 1 after the completion of n-th layer structure construction section concrete pours, removes the big mould of steel, and the wall of n-th layer structure construction section is thick The thickness of wall body contraction of the opposite (n-1)th layer of structure construction section of degree causes distance between Core Walls Structure wall inner wall to become larger, in n-th layer knot Wall-attaching equipment is installed on the pre-embedded bolt of the inside wall of structure construction section, while binding (n+1)th layer of structure construction section reinforcing bar, wherein N is the natural number more than or equal to 3;
Step 2, hydraulic cylinder jack guide rail to the wall-attaching equipment lower end of (n-1)th layer of structure construction section by upper and lower climbing device At 80-120mm, the wall-attaching equipment in the n-th -2 layers structure construction section is removed;
Step 3 disposes Manual hydraulic jack between the lower end and wall inner wall of guide rail;
Step 4 shortens length Adjustable bracing bar, while being jacked up guide rail lower end by Manual hydraulic jack, makes guide rail top It is tilted to wall inner wall;
Step 5, after guide rail gradient meets the requirement of the wall-attaching equipment of guide rail insertion n-th layer structure construction section, by the machine of climbing The supporting leg of tool device holds out against wall inner wall, unclamps Manual hydraulic jack;
Step 6 is continued to jack guide rail by hydraulic cylinder, and the upper end is made to be inserted and fixed the attached wall dress in n-th layer structure construction section It sets;
Step 7 repeats step 1 to step 6, and the wall-attaching equipment and guide rail so that this each climbs in mechanical system are equal It climbs in place;
The supporting leg for the mechanical device that climbs is withdrawn wall inner wall by step 8, is inclined by hydraulic cylinder jacking jacking gate-type frame body edge Oblique guide moves upwards, with jacking gate-type frame body jacking, lifting device draw load-bearing hook along corresponding horizontal concrete chute to The sliding of wall inner wall direction observes load-bearing on one side and links up with the sliding situation in the horizontal concrete chute of load bearing cross beam, adjusts length on one side Adjustable bracing bar is spent, load bearing cross beam is made to remain horizontal;
Step 9 after deck roof is raised to position, load-bearing hook is fixed in the wall-attaching equipment of n-th layer structure construction section, will be climbed The supporting leg of mechanical device holds out against wall inner wall again, in (n+1)th layer of structure construction section installation pre-embedded bolt and the big mould of steel, pours Concrete;
Step 10 repeats step 1 to step 9, it can be achieved that climbing operation in continuous thickness of wall body variation construction section, is finally completed The construction of concrete core barrel structure.
11. a kind of method of climbing of gate-type self-adapting stretching hydraulic climbing plateform system as claimed in claim 8, feature exist In described method includes following steps:
Step 1 after the completion of n-th layer structure construction section concrete pours, removes the big mould of steel, and the wall of n-th layer structure construction section is thick The thickness of wall body contraction of the opposite (n-1)th layer of structure construction section of degree causes distance between Core Walls Structure wall inner wall to become larger, in n-th layer knot Wall-attaching equipment is installed on the pre-embedded bolt of the inside wall of structure construction section, while binding (n+1)th layer of structure construction section reinforcing bar, wherein N is the natural number more than or equal to 3;
Step 2, hydraulic cylinder jack guide rail to the wall-attaching equipment lower end of (n-1)th layer of structure construction section by upper and lower climbing device At 80-120mm, the wall-attaching equipment in the n-th -2 layers structure construction section is removed;
Step 3 disposes Manual hydraulic jack between the lower end and wall inner wall of guide rail;
Step 4 shortens length Adjustable bracing bar, while being jacked up guide rail lower end by Manual hydraulic jack, makes guide rail top It is tilted to wall inner wall;
Step 5, after guide rail gradient meets the requirement of the wall-attaching equipment of guide rail insertion n-th layer structure construction section, by the machine of climbing The supporting leg of tool device holds out against wall inner wall, unclamps Manual hydraulic jack;
Step 6 is continued to jack guide rail by hydraulic cylinder, and the upper end is made to be inserted and fixed the attached wall dress in n-th layer structure construction section It sets;
Step 7 repeats step 1 to step 6, and the wall-attaching equipment and guide rail so that this each climbs in mechanical system are equal It climbs in place;
The supporting leg for the mechanical device that climbs is withdrawn wall inner wall by step 8, is inclined by hydraulic cylinder jacking jacking gate-type frame body edge Oblique guide moves upwards, with jacking gate-type frame body jacking, lifting device draw load-bearing hook along corresponding horizontal concrete chute to The sliding of wall inner wall direction observes load-bearing on one side and links up with the sliding situation in the horizontal concrete chute of load bearing cross beam, adjusts length on one side Adjustable bracing bar is spent, load bearing cross beam is made to remain horizontal;
Step 9 is unclamped all slotting on top frame platform after load-bearing hook slides onto the end of corresponding horizontal concrete chute Pin, withdraws wall inner wall for the supporting leg for the mechanical device that climbs, is transported upwards by hydraulic cylinder jacking top frame platform along guide rail Dynamic, during jacking, gradually the length of adjustment length Adjustable bracing bar, makes load bearing cross beam remain horizontal, and sliding rack The relative positional relationship for adjusting itself and sleeve rack can be automatically moved during jacking;
Load-bearing hook after top frame deck roof is raised to position, is fixed on the wall-attaching equipment of n-th layer structure construction section by step 10 On, using the positional relationship between the fixed sliding rack of bolt and sleeve rack, the supporting leg for the mechanical device that climbs is held out against into wall again Internal wall, in (n+1)th layer of structure construction section installation pre-embedded bolt and the big mould of steel, casting concrete;
Step 11 repeats step 1 to step 10, realizes and climbs operation in continuous thickness of wall body variation construction section, is finally completed The construction of concrete core barrel structure.
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CN113914601A (en) * 2019-09-16 2022-01-11 广东博鼎建筑科技有限公司 Climbing frame jacking system, building machine and climbing frame jacking control method
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CN111058617B (en) * 2019-12-27 2021-08-31 上海建工集团股份有限公司 Automatic jacking barrel frame template system for concrete structure construction and method thereof
CN110984563A (en) * 2019-12-31 2020-04-10 荆门市佰思机械科技有限公司 Automatic aligning and automatic climbing device
CN112031401B (en) * 2020-08-05 2022-03-18 上海建工集团股份有限公司 Two-way adjustable automatic template opening and closing system of climbing formwork and use method thereof
CN112376887A (en) * 2020-11-17 2021-02-19 浙江铠甲建筑科技有限公司 System for stabilizing climbing scaffold
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