CN219794602U - Top mould self-lifting supporting system and climbing device thereof - Google Patents
Top mould self-lifting supporting system and climbing device thereof Download PDFInfo
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- CN219794602U CN219794602U CN202320620131.4U CN202320620131U CN219794602U CN 219794602 U CN219794602 U CN 219794602U CN 202320620131 U CN202320620131 U CN 202320620131U CN 219794602 U CN219794602 U CN 219794602U
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- 230000009194 climbing Effects 0.000 title claims abstract description 108
- 210000000078 claw Anatomy 0.000 claims abstract description 136
- 230000007246 mechanism Effects 0.000 claims abstract description 38
- 230000000149 penetrating effect Effects 0.000 claims description 10
- 239000013013 elastic material Substances 0.000 claims description 6
- 230000013011 mating Effects 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 44
- 229910000831 Steel Inorganic materials 0.000 abstract description 19
- 239000010959 steel Substances 0.000 abstract description 19
- 238000010422 painting Methods 0.000 abstract description 7
- 238000010586 diagram Methods 0.000 description 7
- 238000000034 method Methods 0.000 description 7
- 230000008569 process Effects 0.000 description 7
- 230000007306 turnover Effects 0.000 description 7
- 230000000712 assembly Effects 0.000 description 3
- 238000000429 assembly Methods 0.000 description 3
- 230000003028 elevating effect Effects 0.000 description 3
- 230000009471 action Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000002493 climbing effect Effects 0.000 description 1
- 239000013536 elastomeric material Substances 0.000 description 1
- 239000011796 hollow space material Substances 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 238000003475 lamination Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000012858 resilient material Substances 0.000 description 1
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Abstract
The utility model discloses a top die self-lifting supporting system and a climbing device thereof. The climbing device of the top die self-lifting supporting system comprises a bearing piece, a climbing frame and a supporting frame, wherein the bearing piece is provided with an outer claw shoe assembly and a first turning claw assembly, the climbing frame is provided with the outer claw shoe assembly which is adapted to be erected on the first turning claw assembly, the supporting frame is provided with an inner claw shoe which is used for the first turning claw assembly to stretch in to hang the supporting frame on the bearing piece, the first turning claw assembly and the second turning claw assembly are both provided with rotatable turning claws, and the turning claws are correspondingly provided with locking mechanisms to lock the turning claws. The self-lifting supporting system for the top mould provided by the utility model is convenient for the construction steel platform to be disassembled below on one hand, and the construction steel platform after descending on the other hand can provide a working surface for secondary structure and external wall painting and other operations.
Description
Technical Field
The utility model relates to the technical field of top die construction, in particular to a top die self-lifting supporting system and a climbing device thereof.
Background
The top mould construction integrated platform for (super) high-rise building structure construction has better bearing capacity and construction equipment integration capacity. The integrated platform for top-mold construction needs to be matched with a self-elevating supporting system to realize the climbing function of the integrated platform relative to a multi-layer concrete main body structure.
However, the existing self-lifting supporting system adopts the turning claw to support the self-lifting supporting system, the turning claw can turn upwards to enable the climbing frame to ascend when the climbing frame ascends, when the climbing frame ascends to the position above the turning claw, the turning claw returns under the action of self gravity and can support the climbing frame positioned above, and when the climbing frame descends downwards, the interference of the turning claw can be caused, so that the existing self-lifting supporting system only has the jacking function. When the construction of the concrete main body structure is completed, the construction integrated platform is detached at high altitude, so that the high altitude operation has a certain safety risk and low working efficiency; meanwhile, the existing construction integrated platform is mainly used for concrete main structure construction, and can not provide a working surface for secondary structure and outer wall painting and other operations.
Disclosure of Invention
The utility model mainly aims to provide a self-lifting supporting system of a top die and a climbing device thereof, which aim to realize a descending function.
In order to achieve the above purpose, the utility model provides a climbing device of a top die self-lifting supporting system, which comprises a bearing piece, a climbing frame and a supporting frame, wherein the bearing piece is provided with an outer claw shoe assembly and a first turning claw assembly, the climbing frame is provided with a first turning claw assembly which is matched with the outer claw shoe assembly to be erected above the outer claw shoe assembly, the supporting frame is provided with an inner claw shoe which is used for the first turning claw assembly to extend into to hang the supporting frame on the bearing piece, the first turning claw assembly and the second turning claw assembly are respectively provided with a rotatable turning claw, and the turning claws are correspondingly provided with locking mechanisms to lock the turning claws.
Preferably, the locking mechanism comprises a limit baffle, the turning claw is provided with a pin shaft in a penetrating manner so as to realize rotation of the turning claw, the head of the pin shaft is provided with a limit groove, and the pin shaft is inserted into the limit groove through the limit baffle so as to limit rotation of the pin shaft.
Preferably, the limit baffle is detachably arranged on the bearing piece and the climbing frame.
Preferably, a limiting protrusion is arranged on the outer side wall of the pin shaft, a positioning groove is arranged on the inner wall of the through hole, through which the pin shaft passes, of the turning claw, and the limiting protrusion is accommodated in the positioning groove to fixedly connect the turning claw with the pin shaft.
Preferably, the elastic material layer is mounted on the matching contact surface of the turning claw through a fastener.
Preferably, the climbing frame comprises two side plates and a base connected with the two side plates, the supporting frame is positioned in a concave space formed by the two side plates and the base, and the supporting frame and the climbing frame can be hung on the outer side of the same layer of bearing piece.
Preferably, a guide assembly is arranged on the side surface of the supporting frame, a guide groove is arranged on one side, close to each other, of the two side plates of the climbing frame, and the guide assembly is accommodated in the guide groove so as to guide the lifting of the supporting frame.
Preferably, the guide assembly comprises a guide seat fixed on the side surface of the support frame and a wear plate detachably mounted on the outer side surface of the guide seat.
The utility model further provides a top die self-lifting supporting system, which comprises the climbing device, a telescopic mechanism and a supporting upright post, wherein the telescopic mechanism comprises a telescopic rod and a cylinder body, the bottom of the telescopic rod is connected with the bottom of the climbing frame through a spherical hinge structure, the cylinder body is arranged on a supporting frame in a penetrating way, a spring box is arranged at the top of the supporting frame, an upper flange and a lower flange are arranged on the cylinder body, the upper flange can be abutted against the top surface of the spring box, the lower flange can be abutted against the bottom end surface of the supporting frame to lift the supporting frame, and the bottom of the supporting upright post is fixedly connected with the cylinder body.
Preferably, the spring box is detachably arranged at the top of the supporting frame, the spring box comprises a seat body, a cover body, a guide shaft, a spring and a limit bolt, wherein the seat body is arranged in a hollow mode, the cover body is covered on the upper portion of the seat body, the guide shaft is fixed on the seat body, the spring is sleeved outside the guide shaft, the limit bolt penetrates through the seat body and the side face of the cover body, the side face of the cover body is provided with a limit hole for the limit bolt to penetrate through, the limit bolt moves up and down in the limit hole when the cover body moves relative to the seat body, and the inner portions of the seat body and the cover body are hollow to enable the cylinder body to penetrate through.
According to the climbing device provided by the utility model, the locking mechanism is arranged to limit the rotation of the turning claw, so that the climbing frame can descend relative to the bearing piece, on one hand, the climbing device is convenient for the construction steel platform to be disassembled below, and on the other hand, the descending construction steel platform can provide a working surface for secondary structure, external wall painting and other operations.
Drawings
FIG. 1 is a schematic diagram of a top mold self-elevating support system of the present utility model;
FIG. 2a is a schematic diagram of a front view of a bearing member in a top-mold jack-up support system;
FIG. 2b is a schematic diagram of an exploded construction of a load bearing member in a top mold jack-up support system;
FIG. 2c is a schematic view of the structure of the first flip-pawl assembly in the top mold jack-up support system;
FIG. 2d is a schematic view of the structure of the outer shoe assembly in the top mold self-lifting support system;
FIG. 2e is a schematic view of the structure of the first rotating pin in the top mold jack-up and down support system;
FIG. 2f is a schematic view of the structure of the top mold jack-up support system with the turning claw assembly rotated;
FIG. 3a is a schematic view of the structure of a climbing frame in a top-mold jack-up support system;
fig. 3b is a schematic structural view of a second rotating pin in the climbing frame of the top mold self-elevating support system;
FIG. 4a is a schematic view of the structure of a support frame in the top mold jack-up and down support system;
FIG. 4b is a schematic view of the structure of the spring case in the top mold jack-up support system;
FIG. 4c is a schematic view of the structure of the guide assembly in the top mold jack-up support system;
FIG. 5 is a schematic view of the telescopic mechanism in the top mold jack-up and down support system;
FIG. 6a is a schematic diagram of the structure of the top mold self-elevating support system in an initial state of the elevating condition;
FIG. 6b is a schematic diagram of the structure of the jacking mode of the jacking support system in an intermediate state;
FIG. 6c is a schematic diagram of the structure of the jacking working condition of the jacking supporting system of the top die in a completed state;
FIG. 7a is a schematic view of the structure of the top mold self-elevating support system in an initial state of the elevating condition;
FIG. 7b is a schematic view of the structure of the top mold in an intermediate state of lifting the working condition of the self-lifting support system;
FIG. 7c is a schematic view of the structure of the top mold self-elevating support system in a completed state;
FIG. 8a is a schematic diagram of a top mold self-elevating support system in an initial configuration of the lowering operation;
FIG. 8b is a schematic view of the structure of the climbing frame in the middle of the climbing frame under the descending condition of the top mold self-elevating support system;
FIG. 8c is a schematic view of the structure of the climbing frame in the completion state of the descending operation of the top mold self-elevating support system;
FIG. 8d is a schematic view of the structure of the top mold self-elevating support system in the completed state of the support frame under the descending condition.
In the drawing the view of the figure, 1-construction steel platform, 2-turnover concrete structure embedded part, 3-bearing part, 3.1-bearing part main body, 3.1.1-first top block, 3.1.2-second top block, 3.2-bolt, 3.3-first turning claw component, 3.3.1-first turning claw, 3.3.2-first elastic material layer, 3.3.3-screw, 3.4-outer claw shoe component, 3.4.1-outer claw shoe, 3.4.2-transverse rib plate, 3.4.3-vertical rib plate, 3.5-first rotating pin component, 3.5.1-first pin shaft, 3.5.2-first flat key, 3.5.3-first hexagonal head, 3.5.4-first limit baffle, 3.6-shackle, 3.7-layer high adjusting block, 4-climbing frame, 4.1-climbing frame main body 4.1.1-guide slots, 4.2-second pawl assemblies, 4.3-second rotating pin assemblies, 4.3.1-second pins, 4.3.2-second flat keys, 4.3.3-second limit stops, 4.3.4-second hexagonal heads, 4.4-slip limit structures, 5-support brackets, 5.1-support bracket bodies, 5.1.1-inner pawl shoes, 5.2-spring boxes, 5.2.1-spring box boxes, 5.2.1-seat bodies, 5.2.1.2-cover bodies, 5.2.1.3-guide shafts, 5.2.1.4-limit bolts, 5.2.2-springs, 5.3-guide assemblies, 5.3.1-guide seats, 5.3.2-wear plates, 6-telescoping mechanisms, 6.1-upper flanges, 6.2-lower flanges, 6.3-spherical hinge structures and 7-support columns.
The achievement of the objects, functional features and advantages of the present utility model will be further described with reference to the accompanying drawings, in conjunction with the embodiments.
Detailed Description
It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the scope of the utility model.
It should be noted that, in the description of the present utility model, the terms "transverse", "longitudinal", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, merely for convenience in describing the present utility model and simplifying the description, and do not indicate or imply that the apparatus or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present utility model. Furthermore, the terms "first," "second," and the like are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
The utility model provides a top die self-lifting supporting system.
Referring to fig. 1 to 5, in the preferred embodiment, a jack-up and down support system (the jack-up and down support system refers to a self-contained driving mechanism, namely, a telescopic mechanism 6) comprises a climbing device, a telescopic mechanism 6 and a support column 7, wherein the climbing device comprises a bearing piece 3, a climbing frame 4 and a support frame 5, the bearing piece 3 is provided with an outer claw shoe assembly 3.4 and a first turning claw assembly 3.3, the climbing frame 4 is provided with the outer claw shoe assembly 3.4 which is adapted to be erected above the outer claw shoe assembly 3.3, the support frame 5 is provided with an inner claw shoe 5.1.1 for the first turning claw assembly 3.3 to extend into so as to hang the support frame on the bearing piece 3, the first turning claw assembly 3.3 and the second turning claw assembly 4.2 are respectively provided with rotatable turning claws, and the turning claws are correspondingly provided with locking mechanisms so as to lock rotation of the turning claws.
The supporting upright post 7 comprises a telescopic rod and a cylinder body, the bottom of the telescopic rod is connected with the bottom of the climbing frame 4 through a spherical hinge structure, the cylinder body penetrates through the supporting frame 5, the top of the supporting frame 5 is provided with a spring box 5.2, the cylinder body is provided with an upper flange 6.1 and a lower flange 6.2, the upper flange 6.1 can be abutted against the top surface of the spring box 5.2, the lower flange 6.2 can be abutted against the bottom surface of the supporting frame 5 to lift the supporting frame 5, and the bottom of the supporting upright post is fixedly connected with the cylinder body.
In the prior art, the construction steel platform 1 is detached at high altitude after the construction of the concrete main body structure is completed, so that the high altitude operation has certain safety risk and low working efficiency (the existing self-elevating support system only has an elevating function). In order to meet the requirements of the construction steel platform 1 on the type of ground disassembly and expansion construction operation after the construction of a concrete main structure is completed, the supporting lifting system is required to have a descending function, however, the self-lifting supporting system of the top mould in the prior art does not have the descending function, and the locking mechanism is arranged in the utility model to limit the rotation of the turning claw, so that the climbing frame 4 can descend relative to the bearing piece 3, on one hand, the construction steel platform 1 is convenient to disassemble at the lower part, and on the other hand, the descending construction steel platform 1 can provide an operation surface for secondary structure and outer wall painting and other operations.
The upper end of the supporting upright post 7 is connected with the construction platform, and the lower end is rigidly connected with the upper flange 6.1 of the cylinder body so as to realize climbing of the supporting construction platform. The telescopic mechanism 6 may be in the form of various linear motion mechanisms such as a hydraulic cylinder, a linear guide rod, a spiral lifter, an electric cylinder, etc., which is not limited in the present utility model.
Referring to fig. 2a, the socket 3 includes a socket body 3.1, fasteners (bolts 3.2 may be used) for fastening the socket body 3.1 to a concrete wall, and a first turning claw assembly 3.3, an outer claw shoe assembly 3.4, a first rotating pin assembly 3.5, and a leveling block 3.73.7 mounted on the socket body 3.1. Referring to fig. 2e, the first swivel pin assembly 3.5 includes a first pin 3.5.1, a first flat key 3.5.2, a first hex head 3.5.3 and a first limit stop 3.5.4.
Referring to fig. 2c, the first finger assembly 3.3 comprises a first finger 3.3.1 rotatable relative to the carrier body 3.1 and a first layer of resilient material 3.3.2 mounted on its outer side.
Referring to fig. 2d, the outer claw shoe assembly 3.4 includes an outer claw shoe 3.4.1 for being snugly disposed with the second claw assembly 4.2, a vertical gusset 3.4.3 below the outer claw shoe 3.4.1 to support it, and a lateral gusset 3.4.2 connected to a side of the outer claw shoe 3.4.1 adjacent to the concrete wall.
Referring to fig. 3a, the climbing frame 4 comprises a climbing frame body 4.1, a second turning claw assembly 4.2, a second rotating pin assembly 4.3 and a sliding limiting structure 4.4 (for installing a spherical hinge structure 6.3). The bottom of the climbing frame main body 4.1 is provided with a mounting groove for mounting the spherical hinge structure 6.3. The mounting groove and the limit bolt inside the mounting groove form a sliding limit structure 4.4 together. The climbing frame main body 4.14.1 is provided with a guide groove 4.1.1. The second flip assembly 4.2 comprises a second flip and a flexible buffer layer.
Referring to fig. 3b, the second rotating pin assembly 4.3 includes a second pin 4.3.1, a second flat key 4.3.2, a second limit stop 4.3.3, and a second hex head 4.3.4.
Referring to fig. 4a, the support bracket 5 comprises a support bracket body 5.1, an inner jaw shoe 5.1.1, a spring case 5.2 and a guide assembly 5.3. The guide assembly 5.3 can be accommodated in the guide groove 4.1.1 for guiding the lifting of the support frame 5.
The bearing piece 3 is rigidly connected with the turnover concrete structure embedded piece 2 through the fastener, so that the bearing capacity of the bearing piece 3 and the embedding accuracy are improved.
Further, referring to fig. 4b, the spring box 5.2 is detachably (can be installed by a screw) installed on the top of the supporting frame 5, the spring box 5.2 includes a hollow seat body 5.2.1.1, a cover body 5.2.1.2 covering the seat body 5.2.1.1, a guide shaft 5.2.1.3 fixed on the seat body 5.2.1.1, a spring 5.2.2 sleeved outside the guide shaft 5.2.1.3, and a limit bolt 5.2.1.4 penetrating the side surfaces of the seat body 5.2.1.1 and the cover body 5.2.1.2, a limit hole for the limit bolt 5.2.1.4 to penetrate is formed on the side surface of the cover body 5.2.1.2, the limit bolt 5.2.1.4 moves up and down in the limit hole when the cover body 5.2.1.1 moves relative to the seat body 5.2.1.1, and the inner hollow space of the seat body 5.2.1.1 and the cover body 5.2.1.2 is provided for the cylinder body to penetrate. Threaded holes are formed in the side face and the bottom of the seat body 5.2.1.1, the threaded holes in the bottom are used for installing the guide shaft 5.2.1.3, and the threaded holes in the side face are used for allowing the limit bolts 5.2.1.4 to pass through.
When the spring box 5.2 is installed, firstly, the guide shaft 5.2.1.3 is fixed in the hollow cavity of the seat body 5.2.1.1, then, a plurality of groups of springs 5.2.2 are assembled in the guide shaft 5.2.1.3, and finally, the cover body 5.2.1.2 and the seat body 5.2.1.1 are installed in a whole through the limit bolts 5.2.1.4 at the side part, and attention is paid to ensure that the springs 5.2.2 in the spring box 5.2 are always in a pre-pressed state.
Referring to fig. 3b, the present embodiment proposes a specific structure of the locking mechanism: the locking mechanism comprises a limit baffle (the second limit baffle 4.3.3 corresponds to the second turning claw, the first limit baffle 3.5.4 corresponds to the first turning claw 3.3.1), a pin shaft is arranged on the turning claw in a penetrating mode to realize rotation of the turning claw, a limit groove is formed in the head of the pin shaft, and the limit baffle is inserted into the limit groove to limit rotation of the pin shaft. The locking structure adopting the structure has the advantages of simple structure, easy manufacture and low cost.
Specifically, the limit baffle is detachably arranged on the bearing piece 3 and the climbing frame 4. For example, two groups of bolt holes can be formed in the bearing piece 3 and the climbing frame 4, and when bolts penetrating through the limiting baffle are installed in the first group of bolt holes, the limiting baffle is inserted into an annular positioning groove formed in the end part of the pin shaft, so that the pin shaft is limited to play a role in axial positioning, and the pin shaft is prevented from loosening. When the bolts penetrating through the limit baffle are arranged in the second group of bolt holes, the limit baffle is inserted into the special-shaped limit groove at the inner side of the annular locating groove, and at the moment, the pin shaft cannot rotate, so that the rotation of the turning claw can be locked.
Further, referring to fig. 2e and fig. 3b, a limiting protrusion (such as a mounting flat key) is arranged on the outer side wall of the pin shaft (including the first pin shaft 3.5.1 and the second pin shaft 4.3.1), a positioning groove is arranged on the inner wall of the through hole for the pin shaft to pass through, and the limiting protrusion is accommodated in the positioning groove to fixedly connect the turning claw and the pin shaft. Through the cooperation of the limiting bulge and the positioning groove, the circumferential rotation of the pin shaft is limited, and meanwhile, the installation process of the turning claw and the pin shaft is very simple.
Further, the mating contact surfaces of the prongs (including the first prong 3.3.1 and the second prong) are provided with a layer of elastomeric material by fasteners (e.g., screws). Through setting up the elastic material layer, thereby the elastic material layer is out of shape under external force has guaranteed to turn over claw and outer claw boots 3.4.1 or interior claw boots 5.1.1 can closely laminate in order to bear the weight together.
In this embodiment, referring to fig. 3a, the climbing frame 4 includes two side plates and a base connecting the two side plates, the supporting frame 5 is located in a concave space formed by the two side plates and the base, and the supporting frame 5 and the climbing frame 4 can be hung on the outer side of the same layer of bearing member 3.
Because the supporting frame 5 is hung on the bearing member 3 on the upper layer of the climbing frame 4 in the prior art, that is, the supporting frame 5 and the climbing frame 4 are not on the same layer, the climbing frame 4 and the supporting frame 5 at least need to occupy at least two layers of heights (therefore, in the prior art, a multi-layer concrete main structure is generally adopted to install the existing self-elevating support system, that is, the self-elevating support system can be installed after the concrete main structure is at least constructed for two layers, in addition, the self-elevating support system occupies the multi-layer structure, so that the follow-up secondary structure, external wall painting and other follow-up construction operations are inconvenient). In this embodiment, the supporting frame 5 is accommodated in the concave space formed by the climbing frame 4, so that the supporting frame 5 and the climbing frame 4 can be simultaneously hung on the side surface of the bearing member 3 on the same layer, thus the supporting frame 5 and the climbing frame 4 occupy a layer of space together, and the self-lifting supporting system can be installed after the concrete main structure is constructed for one layer, so that the construction steel platform 1 can be inserted into the concrete main structure construction as soon as possible. In addition, the self-lifting supporting system only occupies one layer of structure, so that the follow-up secondary structure and the follow-up construction operations such as external wall painting are facilitated. That is, the same-floor frame type supporting lifting system achieves the same-floor climbing effect (same-floor climbing means that the supporting frame 5 and the climbing frame 4 can be hung on the bearing piece 3 on the same floor at the same time).
Referring to fig. 4a, a guide assembly 5.3 is mounted on the side of the support frame 5, guide grooves 4.1.1 are formed in the sides of the climbing frame 4, which are close to each other, and the guide assembly 5.3 is accommodated in the guide grooves 4.1.1 to guide the lifting of the support frame 5.
The guide sliding pair is formed by the guide assembly 5.3 and the guide groove 4.1.1 of the climbing frame 4, so that the mutual guiding effect of the supporting frame 5 and the climbing frame 4 in the movement process is ensured, that is, the mutual climbing of the frames is guided (the mutual climbing of the frames refers to the relative movement between the climbing frame 4 and the supporting frame 5).
Further, the guide assembly 5.3 comprises a guide holder 5.3.1 fixed on the side of the support frame 5 and a wear plate 5.3.2 detachably mounted on the outer side of the guide holder 5.3.1. The material of the wear-resisting plate 5.3.2 is ZCUSn10P1. The guide assembly 5.3 is attached to the support frame body 5.1 by means of screws. The wear resistance of the guide assembly 5.3 is improved by providing wear plates 5.3.2. The thickness of the wear-resistant plate 5.3.2 is adjustable so as to adjust the distance between the support frame 5 and the climbing frame 4, and the adjustable distance ensures the smooth movement of the support frame 5 and the climbing frame 4.
The jacking process of the jacking supporting system of the jacking mould is as follows (comprising two large jacking steps of the supporting frame 5 and the climbing frame 4).
When the telescopic mechanism 6 extends (the cylinder body extends relative to the telescopic rod), the lower flange 6.2 of the telescopic mechanism is contacted with the bottom of the supporting frame 5 step by step, and the upper flange 6.1 of the telescopic mechanism is separated from the spring box 5.2 step by step, so that the lower flange 6.2 supports the supporting frame 5 to continuously rise in the extending motion, and the bottom of the supporting frame 5 and the lower flange 6.2 can slide under external force. During the movement, the load of the construction steel platform 1 is transferred to the telescopic mechanism 6 via the upper flange 6.1. The head of the telescopic mechanism 6 adopts a spherical hinge structure 6.3 to ensure the self-centering effect in the telescopic movement. When the supporting frame 5 rises to the proper position, the telescopic mechanism 6 makes retraction movement (namely the cylinder body slightly moves downwards for a certain distance), so that the inner claw shoes 5.1.1 of the supporting frame 5 and the first turning claw 3.3.1 are simultaneously attached to the multiple surfaces to jointly bear force, and at the moment, the supporting frame 5 is hung on the bearing piece 3. Of course, when the retraction movement is performed, if the inner claw shoes 5.1.1 and the first turning claws 3.3.1 of the supporting frame 5 cannot be bonded in multiple planes due to installation deviation, overlarge structural construction deviation and large deformation under large load in construction, the positions of the supporting frame 5 on the lower flange 6.2 can be adjusted through external force so as to realize that the inner claw shoes 5.1.1 and the first turning claws 3.3.1 are bonded in multiple planes simultaneously to bear force together. The continuous retraction realizes gradual lamination of the upper flange 6.16.1 and the spring box 5.2, and after the jacking is finished, the load of the construction steel platform 1 is sequentially transferred to the upper flange 6.1, the supporting frame 5, the bearing piece 3 and the turnover concrete structure embedded part 2 through the supporting upright post 7 until reaching the concrete main structure. In the jacking process, the load of the construction steel platform 1 is sequentially transferred to the upper flange 6.1, the spherical hinge structure 6.3, the bottom of the climbing frame 4, the second turning claw, the bearing piece 3 and the turnover concrete structure embedded part 2 through the supporting upright post 7 until the construction steel platform is in a concrete main structure (the concrete section specifically depicts the jacking of the climbing frame 4).
When the supporting frame 5 is lifted to the upper layer of bearing pieces 3, the climbing frame 4 can be lifted to move upwards through the telescopic mechanism 6. The second turning claw of the climbing frame 4 is contacted with the outer claw boots 3.4.1 of the bearing piece 3 in the lifting process of the climbing frame 4, so that the second turning claw is turned over inside the climbing frame 4, the second turning claw is gradually separated from contact with the outer claw boots 3.4.1 and turned over under self gravity when the climbing frame 4 continuously ascends, and meanwhile, the second turning claw is in a horizontal state in a natural state through the limit of the top block. Then, the telescopic mechanism 6 extends (namely, the telescopic rod moves downwards), so that the climbing frame 4 is driven to descend, and when the self-centering structure of the second turning claw and the outer claw boot 3.4.1 of the climbing frame 4 is used for realizing the falling position, the position deviation can be eliminated, and the self-centering is in a plane contact state. In the motion process, the spherical hinge structure 6.3 is in a free sliding and rotating state, so that the second turning claw and the outer claw boot 3.4.1 are simultaneously attached to each other for bearing force after the lifting is finished. Of course, the lifting can be performed as desired by non-whole layers. The lifting function enables the climbing frame 4 to be mounted centrally on the support 3 (this section specifically describes the lifting of the support frame 5).
The lowering process of the self-lifting supporting system of the top die is as follows.
Firstly, the retraction movement of the telescopic mechanism 6 lifts the climbing frame 4 (the telescopic rod moves upwards to enable the second turning claw and the outer claw boots 3.4.1 to be separated from support), then the second hexagonal head 4.3.4 is rotated to drive the second turning claw to turn over inside the climbing frame 4 and lock the second turning claw, and then the extension movement of the telescopic mechanism 6 (the telescopic rod moves downwards) enables the climbing frame 4 to move downwards to the position of the next layer of bearing piece 3 and restore the second turning claw to enable the climbing frame 4 to be in a horizontal state (namely, the locking is released and the second turning claw is in an overhanging state), and the second turning claw and the outer claw boots 3.4.1 are simultaneously attached to each other in a multi-face manner to jointly bear force, so that the climbing frame 4 is lowered. After the climbing frame 4 descends, firstly, the telescopic mechanism 6 stretches to move (the cylinder body moves upwards) so that the supporting frame 5 and the first turning claw 3.3.1 are separated from contact, then the first hexagonal heads 3.5.3 of the upper layer and the lower layer of bearing pieces 3 rotate to drive the second turning claw to turn over inside the bearing pieces 3 and lock, and then, the telescopic mechanism 6 retracts to move, so that the supporting frame 5 moves down to the position of the next layer of bearing pieces 3 and restores the horizontal state of the first turning claw 3.3.1, and the multiple surfaces of the first turning claw 3.3.1 and the inner claw boots 5.1.1 are simultaneously attached to the common bearing, thereby realizing the descending of the supporting frame 5. Of course, the descent can be non-whole-layer descent according to construction requirements. After the descent is finished, the telescopic mechanism 6 can be adopted to bear the load of the construction steel platform 1 to be sequentially transferred to the climbing frame 4, the bearing piece 3 and the turnover concrete structure embedded part 2 until the concrete main structure.
The self-lifting supporting system for the top die has the following beneficial effects:
1. through setting up locking mechanical system in order to restrict the rotation of turning over the claw to realize climbing frame 4 can be for the function that bearing member 3 descends, the construction steel platform 1 of being convenient for on the one hand is dismantled in the below, and the construction steel platform 1 after on the other hand descends can provide the working face to operations such as secondary structure and outer wall whitewash.
2. The cylinder body and the support frame 5 can move, the position of the support frame 5 on the lower flange 6.2 is adjusted by external force, so that the inner claw shoe 5.1.1 of the support frame 5 is matched with the first claw turning component 3.3.3, and the position of the second claw turning inserted into the inner claw shoe 5.1.1 is adjusted, and the accuracy of the position of the support frame 5 on the bearing piece 3 when the support frame 5 is lifted is ensured;
3. the spherical hinge structure 6.3 and the buffer balance mechanism are matched for use, so that the effective release of internal force between structural members in the action process of a supporting lifting system is ensured, the cylinder body and the supporting frame 5 are matched for moving, the two points are matched together, on one hand, the accuracy of the lifting position of the supporting frame 5 and the climbing frame 4 on the upper position of the bearing piece 3 is ensured, and on the other hand, the adaptability to the installation deviation, the construction deviation and the lifting operation under the influence of heavy load in construction (the construction deviation and the construction load are external factors which are not centered, and the design of the internal guiding centering structure is insufficient, the external factors and the internal factors are improved, so that the centering is ensured);
4. the same-layer frame type supporting lifting system has the advantages of simple structure, convenient disassembly and stable and reliable work.
The utility model further provides a climbing device of the top die self-lifting supporting system.
Referring to fig. 1 to 5, in the preferred embodiment, a climbing device of a jack-up and down support system includes a bearing member 3, a climbing frame 4 and a support frame 5, wherein a second turning claw assembly 4.2 is provided on the climbing frame 4, the bearing member 3 is provided with an outer claw shoe assembly 3.4 and a first turning claw assembly 3.3, the outer claw shoe assembly 3.4 is located below the second turning claw assembly 4.2 to support the second turning claw assembly, an inner claw shoe 5.1.1 is provided on the support frame 5, the first turning claw assembly 3.3 extends into the inner claw shoe 5.1.1 to support the support frame 5, the second turning claw assembly 4.2 and the first turning claw assembly 3.3 are both provided with rotatable turning claws, and locking mechanisms are correspondingly provided to lock the turning claws.
Further, the locking mechanism comprises a limit baffle, a pin shaft is arranged on the turning claw in a penetrating manner to realize rotation of the turning claw, a limit groove is formed in the head of the pin shaft, and the pin shaft is inserted into the limit groove through the limit baffle to limit rotation of the pin shaft.
The limit baffle is detachably arranged on the bearing piece 3 and the climbing frame 4. The outer side wall of the pin shaft is provided with a limiting bulge, the inner wall of the through hole through which the pin shaft passes through is provided with a positioning groove, and the limiting bulge is accommodated in the positioning groove to fixedly connect the turning claw with the pin shaft. An elastic material layer is arranged on the matched contact surface of the turning claw through a fastener. The climbing frame 4 comprises two side plates and a base connected with the two side plates, and the supporting frame 5 is positioned in a concave space formed by the two side plates and the base and hung outside the bearing piece 3. The side of the supporting frame 5 is provided with a guide component 5.3, the two side plates of the climbing frame 4 are close to each other, one side of the two side plates is provided with a guide groove 4.1.1, and the guide component 5.3 is accommodated in the guide groove 4.1.1 to guide the lifting of the supporting frame 5. The guide assembly 5.3 comprises a guide holder 5.3.1 fixed to the side of the support frame 5 and a wear plate 5.3.2 detachably mounted on the outer side of the guide holder 5.3.1.
According to the climbing device provided by the utility model, the locking mechanism is arranged to limit the rotation of the turning claw, so that the climbing frame 4 can descend relative to the bearing piece 3, on one hand, the construction steel platform 1 is convenient to detach below, and on the other hand, the descending construction steel platform 1 can provide a working surface for secondary structure, external wall painting and other operations.
The foregoing description is only of the preferred embodiments of the present utility model, and is not intended to limit the scope of the utility model, but is intended to cover all equivalent structures modifications, direct or indirect application in other related arts, which are included in the scope of the present utility model.
Claims (10)
1. The climbing device of the top die self-lifting supporting system is characterized by comprising a bearing piece, a climbing frame and a supporting frame, wherein the bearing piece is provided with an outer claw shoe assembly and a first turning claw assembly, the climbing frame is provided with a first turning claw assembly which is matched with the outer claw shoe assembly to be erected above the climbing frame, the supporting frame is provided with an inner claw shoe which is used for the first turning claw assembly to extend into to hang the supporting frame on the bearing piece, the first turning claw assembly and the second turning claw assembly are both provided with rotatable turning claws, and locking mechanisms are correspondingly arranged on the turning claws to lock the turning claws to rotate.
2. The climbing device of the top mold self-lifting supporting system according to claim 1, wherein the locking mechanism comprises a limit baffle, the turning claw is provided with a pin shaft in a penetrating manner to realize rotation, the head of the pin shaft is provided with a limit groove, and the pin shaft is inserted into the limit groove through the limit baffle to limit rotation of the pin shaft.
3. The climbing device of the top mold self-elevating support system according to claim 2, wherein the limit stop is detachably mounted on the force bearing member and the climbing frame.
4. The climbing device of the top die self-lifting supporting system according to claim 2, wherein a limiting protrusion is arranged on the outer side wall of the pin shaft, a positioning groove is arranged on the inner wall of the through hole through which the pin shaft passes through the turning claw, and the limiting protrusion is accommodated in the positioning groove to fixedly connect the turning claw with the pin shaft.
5. Climbing device for a jack-up support system according to claim 1, characterized in that the mating contact surface of the prongs is provided with a layer of elastic material by means of a fastener.
6. A climbing device for a jack-up support system according to any one of claims 1 to 5, wherein the climbing frame comprises two side plates and a base connecting the two side plates, the support frame is located in a concave space formed by the two side plates and the base, and the support frame and the climbing frame can be hung outside the same layer of bearing piece.
7. A climbing device for a jack-up support system according to claim 6, wherein the support frame is provided with guide members on side surfaces thereof, guide grooves are provided on sides of the climbing frame adjacent to each other, and the guide members are accommodated in the guide grooves to guide the lifting of the support frame.
8. A climbing device according to claim 7, wherein the guide assembly comprises a guide holder fixed to a side surface of the support frame and a wear plate detachably mounted to an outer side surface of the guide holder.
9. A top die self-lifting supporting system, which is characterized by comprising a climbing device as claimed in any one of claims 1 to 8, and further comprising a telescopic mechanism and a supporting upright column, wherein the telescopic mechanism comprises a telescopic rod and a cylinder body, the bottom of the telescopic rod is connected with the bottom of a climbing frame through a spherical hinge structure, the cylinder body is arranged on a supporting frame in a penetrating manner, a spring box is arranged at the top of the supporting frame, an upper flange and a lower flange are arranged on the cylinder body, the upper flange can be abutted against the top surface of the spring box, the lower flange can be abutted against the bottom end surface of the supporting frame to lift the supporting frame, and the bottom of the supporting upright column is fixedly connected with the cylinder body.
10. The self-elevating support system of claim 9, wherein the spring box is detachably mounted on the top of the support frame, the spring box comprises a seat body arranged in a hollow manner, a cover body covered above the seat body, a guide shaft fixed on the seat body, a spring sleeved outside the guide shaft, and a limit bolt penetrating through the seat body and the side surface of the cover body, a limit hole for the limit bolt to penetrate is formed in the side surface of the cover body, the limit bolt moves up and down in the limit hole when the cover body moves relative to the seat body, and the seat body and the cover body are arranged in a hollow manner for the cylinder body to penetrate.
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CN202320620131.4U CN219794602U (en) | 2023-03-27 | 2023-03-27 | Top mould self-lifting supporting system and climbing device thereof |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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CN116290710A (en) * | 2023-03-27 | 2023-06-23 | 中建三局集团有限公司 | Co-layer frame mutually climbing type self-lifting supporting system, climbing device and lifting method thereof |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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CN116290710A (en) * | 2023-03-27 | 2023-06-23 | 中建三局集团有限公司 | Co-layer frame mutually climbing type self-lifting supporting system, climbing device and lifting method thereof |
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