CN206000161U - Fully automatic hydraulic climbing formwork system - Google Patents

Abstract

This utility model provides a kind of fully automatic hydraulic climbing formwork system, belong to the realm of building construction, by operating hydraulic power control system, operator can be achieved with upper and lower automatic reverse anti-fall device two states free switching, automatically carry out that guide rail climbs, support body climbs two states conversion, it is to avoid workpeople's hand rotation commutation anti-fall device；After the first installation of fully automatic hydraulic climbing formwork system terminates, operator adjusts lower removable supporting leg makes it withstand on the surface of Core Walls Structure concrete, lower removable supporting leg can climb with whole support body and scroll up, all the time support whole support body, it is to avoid repeat before climbing every time to arrange the preparations such as temporary support；Efficiency of construction not only can be improved using the fully automatic hydraulic climbing formwork system that this utility model provides, the probability of happening of the security incidents such as falling from high altitude can also be reduced simultaneously.

Description

Fully automatic hydraulic climbing formwork system

Technical field

This utility model is related to the realm of building construction, particularly to a kind of fully automatic hydraulic climbing formwork system.

Background technology

With the rapid development in city, in Urban Building Construction field, particularly high-rise and high-rise building In the construction of Core Walls Structure concrete placings, hydraulic climbing shuttering system is high due to its high working efficiency, simple to operate, safety coefficient, to week Enclose resident's interference less, the low advantage of construction cost is increasingly subject to people's attention, and is applied in more and more engineering projects Go.

At present, in high-rise and high-rise building Core Walls Structure concrete placings are constructed, poured using the method that tradition sets up scaffold Built which floor Core Walls Structure concrete structure bottom, after reaching designed elevation, hydraulic climbing shuttering system is installed.In hydraulic climbing shuttering system Hydraulic climbing system is installed in system, by adjusting the operative orientation of hydraulic climbing system, track and operation can be realized respectively Frame is two-way to climb, and constantly climbs upwards with the increase of architecture storey such that it is able to realize whole hydraulic climbing shuttering system, Constructing for last layer Core Walls Structure concrete cast in situs provides various resources and condition.But, existing hydraulic climbing shuttering system There are some areas for improvement.

On the one hand, Chinese patent literature CN201003282Y disclosed a kind of hydraulic climbing die block system and prevents on January 9th, 2008 Pendant adjusted device, this fall-proof direction-adjusting device is not only simple in structure, practicality, is a good safety device, prevents hydraulic climbing The security incident that template system falls at work；And easy and simple to handle moreover it is possible to realize climbing commutation function, by adjusting Its two kinds of working conditions realize freely changing of two kinds of climb modes of hydraulic climbing die block system；But, operator need lower to setting Standby upper and lower two fall-proof direction-adjusting devices of layer manual operation, waste time and energy, also there are some potential safety hazards；On the other hand, operator Member it is necessary to first unclamp lower support lower limb, installs an interim supporting leg, prevents whole support body from existing before the whole support body that climbs There is the security incident that support body is tumbled because lower support lower limb lost efficacy during climbing.The core concrete of one whole skyscraper is applied Work is got off, and operator are accomplished by repeating hundreds of time or even thousand of such operations；Existing hydraulic climbing shuttering system Above shortcomings, on the one hand, considerably increase the workload of operator, have impact on the work of hydraulic climbing shuttering system Efficiency, causes substantial amounts of manpower and materials and wastes, and on the other hand, operator are continually upper and lower on equipment frame, will certainly increase Plus the security incident probability of happening such as falling from high altitude, have a strong impact on the security performance of hydraulic climbing shuttering system.

In sum, existing hydraulic climbing shuttering system increasingly can not meet the high efficiency of Modern Construction, low fortune Row cost, the requirement of low operational risk, in order to improve the work using hydraulic climbing shuttering system in high level, high-rise building Efficiency, reduces its running cost and risk, researches and develops a kind of fully automatic hydraulic climbing formwork system and has become as people in the art Member's technical barrier in the urgent need to address.

Utility model content

The purpose of this utility model is to provide a kind of fully automatic hydraulic climbing formwork system, to solve existing hydraulic climbing Template system in operation, operator must repeated for as rotate fall-proof direction-adjusting device, setting temporary support lower limb this The problem of sample operation, to meet in skyscraper Modern Construction to form frame system high efficiency, low cost, low-risk requirement.

For solving above-mentioned technical problem, this utility model provides following technical scheme：

A kind of fully automatic hydraulic climbing formwork system it is characterised in that include set gradually from top to bottom tie up ledges, in Portion's equipment and lower part equipment, described lower part equipment includes equipment frame, at least two groups wall-attaching equipment groups and at least two tracks, institute State equipment frame and include at least two load bearing systems, at least two sets hydraulic climbing devices and frame structure, described load bearing system and institute The quantity stating hydraulic climbing device is equal with the quantity of described track, and wall-attaching equipment group described in every group includes three wall-attaching equipment, Wall-attaching equipment described in two of which staggers up and down and is fixed on the surface of described Core Walls Structure concrete, another described wall-attaching equipment circulating cycle Turn and use, the upper end of described load bearing system hooks in the low described wall-attaching equipment of corresponding relative position, described load bearing system Lower end withstands on the surface of described Core Walls Structure concrete, described hydraulic climbing device and described frame structure respectively with described load bearing system It is fixedly connected, described hydraulic climbing device is installed in described track, it is anti-fall that described hydraulic climbing device includes automatic reverse Device, lower automatic reverse anti-fall device, climb hydraulic cylinder and hydraulic power control system, described upper automatic reverse anti-fall device With described load bearing system pin connection, the top and bottom of the described hydraulic cylinder that the climbs anti-fall dress with described upper and lower automatic reverse respectively Put pin connection, described hydraulic power control system is positioned in described frame structure, the described hydraulic cylinder that climbs passes through oil pipe and institute State hydraulic power control system to be connected.

Optionally, described load bearing system includes load-bearing hook, English truss and lower removable supporting leg, and described load-bearing is hung Hook is located at the top of described load bearing system, and is fixedly connected with described English truss bolt, and described load-bearing hangs over described attached On wall device, described lower removable supporting leg is located at the bottom of described load bearing system, and is fixedly connected with described English truss, institute State lower removable supporting leg to withstand on the surface of described Core Walls Structure concrete.

Optionally, described upper and lower automatic reverse anti-fall device all includes fall-proof direction-adjusting device and automatic direction regulating mechanism, described Automatic direction regulating mechanism is arranged on a lateral surface of described fall-proof direction-adjusting device, and described automatic direction regulating mechanism passes through oil pipe and institute State hydraulic power control system to be connected, described automatic direction regulating mechanism includes driver plate, work pin, hydraulic cylinder and hydraulic cylinder leg, The annular guide channel that one shape of cross section is rectangle is had on the one side of described driver plate, the another side of described driver plate has a countersunk head recessed Groove, described countersunk recesses are stuck on the rocking bar and central pin shaft of described fall-proof direction-adjusting device, and described hydraulic cylinder leg is arranged on institute State on fall-proof direction-adjusting device, described hydraulic cylinder is arranged on described hydraulic cylinder leg, described work pin is arranged on described hydraulic cylinder Homalocephalus on and be inserted in described rectangle guide groove through described hydraulic cylinder leg, described hydraulic cylinder passes through oil pipe and described hydraulic pressure Power control system is connected.

Optionally, described lower removable supporting leg include supporting body, two lead screw transmission mechanism, two belt wheel support leg with And rail-guided mechanism, described support body is box welding structure, and two described lead screw transmission mechanism are arranged on described support This internal and for not Wei Yu the left and right sides, two described belt wheel support leg are set in two described lead screw transmission mechanism, institute State rail-guided mechanism and be arranged on described support originally in vivo and positioned at centre.

Optionally, described hydraulic power control system includes PLC control unit, three-position four-way electromagnetic directional valve and some Individual two position four-way solenoid valves, the quantity of the twice described track of quantity of described two position four-way solenoid valves, described 3-position 4-way electricity Magnetic reversal valve is arranged on major loop, described two position four-way solenoid valves be respectively arranged at described in climb oil cylinder and described hydraulic cylinder Enter, on oil return line, described PLC control unit respectively with described three-position four-way electromagnetic directional valve and all described two four energisings Magnet valve signal is connected.

Optionally, described middle part equipment includes template frame and template system, the upper and lower ends of described template frame respectively with institute State equipment frame to be fixedly connected with described ledges bolt of tying up, described template system is suspended on described template frame.

Optionally, including wall-attaching equipment group described in three groups and three described tracks, described in three groups, wall-attaching equipment group is fixed on On the same side of same section of described Core Walls Structure concrete, three described tracks are suspended in corresponding described wall-attaching equipment group respectively.

Optionally, including wall-attaching equipment group described in four groups and four described tracks, in wall-attaching equipment group described in four groups two-by-two It is separately fixed on two medial surface of two sections of relative described Core Walls Structure concretes, four described tracks are suspended on corresponding institute respectively State in wall-attaching equipment group.

Hinge structure, the fully automatic hydraulic climbing formwork system that this utility model provides, there is following beneficial skill Art effect：

Greatly improve the efficiency that hydraulic climbing shuttering system is climbed.On the one hand, by just operating hydraulic power control system Enable the upper card of upper and lower automatic reverse anti-fall device, lower card position automatically switches, it is to avoid arrive mechanical floor under operator manual Personnel caused by operation and waste of time；On the other hand, after installation terminates, adjusting movable supporting lower limb makes it withstand on Core Walls Structure concrete Surface on, movable supporting lower limb can climb with whole support body and scroll up, and support whole support body all the time, prevent it Life is toppled security incident, it is to avoid repeats to arrange the preparations such as temporary support before climbing every time, decreases the work of operator Measure；In sum, the fully automatic hydraulic climbing formwork system that this utility model provides greatly reduces the preparation climbed Amount and operation element amount, therefore greatly improve the efficiency that hydraulic climbing shuttering system is climbed.

Further increase the security performance of hydraulic climbing shuttering system.Operation hydraulic climbing shuttering system belongs to high-altitude and makees Industry category, operator is frequently lower to go to operate upper and lower automatic reverse anti-fall device and setting temporary support lower limb to mechanical floor, certainly will The probability of the security incidents such as falling from high altitude generation can be increased；The fully automatic hydraulic climbing formwork system that this utility model provides is significantly Decrease the preparation amount climbed and operation element amount, also reduce the probability of security incident generation to a certain extent, enter One step improves the security performance of hydraulic climbing shuttering system.

Significantly reduce the cost of operation hydraulic climbing shuttering system, the fully automatic hydraulic that this utility model provides climbs mould Plate system greatly reduces the preparation amount climbed and operation element amount, it is possible to achieve less people completes more to work Amount, has saved human resourcess hence it is evident that reducing the human cost of operation hydraulic climbing shuttering system.

Brief description

Fig. 1 is the fully automatic hydraulic climbing formwork system front view of this utility model first embodiment

Fig. 2 is the fully automatic hydraulic climbing formwork system top view of this utility model first embodiment

Fig. 3 is the fully automatic hydraulic climbing formwork system side view of this utility model first embodiment；

Fig. 4 is the fully automatic hydraulic climbing formwork system close-up schematic view of this utility model first embodiment；

Fig. 5 is the lower removable supporting leg three-dimensional perspective of this utility model first embodiment；

Fig. 6 is the upper automatic reverse anti-fall device three-dimensional perspective of this utility model first embodiment；

Fig. 7 is driver plate front view and the three-dimensional perspective of this utility model first embodiment；

Fig. 8 is the fully automatic hydraulic climbing formwork system using method step 1 of this utility model first embodiment to step 3 Schematic diagram；

Fig. 9 is the fully automatic hydraulic climbing formwork system using method step 4 of this utility model first embodiment to step 6 Schematic diagram；

Figure 10 is this utility model first embodiment hydraulic power control system schematic diagram；

Figure 11 is the fully automatic hydraulic climbing formwork system top view of this utility model second embodiment；

Figure 12 is the fully automatic hydraulic climbing formwork system top view of this utility model 3rd embodiment；

In figure：Equipment, 3- in the middle part of 100- fully automatic hydraulic climbing formwork system, 200- Core Walls Structure concrete, 1- lower part equipment, 2- Tie up ledges, 4- wall-attaching equipment, 5- track, 6- template system, 7- equipment frame, 8- template frame, 11- load bearing system, 12- hydraulic climbing Device, 13- frame structure, 111- load-bearing hook, 112- English truss, 113- lower removable supporting leg, 114- support body, 115 rail-guided mechanisms, 116- lead screw transmission mechanism, 117- belt wheel support leg, 121- upper automatic reverse anti-fall device, 122- climb Under hydraulic cylinder, 123-, automatic reverse anti-fall device, 124- hydraulic power control system, 125- fall-proof direction-adjusting device, 126- are automatic Adjusted device, 127- driver plate, 128- work pin, 129- hydraulic cylinder, 130- hydraulic cylinder leg, 222- annular guide channel, 225- countersunk head Groove.301- two position four-way solenoid valve, 302- pump, 303- proportional pressure control valve, 304-PLC control unit, 305- 3-position 4-way electricity Magnetic reversal valve, 306- pressure regulator valve, 307- pressure transducer, 308- displacement transducer

Specific embodiment

Below in conjunction with the drawings and specific embodiments to the utility model proposes fully automatic hydraulic climbing formwork system make into One step describes in detail.According to following description and claims, advantage of the present utility model and feature will become apparent from.Need Bright, accompanying drawing, all in the form of very simplification and all using the ratio of non-precision, only in order to convenience, lucidly aids in illustrating The purpose of this utility model embodiment.

In conjunction with Fig. 1 to Fig. 4, the fully automatic hydraulic climbing formwork system 100 of this utility model one embodiment is included from up to Under set gradually tie up ledges 3, middle part equipment 2 and lower part equipment 1, described lower part equipment 1 include equipment frame 7, at least two groups attached Wall device group and at least two tracks 5, equipment frame 7 includes at least two load bearing systems 11, at least two sets hydraulic climbing devices 12 and frame structure 13；Wall-attaching equipment group is set in parallel in the surface of Core Walls Structure concrete and is fixedly connected with built-in fitting, track 5 with attached Wall device group corresponds, and track 5 is not suspended in corresponding wall-attaching equipment group, the number of load bearing system 11 and hydraulic climbing device 12 Amount is equal with the quantity of track 5；Every group of wall-attaching equipment group includes three identical wall-attaching equipment 4, in two of which wall-attaching equipment 4 Under stagger on the surface being fixed on Core Walls Structure concrete 200, another wall-attaching equipment 4 circulation be used in turn；The upper end of load bearing system 11 Hook 4 in the low wall-attaching equipment of corresponding relative position, the lower end of load bearing system 11 withstands on the surface of Core Walls Structure concrete 200, liquid Pressure climbing device 12 is fixedly connected with load bearing system 11 respectively with frame structure 13；Guide rail 5 is a shape of cross section is winged The weldment of the box-shaped of edge, equidistantly distributed square opening wherein on the flange plate of side, hydraulic climbing device 12 is installed on On the flange plate with square opening of track 5, hydraulic climbing device 12 can be moved up and down along track using these square openings.

With continued reference to Fig. 4, hydraulic climbing device 12 includes automatic reverse anti-fall device 121, the anti-fall dress of lower automatic reverse Put 123, climb hydraulic cylinder 122 and hydraulic power control system 124；Pin is passed through in the upper end of upper automatic reverse anti-fall device 121 Be connected with load bearing system 11, the upper and lower end of the hydraulic cylinder 122 that climbs respectively with the lower end of upper automatic reverse anti-fall device 121 and under The upper end pin connection of automatic reverse anti-fall device 123, hydraulic power control system 124 is placed in frame structure 13, and climb liquid Cylinder pressure 122 is connected with hydraulic power control system 124 by oil pipe；Upper automatic reverse anti-fall device 121 and lower automatic reverse C-shaped groove is all designed with the box deck of anti-fall device 123, C-shaped groove is fastened on the flange plate of guide rail 5, above certainly moves Can move up and down along guide rail 5 to anti-fall device 121 and lower automatic reverse anti-fall device 123；

With continued reference to Fig. 4, hydraulic pressure load bearing system 11 includes load-bearing hook 111, English truss 112 and lower removable and supports Lower limb 113；English truss 112 includes two right-angle sides and a hypotenuse, and the two ends of hypotenuse carry adjustable screw rod, two right-angle sides and tiltedly Side head and the tail pin connection two-by-two；The level right angle side of English truss 112 is fixedly connected with frame structure 13, and load-bearing hook 111 is located at The upper end of load bearing system 11 and being fixedly connected with English truss 112 vertical right-angle side, during the support body that climbs, is held Hook 111 is all to hook in wall-attaching equipment 4 all the time again, and the own wt of whole fully automatic hydraulic climbing formwork system 100 adds The load that heap thing produces all passes to wall-attaching equipment 4 by load-bearing hook 111, is ultimately transferred to Core Walls Structure concrete 200；Lower removable Supporting leg 113 is arranged on the bottom of load bearing system 11 and is fixedly connected with English truss 112 vertical right-angle side, lives in bottom Dynamic supporting leg 113 withstands on the surface of Core Walls Structure concrete 200 all the time；The deadweight of fully automatic hydraulic climbing formwork system 100 and heap thing Making a concerted effort of load can be around wall-attaching equipment 4 one moment of formation, the counter-force that Core Walls Structure concrete 200 produces to lower removable supporting leg 113 Also a moment can be formed around wall-attaching equipment 4, two moments mutually balance each other, and prevent fully automatic hydraulic climbing formwork system 100 from existing High tumbling in the air is fallen.

With reference to Fig. 6 and Fig. 7, lower automatic reverse anti-fall device 123 includes fall-proof direction-adjusting device 125 and automatic direction regulating mechanism 126, automatic direction regulating mechanism 126 is arranged on a lateral surface of fall-proof direction-adjusting device 125；Automatic direction regulating mechanism 126 includes dialling Disk 127, work pin 128, hydraulic cylinder 129 and hydraulic cylinder leg 130, driver plate 127 is the flat board that a profile is almost fan Structure, has the annular guide channel 222 that a shape of cross section is rectangle on a face of driver plate 127, and annular guide channel 222 includes two Individual concentric large and small arc groove and the linear groove being connected with large and small arc groove, have one to sink on another face of driver plate 127 Head groove 225, countersunk recesses 225 be stuck in the rocking bar of described fall-proof direction-adjusting device 125 and central pin shaft and by bolt with Central pin shaft is fixedly connected, and the axis that driver plate 127 can be crossed around central pin shaft rotates；Hydraulic cylinder leg 130 is a bridge weldering Fitting, the supporting leg at two ends props up on fall-proof direction-adjusting device 125 and is bolted to connection, and driver plate 127 is located at liquid relief cylinder pressure In the space of support 130 and fall-proof direction-adjusting device 125 formation；Hydraulic cylinder 129 is arranged on hydraulic cylinder leg 130, and work pin 128 Upper end be arranged on the homalocephalus on hydraulic cylinder 129 piston rod top, the lower end of work pin 128 passes through hydraulic cylinder leg 130 inserting Enter in ring-type guide groove 222；Hydraulic cylinder 129 is connected with hydraulic power control system by oil pipe, on the one hand, work pin 128 Do linear movement up and down under hydraulic cylinder 129 drives, on the other hand, due to the restriction of ring-type guide groove 222, work pin 128 phase again Closure is done for driver plate 127 circulation move, thus driving driver plate 127 to do regular rotation around the axis of central pin shaft.Above certainly Move similar with lower automatic reverse anti-fall device 123 structure, operation principle to anti-fall device 121, will not be described here.By upper The rotation of the driver plate 127 in automatic reverse anti-fall device 121 and lower automatic reverse anti-fall device 123, to realize automatic reverse The upper card position of anti-fall device 121 or lower automatic reverse anti-fall device 123 and the automatic conversion of lower card position.

With reference to Fig. 5, lower removable supporting leg 113 includes supporting body 116, two belt wheels of 114, two lead screw transmission mechanism Support leg 117 and rail-guided mechanism 115, support body 114 is box welding structure, and two lead screw transmission mechanism 116 are installed Support in body 114 and be not Wei Yu the left and right sides, two belt wheel support leg 117 are set in two lead screw transmission mechanism On 116, belt wheel support leg 117 and lead screw transmission mechanism 116 partner screw-driven pair, the screw mandrel of lead screw transmission mechanism 116 around The axis of its own rotates, and band movable belt pulley support leg 117 moves linearly, and realizes the electrodeless regulation of support distances, meets building work The needs of the various actual range of journey；Rail-guided mechanism 115 is arranged in support body 114 and is located at centre, rail-guided machine Structure 115 is the thick dumbbell column structure in the thin two in centre and can be freely rotatable around the axis of its own, is supporting this The medium design of body 114 one and half I-shaped breach, a flange plate of track 5 passes through from centre, and in rail 4 is climbed During, rail-guided mechanism 115 play the guiding role, and prevents track 4 from larger deviation occurring, meanwhile, rail-guided mechanism 115 It is rolling friction and track 4 between, greatly reduce resistance when track 4 climbs.

With reference to Figure 10, hydraulic power control system 124 includes PLC control unit 304, three-position four-way electromagnetic directional valve 305 And several two position four-way solenoid valves 301, the quantity of the twice track of quantity 5 of wherein two position four-way solenoid valves 301, three Four-way electromagnetic reversing valve 305 is arranged at the entering of major loop, on oil return line, two position four-way solenoid valves 301 are respectively arranged at the oil that climbs In the entering of cylinder 122 and hydraulic cylinder 129, oil return line, PLC control unit 304 respectively with three-position four-way electromagnetic directional valve 305 and institute Two position four-way solenoid valve 301 signal is had to be connected；PLC control unit 304 controls three-position four-way electromagnetic directional valve 305 and all two The working condition of position four-way solenoid valve 301, and then control the working condition of all climb oil cylinder 122 and hydraulic cylinders 129, finally real The now control to fully automatic hydraulic climbing formwork system 100；One displacement of integrated installation passes on each climbs oil cylinder 122 The state of the oil cylinder 122 that climbs can be joined by sensor 308 and pressure transducer 307, displacement transducer 308 and pressure transducer 307 Number feeds back to PLC control unit 304；An integrated signal wireless transmission/receiving module in PLC control unit 304, can be with behaviour Operating case in workmanship's staff is realized long-range communication data and is exchanged, and operator not only can remotely check and monitor all Climb the state parameter of oil cylinder 122 and hydraulic cylinder 129, can be with the work of remotely control all climb oil cylinder 122 and hydraulic cylinder 129 Make state, thus realizing the control to fully automatic hydraulic climbing formwork system 100.

With continued reference to Fig. 3, middle part equipment 2 includes template frame 8 and template system 6, and the upper and lower ends of template frame 8 pass through bolt Respectively with tie up ledges 3 and equipment frame 8 is fixedly connected, template system 6 is suspended on template frame 8 by several portable calabashs, Portable calabash can be moved the H-shaped beam on template frame 8, and operator pull-push moving type calabash can be achieved with template system 6 Matched moulds/die sinking；

With reference to Fig. 8 and Fig. 9, a kind of using method of fully automatic hydraulic climbing formwork system 100, with conventional erection construction foot Engineering Core Walls Structure concrete 200 is poured into N-1 (N is the integer more than or equal to 3) structural sections by hand cradle method, comprises the following steps：

Step 1：Above-mentioned automatic hydraulic climbing form system 100 is provided, n wall-attaching equipment 4 is separately mounted to described N-1 structure In section and N-2 structural sections, attachment rail 5, equipment frame 7, template frame 8 successively, template system 6 and tie up ledges 3, track 5 is from upper And under be placed through the wall-attaching equipment 4 of N-2 structural sections, track 5 is hanging in the wall-attaching equipment 4 in N-2 structural sections simultaneously Insertion plate, in the wall-attaching equipment 4 that equipment frame 7 is hanging in N-2 structural sections and insert safety pin, adjusts lower removable Supporting leg 113 is so that lower removable supporting leg 113 withstands on Core Walls Structure concrete 200 surface all the time；

Step 2：Colligation N structural sections reinforcing bar；

Step 3：Extract plate, operation hydraulic power control system 124 so that upper automatic reverse anti-fall device 121 and under Automatic reverse anti-fall device 123 is in card position, and hydraulic power control system 124 controls the oil cylinder 122 that climbs to stretch out/retract Two kinds of working condition circulation conversions, step up track 5 to described N-1 structural sections absolute altitude, track 5 hangs over positioned at N-1 structural sections On wall-attaching equipment 4 in, insert described plate；

Step 4：Extract safety pin, operation hydraulic power control system 124 is so that upper automatic reverse anti-fall device 121 He Lower automatic reverse anti-fall device 123 is in lower card position, hydraulic power control system control 124 control the oil cylinder 122 that climbs stretch out/ Two kinds of working condition circulations of retracting are changed, and step up equipment frame 1 to N structural sections absolute altitude, equipment frame 1 is hung over positioned at N structure In wall-attaching equipment 4 in section, insert safety pin；

Step 5：Shuttering system 6, pours N structure section concrete；

Step 6：After concrete curing expires, remove template system 6, the wall-attaching equipment 4 being used for circulating turnover is installed Corresponding elevation location in N structural sections, dismounting is located at the wall-attaching equipment 4 of N-2 structural sections, is used in turn as circulation；

Step 7：Repeat step 2 is to step 6, until having poured last Rotating fields section, dismantling described fully automatic hydraulic and climbing Rise template system 100.

The fully automatic hydraulic climbing formwork system 100 that this utility model provides, clever structure, by controlling hydraulic power control System processed, operator can be achieved with automatic reverse anti-fall device 121 and lower automatic reverse anti-fall device 123 two states from By switching, it is to avoid workpeople's hand rotation commutation anti-fall device；In fully automatic hydraulic climbing formwork system 100, knot is installed for the first time Shu Hou, adjusting lower removable supporting leg 113 makes it withstand on the surface of Core Walls Structure concrete, and lower removable supporting leg 113 can be with Whole support body climbs and scrolls up, and supports whole support body all the time, it is to avoid repeat to arrange temporary support etc. before climbing every time Preparation.

Embodiment two

With reference to Figure 11, the present embodiment is with the difference implementing：The fully automatic hydraulic of another embodiment of this utility model Climbing formwork system 100 includes three groups of wall-attaching equipment groups and three tracks 5, and three groups of wall-attaching equipment groups are fixed on same section of core On the same side of cylinder concrete 200, three tracks 5 are suspended in corresponding wall-attaching equipment 4 respectively；In some special skyscrapers In, some or several face of Core Walls Structure concrete 200 are relatively wide and need to stack one in fully automatic hydraulic climbing formwork system 100 A little construction materials or equipment, the fully automatic hydraulic climbing formwork system 100 of two seats in the plane, because lifting capacity is limited, can only be realized Climb in the case of less support body and no preloading；The bearing capacity of the fully automatic hydraulic climbing formwork system 100 of three seats in the plane is bigger, Bigger support body and a small amount of preloading can be driven to be climbed, meet some special skyscrapers with regard to large bearing capacity and a small amount of preloading In the case of the demand climbed.

Embodiment three

With reference to Figure 12, the present embodiment is with the difference implementing：The fully automatic hydraulic of the another embodiment of this utility model Climbing formwork system 100 includes four groups of wall-attaching equipment groups and four tracks 5, is separately fixed at two two-by-two in four groups of wall-attaching equipment groups On two medial surface of section opposite core cylinder concrete 200, four described tracks 5 are suspended in corresponding wall-attaching equipment 4 respectively；One The inside of the Core Walls Structure concrete 200 of a little skyscrapers is all spaced into several boothes, because the space of booth is smaller, special The small-sized of width, thus do not possess its four faces all on install fully automatic hydraulic climbing formwork system 100 condition；Two wall-attaching equipment groups are respectively mounted on one group of relative concrete wall surface of booth, described equipment frame 1st, template frame 2 and described tie up the steelframe framework that ledges 3 collectively constitutes a multilamellar platform, with respect to being arranged on a side Fully automatic hydraulic climbing formwork system 100 can produce a very big turning moment；The fully automatic hydraulic of this four seats in the plane climbs Template system 100 stress point is distributed in both sides, and stress compares equilibrium, is nearly free from or produces the revolving force of a very little Square, the stress of fully automatic hydraulic climbing formwork system 100 is improved, and its safety and lifting capacity all greatly improve； Meanwhile, operator carries out tying up muscle and operation template system on the steelframe framework of multilamellar platform, and labor condition has very The improvement of big degree is it is easier to ensure the final mass of work in every.

In sum, this utility model provides fully automatic hydraulic climbing formwork system 100 and its using method, a side Face, greatly reduces the preparation when climbing for the operator and operation element amount, on the other hand, reduces the peace such as falling from high altitude The probability of happening of full accident, further increases the security performance of fully automatic hydraulic climbing formwork system.

Foregoing description is only the description to this utility model preferred embodiment, not any limit to this utility model scope Fixed, any change that the those of ordinary skill in this utility model field does according to the disclosure above content, modification, belonging to right will Seek the protection domain of book.

Claims (8)

1. a kind of fully automatic hydraulic climbing formwork system it is characterised in that include set gradually from top to bottom tie up ledges, middle part Equipment and lower part equipment, described lower part equipment includes equipment frame, at least two groups wall-attaching equipment groups and at least two tracks, described Equipment frame includes at least two load bearing systems, at least two sets hydraulic climbing devices and frame structure, described load bearing system and described The quantity of hydraulic climbing device is equal with the quantity of described track, and wall-attaching equipment group described in every group includes three wall-attaching equipment, its In two described wall-attaching equipment stagger up and down and be fixed on the surface of Core Walls Structure concrete, another described wall-attaching equipment circulation turnover makes With the upper end of described load bearing system hooks in the low described wall-attaching equipment of corresponding relative position, the lower end of described load bearing system Withstand on the surface of described Core Walls Structure concrete, described hydraulic climbing device and described frame structure are fixed with described load bearing system respectively Connect, described hydraulic climbing device is installed in described track, described hydraulic climbing device include automatic reverse anti-fall device, Lower automatic reverse anti-fall device, climb hydraulic cylinder and hydraulic power control system, described upper automatic reverse anti-fall device and institute State load bearing system pin connection, the top and bottom of the described hydraulic cylinder that climbs respectively with described upper automatic reverse anti-fall device and described Lower automatic reverse anti-fall device pin connection, described hydraulic power control system is positioned in described frame structure, the described liquid that climbs Cylinder pressure is connected with described hydraulic power control system by oil pipe.

2. fully automatic hydraulic climbing formwork system as claimed in claim 1 is it is characterised in that described load bearing system includes load-bearing extension Hook, English truss and lower removable supporting leg, described load-bearing hook is located at the top of described load bearing system, and with described triangle Truss bolt is fixedly connected, and described load-bearing hangs in described wall-attaching equipment, and described lower removable supporting leg is located at described holding The bottom of weight system, and be fixedly connected with described English truss, described lower removable supporting leg withstands on the table of described Core Walls Structure concrete On face.

3. fully automatic hydraulic climbing formwork system as claimed in claim 1 is it is characterised in that described upper and lower automatic reverse is anti-fall Device all includes fall-proof direction-adjusting device and automatic direction regulating mechanism, and described automatic direction regulating mechanism is arranged on described fall-proof direction-adjusting device On one lateral surface, described automatic direction regulating mechanism is connected with described hydraulic power control system by oil pipe, described automatic direction regulating Mechanism includes driver plate, work pin, hydraulic cylinder and hydraulic cylinder leg, the one side of described driver plate has a shape of cross section be square The annular guide channel of shape, the another side of described driver plate has countersunk recesses, and described countersunk recesses are stuck in described fall-proof direction-adjusting device Rocking bar and central pin shaft on, described hydraulic cylinder leg is arranged on described fall-proof direction-adjusting device, and described hydraulic cylinder is arranged on institute State on hydraulic cylinder leg, described work pin is arranged on the homalocephalus of described hydraulic cylinder and is inserted into institute through described hydraulic cylinder leg State in rectangle guide groove, described hydraulic cylinder is connected with described hydraulic power control system by oil pipe.

4. fully automatic hydraulic climbing formwork system as claimed in claim 2 is it is characterised in that described lower removable supporting leg includes Support body, two lead screw transmission mechanism, two belt wheel support leg and rail-guided mechanism, described support body is box welding Structure, two described lead screw transmission mechanism are arranged on described support and are originally located at the left and right sides, two described belt wheels in vivo and respectively Support leg is set in two described lead screw transmission mechanism, and described rail-guided mechanism is arranged on this internal and position of described support In centre.

5. fully automatic hydraulic climbing formwork system as claimed in claim 1 is it is characterised in that described hydraulic power control system bag Include PLC control unit, three-position four-way electromagnetic directional valve and several two position four-way solenoid valves, described two position four-way solenoid valves The quantity of the twice described track of quantity, described three-position four-way electromagnetic directional valve is arranged on major loop, described two four energisings Magnet valve be respectively arranged at described in climb oil cylinder and described hydraulic cylinder enter, on oil return line, described PLC control unit is respectively with described three Position four-way electromagnetic reversing valve and all described two position four-way solenoid valve signals are connected.

6. the fully automatic hydraulic climbing formwork system as any one of claim 1 to 5 is it is characterised in that described middle part Equipment includes template frame and template system, and the upper and lower ends of described template frame tie up ledges and described equipment frame passes through with described respectively Bolt is fixedly connected, and described template system is suspended on described template frame.

7. as any one of claim 1 to 5 fully automatic hydraulic climbing formwork system it is characterised in that include three groups of institutes State wall-attaching equipment group and three described tracks, wall-attaching equipment group described in three groups is fixed on the same side of same section of described Core Walls Structure concrete On face, three described tracks are suspended in corresponding described wall-attaching equipment group respectively.

8. as any one of claim 1 to 5 fully automatic hydraulic climbing formwork system it is characterised in that include four groups of institutes State wall-attaching equipment group and four described tracks, in wall-attaching equipment group described in four groups, be separately fixed at two sections of relative described cores two-by-two On two medial surface of heart cylinder concrete, four described tracks are suspended in corresponding described wall-attaching equipment group respectively.