CN202000658U - Hydraulic climbing system for wall-attached support frame - Google Patents
Hydraulic climbing system for wall-attached support frame Download PDFInfo
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- CN202000658U CN202000658U CN2011200326385U CN201120032638U CN202000658U CN 202000658 U CN202000658 U CN 202000658U CN 2011200326385 U CN2011200326385 U CN 2011200326385U CN 201120032638 U CN201120032638 U CN 201120032638U CN 202000658 U CN202000658 U CN 202000658U
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Abstract
The utility model discloses a hydraulic climbing system for a wall-attached support frame, which comprises support upright posts, support frame devices and a hydraulic jacking device. The support frame device is detachably connected with a bracket fixed on a core tube concrete wall; the support frame devices at least comprise an upper support frame device and a lower support frame device; upright post supporting devices and upright post clamping devices are respectively arranged on the upper support frame device and the lower support frame device; climbing step blocks are vertically distributed on component posts of the support upright posts at intervals; the support upright posts are supported on the upright post supporting devices through the climbing step blocks; and the support upright posts are also clamped and connected with the upper support frame device and the lower support frame device through the upright post clamping devices. According to the hydraulic climbing system, an integral lifting template system, a construction steel platform system, a tower crane support system and the like can be automatically and integrally lifted along the increase of the height of a building main body; and the hydraulic climbing system has strong safety, short climbing time and high construction efficiency and can be repeatedly used in different projects.
Description
Technical field
The utility model relates to a kind of hydraulic pressure climbing system that is applied in high level, the construction of super highrise building.
Background technology
In the structure construction field of modern high level, super highrise building, it is maximum concrete structure formwork engineering construction mode of using at present that many fulcrums are proposed the mould construction, this form of construction work has multiple lifting form, various lifting forms are not reproducible utilizations, and cost is higher, are exactly that lateral resisting is poor, unstable, have big security risk, again or be exactly very difficulty of position adjustment, work efficiency is all bad.In addition, in the structure construction field of modern high level, super highrise building, the rising of pillar crane generally has two kinds of forms: a kind of is the form from the jacking supernumerary segment by the tower machine, this kind form is generally often used in non-super highrise building, but in super highrise building,, do not re-use because of tower machine standard knot too much can not satisfy the excessive reason of safety requirements and input cost; Another kind is to be supported on the agent structure of building by three cover attached wall frame systems, the form of climbing in carrying out and raising, this kind form all is after a cover attached wall frame system of the bottom is manually removed, after being transported to the superiors and installing again, just can once climb, exist that hand labor intensity is big, potential safety hazard is many, take tower machine time long and three cover attached wall bracing frame systems and many shortcomings such as after single engineering is finished using, just scrap, so also need to improve.
The utility model content
The purpose of this utility model provides a kind of attached wall bracing frame hydraulic pressure climbing system, solve traditional many fulcrums and put forward mould form of construction work cost height, security risk is big and work efficiency is bad technical problem; And solve that traditional attached wall frame system labour intensity is big, potential safety hazard is many, take the problem that the tower machine time is long and can not reuse.
For achieving the above object, the utility model adopts following technical scheme: a kind of attached wall bracing frame hydraulic pressure climbing system, comprise support post, support frame device and hydraulic jacking device, it is characterized in that: the support frame as described above device removably connects with the bracket that is fixed on the core tube concrete wall, and support frame device comprises upper support frame device and lower support rack device at least, is provided with column supporting arrangement and column clamping device on upper support frame device and the lower support rack device; Vertically be intervally distributed with the piece of marking time that climbs on the limb post of described support post, the support post piece of marking time by climbing is bearing on the column supporting arrangement, and also clamping is connected support post with the lower support rack device with the upper support frame device by the column clamping device; The lower end of described hydraulic jacking device is connected on the upper support frame device, and the piece of marking time of climbing on the upper end of hydraulic jacking device and the support post is connected.
Described upper support frame device is identical with the structure of lower support rack device, include girder, girder support bar and connecting rod, described girder is block form and is enclosed within on the support post, be fixedly connected with girder attached wall ears plate on the girder, the bracket that girder attached wall ears plate is worn on pin assembly and the core tube concrete wall by girder removably connects, described girder support bar is connected between the bracket of girder downside and girder below, the upper end of girder support bar is connected with girder by the girder attachment pegs, the lower end of girder support bar is connected with support bar attached wall ears plate, the bracket that support bar attached wall ears plate is worn pin assembly and girder below by support bar removably connects, and described connecting rod is connected between girder and the girder support bar.
Described hydraulic jacking device comprises lifting beam, the lifting beam bearing pin, hangers on the lifting beam, hangers under the lifting beam, master cylinder, master cylinder fixed frame and master cylinder support bar, wherein the cylinder body lower end of master cylinder is articulated and connected on the girder of upper support frame device, the main oil cylinder piston bar upper end of master cylinder is articulated and connected by lifting beam bearing pin and lifting beam, bilateral symmetry is fixedly connected with on the lifting beam hangers under the hangers and lifting beam on the lifting beam, on the lifting beam under hangers and the lifting beam hangers again with support post on the piece of marking time of climbing be connected, described master cylinder fixed frame is enclosed within on the cylinder body of master cylinder, and described master cylinder support bar is connected between the girder of master cylinder fixed frame and upper support frame device.
Can be connected the hangers small oil tank between the girder of the cylinder body of described master cylinder and upper support frame device, the upper end of this hangers small oil tank and the cylinder body of master cylinder are articulated and connected, and the girder of the lower end of this hangers small oil tank and upper support frame device is articulated and connected.
Described column supporting arrangement comprises standard knot rest pad, rest pad lever, supporting small oil tank and lever support, wherein the piece of marking time of climbing on an end of standard knot rest pad and the support post matches, the other end of standard knot rest pad passes girder to the girder outside, be articulated and connected with an end of rest pad lever, the middle part of rest pad lever is articulated and connected on girder by lever support, the other end of rest pad lever is articulated and connected with the piston rod of supporting small oil tank, and the cylinder body of supporting small oil tank is fixedly connected on the girder again.
Described column clamping device comprises the slideway, the clamp that is placed on slideway that are arranged on the girder, be positioned at the backboard at clamp rear and be threaded in fishbolt on the backboard, the front end of described fishbolt withstands on the back side of clamp, and the front of clamp is attached to again on the limb post of support post.
It is identical that described girder is worn the structure that pin assembly and support bar wear pin assembly, include and wear the pin cylinder support and wear the pin oil cylinder, the cylinder body of wherein wearing the pin oil cylinder is fixedly connected on girder attached wall ears plate or the support bar attached wall ears plate by wearing the pin cylinder support, wears band pin piston rod in the pin oil cylinder and the pin-and-hole on the bracket and is connected.
Described girder can surround a block form by two C ellbeams and two tie-beams that are connected between two C ellbeams.
Described support post comprises the limb post and connects lacing between the adjacent two limb posts that described limb post is formed by connecting from beginning to end by a section limb post standard knot.
Compared with prior art the utlity model has following characteristics and beneficial effect: the utility model is mainly used in high level, construction of super highrise building, particularly is applied in the platform or form frame system that has three and three above support posts.
The utility model can be along with the increase of building body height voluntarily integral body climb, so no longer take the tower machine, therefore reduced construction cost and security risk, the whole voluntarily simultaneously advantage short time-to-climb of also having, that efficiency of construction is high of climbing.
The utility model both can have been born whole vertical loads of form frame system in the process of climbing, also can bear bigger horizontal load simultaneously, so can integral hoisting template system, equipment such as construction steel plateform system, pillar crane support system.
The utility model is a kind of standardized equipment, has the advantages that strong, the same rank of compliance can be general, and it can be reused in different engineerings, so can save a lot of materials and reduce construction cost.
The utility model is attached on the bracket in the concrete core tube concrete wall and can be along the bracket vertical-lift, save the independent support upright post system and in the process of climbing, needed the continuous trouble of dismantling and the bracing frame system being installed, reduce labor intensity of operating personnel and potential safety hazard thus, and saved the engineering time, accelerated programming greatly.
Operating principle of the present utility model is: all be provided with on upper support frame device of the present utility model and the lower support rack device and wear pin assembly, column supporting arrangement and column clamping device, hydraulic jacking device also has been installed on the upper support frame device.Described lower support rack device and upper support frame device all can be for vertical movement by the cooperation of column supporting arrangement and hydraulic jacking device on support post.Bracket pin joint on lower support rack device and core tube concrete wall is also supporting under the situation of support post, with the upper support frame device with after bracket separates, cooperation by hydraulic jacking device and column supporting arrangement, the upper support frame device can along support post be moved upwards up to last layer the bracket place and with this bracket by wearing the pin assembly pin joint, and with the column supporting arrangement with after the support post supporting, throw off being connected of lower support rack device and bracket again, cooperate by hydraulic jacking device on the upper support frame device and column supporting arrangement, allow support post in the upper support frame device, upwards promote, support post is being with the lower support rack device to promote together simultaneously, instantly support frame device rise to last layer bracket place and with its pin joint after can support support post.So far, the utility model has been finished the flow process of climbing of a standard.Under the situation that two-layer bracket is determined up and down, be bearing in the different pieces of marking time that climbs by adjusting the lower support rack device, can reach the purpose of adjusting climbing distance, the minimum distance of adjusting of the present utility model is the two adjacent spacings of piece of marking time of climbing, and adjusts distance values with its integral multiple as other.
Description of drawings
The utility model is described in more detail below in conjunction with accompanying drawing.
Fig. 1 is that master of the present utility model looks schematic diagram.
Fig. 2 is that schematic diagram is looked on the right side of Fig. 1.
Fig. 3 is the enlarged diagram of A-A section among Fig. 1.
Fig. 4 is the enlarged diagram of B-B section among Fig. 1.
Fig. 5 is the enlarged diagram of C-C section among Fig. 1.
Fig. 6 is the enlarged diagram of D-D section among Fig. 1.
Reference numeral: 1-core tube concrete wall, the 2-support post, the 3-bracket, the 4-piece of marking time that climbs, the 5-C ellbeam, 6-girder attached wall ears plate, the 7-girder is worn pin assembly, 8-girder support bar, the 9-connecting rod, 10-support bar attached wall ears plate, the 11-tie-beam, the 12-lifting beam, 13-lifting beam bearing pin, hangers on the 14-lifting beam, hangers under the 15-lifting beam, 16-main oil cylinder piston bar, the 17-master cylinder, 18-master cylinder fixed frame, 19-master cylinder support bar, 20-hangers small oil tank, 21-standard knot rest pad, 22-rest pad lever, 23-supports small oil tank, the 24-lever support, the 25-support bar is worn pin assembly, 26-wears the pin cylinder support, 27-wears the pin oil cylinder, the 28-slideway, the 29-clamp, the 30-fishbolt, the 31-backboard, 32-girder attachment pegs.
The specific embodiment
Embodiment is referring to shown in Fig. 1-3, this attached wall bracing frame hydraulic pressure climbing system, comprise support post 2, support frame device and hydraulic jacking device, the support frame as described above device removably connects with the bracket 3 that is fixed on the core tube concrete wall 1, and support frame device comprises upper support frame device and lower support rack device at least, is provided with column supporting arrangement and column clamping device on upper support frame device and the lower support rack device; Described support post 2 comprises the limb post and connects lacing between the adjacent two limb posts, described limb post is formed by connecting from beginning to end by a section limb post standard knot, vertically be intervally distributed with the piece 4 of marking time that climbs on the limb post of support post 2, support post 2 piece 4 of marking time by climbing is bearing on the column supporting arrangement, and also clamping is connected support post 2 with the lower support rack device with the upper support frame device by the column clamping device; The lower end of described hydraulic jacking device is connected on the upper support frame device, and the piece 4 of marking time of climbing on the upper end of hydraulic jacking device and the support post 2 is connected.
Described upper support frame device is identical with the structure of lower support rack device, include girder, girder support bar 8 and connecting rod 9, described girder is block form and is enclosed within on the support post 2, be fixedly connected with girder attached wall ears plate 6 on the girder, the bracket 3 that girder attached wall ears plate 6 is worn on pin assembly 7 and the core tube concrete wall 1 by girder removably connects; Described girder support bar 8 is connected between the bracket 3 of girder downside and girder below, the upper end of girder support bar 8 is connected with girder by girder attachment pegs 32, in the present embodiment, there is the monaural plate upper end of girder support bar 8, described girder is welded with two steel ear plates away from the downside of metope one end, and the monaural plate of girder support bar 8 is connected with two steel ear plates of girder by girder attachment pegs 32; The lower end of described girder support bar 8 is connected with support bar attached wall ears plate 10, and the bracket 3 that support bar attached wall ears plate 10 is worn pin assembly 25 and girder below by support bar removably connects, and described connecting rod 9 is connected between girder and the girder support bar 8.Referring to Fig. 3, Fig. 5, Fig. 6, described girder surrounds a block form by two C ellbeams 5 and two tie-beams 11 being connected between two C ellbeams.
In the present embodiment, on upper support frame device and lower support rack device, each supporting installation two cover column supporting arrangement, eight cover column clamping devices, quadruplet girder are worn pin assembly, and two cover hydraulic jacking devices also are installed between upper support frame device and support post.On two C type beams a cover column supporting arrangement, quadruplet column clamping device are installed all about described upper support frame device and lower support rack device.All load of described upper support frame device, lower support rack device and support post are delivered on the core tube concrete wall 1 by bracket 3.It is for vertical movement along support post that upper support frame device and lower support rack device are enclosed within the cooperation of on the support post, also passing through column supporting arrangement and hydraulic jacking device, when upper support frame device and lower support rack device and bracket 3 were integral by wearing pin assembly 7 pin joints, support post can be made movement in vertical direction in support frame device.
In addition, the utility model can also carry out equivalent variations according to the difference of suffered load, promptly increases one or more new support frame devices between upper support frame device and lower support rack device.For instance,, overlap essentially identical support frame device, can finish the work of climbing of independent support upright post system as long as between upper support frame device and lower support rack device, increase by one again if be applied in the independent support upright post system such as pillar crane; Simultaneously, in the independent support upright post system, the horizontal load that support frame device bore may be bigger, therefore, also can increase by two horizontal diagonal braces again on every cover support frame device.
Described hydraulic jacking device comprises lifting beam 12, lifting beam bearing pin 13, hangers 14 on the lifting beam, hangers 15 under the lifting beam, master cylinder 17, master cylinder fixed frame 18 and master cylinder support bar 19, wherein the cylinder body lower end of master cylinder 17 is articulated and connected on the girder of upper support frame device, main oil cylinder piston bar 16 upper ends of master cylinder 17 are articulated and connected by lifting beam bearing pin 13 and lifting beam 12, bilateral symmetry is fixedly connected with on the lifting beam hangers 15 under the hangers 14 and lifting beam on the lifting beam 12, on the lifting beam under hangers 14 and the lifting beam hangers 15 again with support post 2 on the piece 4 of marking time of climbing be connected, described master cylinder fixed frame 18 is enclosed within on the cylinder body of master cylinder 17, and described master cylinder support bar 19 is connected between the girder of master cylinder fixed frame 18 and upper support frame device.The main oil cylinder piston bar 16 of described master cylinder 17 up, the connection otic placode of master cylinder cylinder body lower end passes through the bearing pin bolt with the otic placode that connects that C ellbeam upper surface is welded, main oil cylinder piston bar and lifting beam 12 are by lifting beam bearing pin bolt, hangers 15 under the hangers 14 and lifting beam is being welded on the lifting beam at the two ends of lifting beam 12, in order to prevent that master cylinder 17 is parallel to the skew of C ellbeam axis direction, master cylinder fixed frame 18 is set on the cylinder body of master cylinder one, by two master cylinder support bars 19, the C ellbeam is connected with master cylinder fixed frame 18, reaches the purpose of stablizing master cylinder 17.
Referring to Fig. 1, Fig. 2, be connected with hangers small oil tank 20 between the girder of the cylinder body of described master cylinder 17 and upper support frame device, the cylinder body of the upper end of this hangers small oil tank 20 and master cylinder 17 is articulated and connected, and the girder of the lower end of this hangers small oil tank 20 and upper support frame device is articulated and connected.Described hangers small oil tank 20 can reduce manually-operated labour intensity and danger.By stretching of hangers small oil tank 20, can make master cylinder on the piston rod that is connected hangers small oil tank 20 along connected bearing pin rotating certain angle in perpendicular to the plane of C ellbeam axis, the lifting beam 12 that is connected on the main oil cylinder piston bar is left or close support post 2, realize on the lifting beam under hangers or the lifting beam that hangers breaks away from or hangs over to climb and mark time on the piece, when the jacking master cylinder, support post is promoted, when shrinking master cylinder, the upper support frame device is promoted along support post.
If hangers 15 hangs over to climb and marks time on the piece 4 under the lifting beam, during master cylinder 17 jackings, just support post 2 upwards can be promoted an oil cylinder distance (in order to reduce cost, can with the jacking of master cylinder apart from design in 2.5 meters), under the standard joint rest pad 21 of column supporting arrangement cooperated, master cylinder 17 is finished twice or more times jacking can be climb support post 22 rose to required distance.If hangers 14 hangs over and climbs when marking time on the piece 4 on the lifting beam, when master cylinder 17 is received cylinder, just the upper support frame device upwards can be promoted an oil cylinder distance along support post 2, under the rest pad 21 of column supporting arrangement cooperates, master cylinder 17 is finished twice or more times receives cylinder, the upper support frame device can be risen to bracket 3 places of last layer core tube concrete wall, and with its pin joint.
Referring to Fig. 6, described column supporting arrangement comprises standard knot rest pad 21, rest pad lever 22, supporting small oil tank 23 and lever support 24, wherein the piece 4 of marking time of climbing on an end of standard knot rest pad 21 and the support post 2 matches, the other end of standard knot rest pad 21 passes girder to the girder outside, be articulated and connected with an end of rest pad lever 22, the middle part of rest pad lever 22 is articulated and connected on girder by lever support 24, the other end of rest pad lever 22 is articulated and connected with the piston rod of supporting small oil tank 23, and the cylinder body of supporting small oil tank 23 is fixedly connected on the girder again.
In the present embodiment, the column supporting arrangement is installed in the C ellbeam, comprises two standard knot rest pads being installed in the every C ellbeam 21, two rest pad levers 22, lever support 24 and supporting small oil tanks 23.Described standard knot rest pad 21 can be along the square hole slide in the C ellbeam, by supporting small oil tank 23 flexible, standard knot rest pad 21 is put in the limb post (being H shaped steel) of support post by leverage, standard knot rest pad 21 is supported on climb and marks time on the piece 4, perhaps in limb post (being H shaped steel), regain, make standard knot rest pad 21 break away from the piece 4 of marking time that climbs.
More preferably, above-mentioned column supporting arrangement is the only about half of height place at C ellbeam 5, the limb mast axis position of corresponding support post 2, be processed with the through hole slideway (being the square hole track) that adapts with standard knot rest pad 21, standard knot rest pad 21 can slide in this through hole slideway, when standard knot rest pad 21 slips in the limb post of support post 2, support post 2 can be hung on upper support frame device and the lower support rack device.
Described standard knot rest pad 21 is the solid high-grade blooms of strip, has groove near inboard upper and lower surfaces, and this groove guarantees that it hangs over safely that climbing marks time can not deviate from the piece 4.When standard knot rest pad 21 skidded off the limb post of support post 2, upper support frame device and lower support rack device just can relatively move with support post 2.The outer face of described standard knot rest pad 21 is welded with the pin ear, rest pad lever 22 has a short connecting rod with the link increase of standard knot rest pad 21, pin ear on connecting rod one end and the standard knot rest pad 21 is hinged, the other end has through hole, this through hole is an elongated hole, the displacement that its two ends take place when being used to compensate rest pad lever 22 along lever support 24 rotations, when supporting small oil tank 23 is flexible,, standard knot rest pad 21 is correspondingly slided into and skids off the limb post by the transmission of rest pad lever 22.
Referring to Fig. 5, described column clamping device comprises the slideway 28, the clamp 29 that is placed on slideway 28 that are arranged on the girder, be positioned at the backboard 31 at clamp 29 rears and be threaded in fishbolt 30 on the backboard 31, the front end of described fishbolt 30 withstands on the back side of clamp 29, and the front of clamp 29 is attached to again on the limb post of support post 2.By rotation fishbolt 30, clamp is moved horizontally to the support post direction in girder, thereby reach the purpose that clamps or unclamp support post.More preferably, described column clamping device as shown in Figure 5, be highly to locate at C ellbeam 5 about 2/3, the limb mast axis position of corresponding support post 2, be processed with the slideway 29 that is about C ellbeam one half width that adapts with clamp 29, have the screw that matches with fishbolt 30 on the backboard 31 in slideway, fishbolt 30 rotates, can push clamp 29 to support post 2 by screw, thereby clamps.
Referring to Fig. 1, Fig. 4, it is identical that described girder is worn the structure that pin assembly 7 and support bar wear pin assembly 25, include and wear pin cylinder support 26 and wear pin oil cylinder 27, the cylinder body of wherein wearing pin oil cylinder 27 is fixedly connected on girder attached wall ears plate 6 or the support bar attached wall ears plate 10 by wearing pin cylinder support 26, wears band pin piston rod in the pin oil cylinder 27 and the pin-and-hole on the bracket 3 and is connected.Girder is worn pin assembly 7 and support bar and is worn the form that band pin piston rod in the pin assembly 25 both can be made into the lever pin unification, also piston rod, bearing pin split, and both connect by bearing pin or flange connects.Under the situation of the pin-and-hole of girder attached wall ears plate 6 and bracket or support bar attached wall ears plate 10 and the basic contraposition of pin-and-hole of bracket, wear the strength that pin assembly 7 and support bar are worn pin assembly 25 by girder, the bearing pin end of band pin piston rod is inserted in the pin-and-hole, thereby together with both pin joints, perhaps from above-mentioned pin-and-hole, extract band pin piston rod out, two plates 10 of girder attached wall ears plate 6 or support bar attached wall and bracket 3 are broken away from.
The process of climbing of the present utility model: one, the lifting of upper support frame device: unclamp the fishbolt 30 on the column clamping device earlier, make clamp 29 leave support post 2 about 3 millimeters, master cylinder 17 is received the about 3 centimeters distances of cylinder, make under the lifting beam hangers 15 piece 4 of just having deviate to climb to mark time, allow hangers small oil tank 20 receive cylinder, after making lifting beam 12 integral body leave support post 2, main oil cylinder piston bar 16 in the master cylinder 17 is stretched out about whole range distance, hangers on the lifting beam 14 being aimed at climbs again the mark time top of piece 4, operation hangers small oil tank 20 is stretched cylinder, allow lifting beam 12 come on the support post 2, hangers 14 is suspended to standard and climbs and mark time on the piece 4 on the lifting beam, shrink main oil cylinder piston bar 16, stop when just allowing the weight of upper support frame device bear by master cylinder 17, four pin oil cylinders of wearing in the pin assembly 7 27 of wearing on the operation upper support frame device are received cylinder, after the bearing pin end that allows band sell piston rod 25 is extracted out from the pin-and-hole of bracket 3, continue to shrink master cylinder 17 again, make upper support frame device integral body upwards promote the stroke of an about master cylinder 17 along support post 2, supporting small oil tank 23 in the column supporting arrangement stretches out, allow standard knot rest pad 21 insert to climb and mark time on the piece 4, master cylinder 17 is stretched cylinder, allow upper support frame device total weight bear by standard knot rest pad 21, and allow hangers 14 breaks away from the piece 4 of marking time that climbs on the lifting beam, hangers small oil tank 20 shrinks, allow lifting beam 12 integral body leave support post 2, this has promptly finished the whole lifting step of upper support frame device one time, repeat to promote, pin-and-hole on the girder attached wall ears plate in the upper support frame device overlaps substantially with the pin-and-hole of the bracket 3 of last layer, operation is worn pin oil cylinder 27 and is stretched cylinder, the bearing pin end of band pin piston rod 25 is inserted in the pin-and-hole of bracket 3, finish the lifting work of upper support frame device to this.
Two, the lifting of support post 2 and lower support rack device: after the lifting of upper support frame device finishes, operation hangers small oil tank 20, allow lifting beam 12 break away from the piece 4 of marking time that climbs, after master cylinder 17 regained as far as possible, operation hangers small oil tank 20, hangers 15 under the lifting beam is tangled climb the bottom of piece 4 of marking time, suitable jacking master cylinder 17, allow jacking master cylinder 17 bear whole load of support post 2 fully, and the standard knot rest pad 21 that makes the lower support rack device hangs over to climb and marks time behind the top of piece 4, stop the jacking of master cylinder 17, on the operation lower support rack device four wear and wear pin oil cylinder 27 in the pin assembly 7, after the bearing pin end that allows band sell piston rod 25 is extracted from the pin-and-hole of bracket 3, continue jacking master cylinder 17, make support post 2 be with the lower support rack device to promote together, stop jacking near whole strokes the time up to master cylinder 17 jackings, column supporting arrangement on the operation upper support frame device, allow standard knot rest pad 21 stretch to support post 2 limb post (H shaped steel) in, and tangle the bottom of piece 4 of marking time of climbing, shrink master cylinder 17, allow whole load bear by standard knot rest pad 21, this has promptly finished the step of once climbing of support post 2 and lower support rack device, repeat to climb, pin-and-hole on the girder attached wall ears plate 6 of lower support rack device overlaps with the pin-and-hole of the bracket 3 of last layer, operation is worn pin oil cylinder 27 and is stretched cylinder, and the bearing pin end of band pin piston rod 25 is inserted in the pin-and-hole of bracket 3; Shrink master cylinder 17, allow the lower support rack device bear vertical load, finish the work of climbing of support post 2 and lower support rack device to this.Clamp all the column clamping devices on the two-layer bracing frame at last.
Three, the adjustment of climb altitude: under the certain situation of climbing distance (being that bilevel bracket spacing is fixed), suitable adjustment climb altitude, described lower support rack device can move on support post 2.Under the situation of minimum climbing distance, below the lower support rack device, also should keep one section support post 2, its length should conform to the maximum height difference between the floor, and dwindle in the distance of marking time between the piece 4 of will climbing on this section support post 2, such as being 0.5 meter, then as far as possible, by the diverse location of lower support rack device on support post 2, can adjust climb altitude, minimum adjusted value is 0.5 meter, and increases progressively with 0.5 meter multiple.If required climb altitude is than low 1 meter of actual climbing distance, then after lower support rack device and bracket 3 pin joints finish, standard knot rest pad 21 on the lower support rack device is recovered in the girder, the lower support rack device can be moved along support post 2, operate master cylinder 17 again and receive cylinders, stop to receive cylinder after making support post 2 move down 1 meter, again the standard knot rest pad 21 in the lower support rack device is stretched out, and be bearing in to climb and mark time on the piece 4, bear whole vertical loads.
Equivalent variations according to the utility model claim is done still belongs to the scope that the utility model is contained.
Claims (9)
1. attached wall bracing frame hydraulic pressure climbing system, comprise support post (2), support frame device and hydraulic jacking device, it is characterized in that: the support frame as described above device removably connects with the bracket (3) that is fixed on the core tube concrete wall (1), and support frame device comprises upper support frame device and lower support rack device at least, is provided with column supporting arrangement and column clamping device on upper support frame device and the lower support rack device; Vertically be intervally distributed with the piece (4) of marking time that climbs on the limb post of described support post (2), support post (2) piece (4) of marking time by climbing is bearing on the column supporting arrangement, and also clamping is connected support post (2) with the lower support rack device with the upper support frame device by the column clamping device; The lower end of described hydraulic jacking device is connected on the upper support frame device, and the piece (4) of marking time of climbing on the upper end of hydraulic jacking device and the support post (2) is connected.
2. attached wall bracing frame hydraulic pressure climbing system according to claim 1, it is characterized in that: described upper support frame device is identical with the structure of lower support rack device, include girder, girder support bar (8) and connecting rod (9), described girder is block form and is enclosed within on the support post (2), be fixedly connected with girder attached wall ears plates (6) on the girder, the bracket (3) that girder attached wall ears plates (6) are worn on pin assembly (7) and the core tube concrete wall (1) by girder removably connects, described girder support bar (8) is connected between the bracket (3) of girder downside and girder below, the upper end of girder support bar (8) is connected with girder by girder attachment pegs (32), the lower end of girder support bar (8) is connected with support bar attached wall ears plates (10), the bracket (3) that support bar attached wall ears plates (10) are worn pin assembly (25) and girder below by support bar removably connects, and described connecting rod (9) is connected between girder and the girder support bar (8).
3. attached wall bracing frame hydraulic pressure climbing system according to claim 2, it is characterized in that: described hydraulic jacking device comprises lifting beam (12), lifting beam bearing pin (13), hangers on the lifting beam (14), hangers under the lifting beam (15), master cylinder (17), master cylinder fixed frame (18) and master cylinder support bar (19), wherein the cylinder body lower end of master cylinder (17) is articulated and connected on the girder of upper support frame device, main oil cylinder piston bar (16) upper end of master cylinder (17) is articulated and connected by lifting beam bearing pin (13) and lifting beam (12), lifting beam (12) is gone up bilateral symmetry and is fixedly connected with hangers (15) under hangers on the lifting beam (14) and the lifting beam, under hangers on the lifting beam (14) and the lifting beam hangers (15) again with support post (2) on the piece (4) of marking time of climbing be connected, described master cylinder fixed frame (18) is enclosed within on the cylinder body of master cylinder (17), and described master cylinder support bar (19) is connected between the girder of master cylinder fixed frame (18) and upper support frame device.
4. attached wall bracing frame hydraulic pressure climbing system according to claim 3, it is characterized in that: be connected with hangers small oil tank (20) between the cylinder body of described master cylinder (17) and the girder of upper support frame device, the cylinder body of the upper end of this hangers small oil tank (20) and master cylinder (17) is articulated and connected, and the lower end of this hangers small oil tank (20) and the girder of upper support frame device are articulated and connected.
5. attached wall bracing frame hydraulic pressure climbing system according to claim 2, it is characterized in that: described column supporting arrangement comprises standard knot rest pad (21), rest pad lever (22), supporting small oil tank (23) and lever support (24), wherein the piece (4) of marking time of climbing on an end of standard knot rest pad (21) and the support post (2) matches, the other end of standard knot rest pad (21) passes girder to the girder outside, be articulated and connected with an end of rest pad lever (22), the middle part of rest pad lever (22) is articulated and connected on girder by lever support (24), the other end of rest pad lever (22) is articulated and connected with the piston rod of supporting small oil tank (23), and the cylinder body of supporting small oil tank (23) is fixedly connected on the girder again.
6. attached wall bracing frame hydraulic pressure climbing system according to claim 2, it is characterized in that: described column clamping device comprises the slideway (28), the clamp (29) that is placed on slideway (28) that are arranged on the girder, be positioned at the backboard (31) at clamp (29) rear and be threaded in fishbolt (30) on the backboard (31), the front end of described fishbolt (30) withstands on the back side of clamp (29), and the front of clamp (29) is attached to again on the limb post of support post (2).
7. attached wall bracing frame hydraulic pressure climbing system according to claim 2, it is characterized in that: it is identical that described girder is worn the structure that pin assembly (7) and support bar wear pin assembly (25), include and wear pin cylinder support (26) and wear pin oil cylinder (27), the cylinder body of wherein wearing pin oil cylinder (27) is fixedly connected on girder attached wall ears plates (6) or the support bar attached wall ears plates (10) by wearing pin cylinder support (26), wears band pin piston rod in the pin oil cylinder (27) and the pin-and-hole on the bracket (3) and is connected.
8. attached wall bracing frame hydraulic pressure climbing system according to claim 2 is characterized in that: described girder surrounds a block form by two C ellbeams (5) and two tie-beams (11) of being connected between two C ellbeams.
9. attached wall bracing frame hydraulic pressure climbing system according to claim 2 is characterized in that: described support post (2) comprises the limb post and connects lacing between the adjacent two limb posts that described limb post is formed by connecting from beginning to end by a section limb post standard knot.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200326385U CN202000658U (en) | 2011-01-30 | 2011-01-30 | Hydraulic climbing system for wall-attached support frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200326385U CN202000658U (en) | 2011-01-30 | 2011-01-30 | Hydraulic climbing system for wall-attached support frame |
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| Publication Number | Publication Date |
|---|---|
| CN202000658U true CN202000658U (en) | 2011-10-05 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011200326385U Expired - Fee Related CN202000658U (en) | 2011-01-30 | 2011-01-30 | Hydraulic climbing system for wall-attached support frame |
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| Country | Link |
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| CN (1) | CN202000658U (en) |
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| CN102976215A (en) * | 2012-11-16 | 2013-03-20 | 上海市机械施工有限公司 | External suspension type crane overhead integral shift device and shift method thereof |
| CN103922231A (en) * | 2014-04-14 | 2014-07-16 | 南通庞源机械工程有限公司 | Climbing method of inside-climbing tower crane for super high-rise building |
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| CN106049857A (en) * | 2016-06-28 | 2016-10-26 | 上海建工集团股份有限公司 | Turbine screw type continuous-adjustment supporting device for hydraulic climbing formwork system |
| CN106639303A (en) * | 2016-11-21 | 2017-05-10 | 中国建筑股份有限公司 | Hydraulic climbing formwork frame special for lift |
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- 2011-01-30 CN CN2011200326385U patent/CN202000658U/en not_active Expired - Fee Related
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN102976215A (en) * | 2012-11-16 | 2013-03-20 | 上海市机械施工有限公司 | External suspension type crane overhead integral shift device and shift method thereof |
| CN103922231A (en) * | 2014-04-14 | 2014-07-16 | 南通庞源机械工程有限公司 | Climbing method of inside-climbing tower crane for super high-rise building |
| CN103922231B (en) * | 2014-04-14 | 2016-04-20 | 南通庞源机械工程有限公司 | The method of climbing of high-rise building Inner climbing tower machine |
| CN105271021A (en) * | 2015-09-30 | 2016-01-27 | 徐州建机工程机械有限公司 | Pin penetrating oil cylinder support structure for boom joints of tower crane boom |
| CN105401529A (en) * | 2015-12-18 | 2016-03-16 | 辽宁科技学院 | Full-automatic bridge pier template lifting and locating device and method |
| CN105401529B (en) * | 2015-12-18 | 2018-03-13 | 辽宁科技学院 | A kind of full-automatic bridge abutment moulding plate lifting positioner device |
| CN106049857A (en) * | 2016-06-28 | 2016-10-26 | 上海建工集团股份有限公司 | Turbine screw type continuous-adjustment supporting device for hydraulic climbing formwork system |
| CN106049857B (en) * | 2016-06-28 | 2018-10-09 | 上海建工集团股份有限公司 | The support device of turbine screw continuously adjustable for hydraulic climbing die block system |
| CN106639303A (en) * | 2016-11-21 | 2017-05-10 | 中国建筑股份有限公司 | Hydraulic climbing formwork frame special for lift |
| CN106639303B (en) * | 2016-11-21 | 2019-06-28 | 中国建筑股份有限公司 | Elevator dedicated hydraulic creeping formwork frame body |
| CN111847197A (en) * | 2020-07-03 | 2020-10-30 | 中建三局集团有限公司 | Heavy-duty carrying equipment and its construction method |
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