CN114908959A - Climbing belt type automatic jacking system of construction integrated platform and use method thereof - Google Patents
Climbing belt type automatic jacking system of construction integrated platform and use method thereof Download PDFInfo
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- CN114908959A CN114908959A CN202210560692.XA CN202210560692A CN114908959A CN 114908959 A CN114908959 A CN 114908959A CN 202210560692 A CN202210560692 A CN 202210560692A CN 114908959 A CN114908959 A CN 114908959A
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- 230000009194 climbing Effects 0.000 title claims abstract description 98
- 238000010276 construction Methods 0.000 title claims abstract description 37
- 238000000034 method Methods 0.000 title claims abstract description 10
- 210000000078 claw Anatomy 0.000 claims abstract description 37
- 238000009434 installation Methods 0.000 claims description 18
- 210000000883 ear external Anatomy 0.000 claims description 13
- 210000003027 ear inner Anatomy 0.000 claims description 13
- 238000009415 formwork Methods 0.000 claims description 8
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 6
- 210000005069 ears Anatomy 0.000 claims description 6
- 230000005540 biological transmission Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 230000007306 turnover Effects 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G3/30—Mobile scaffolds; Scaffolds with mobile platforms suspended by flexible supporting elements, e.g. cables
- E04G3/32—Hoisting devices; Safety devices
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/001—Safety or protective measures against falling down relating to scaffoldings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
- E04G5/046—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on walls
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G2003/286—Mobile scaffolds; Scaffolds with mobile platforms mobile vertically
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Abstract
The invention discloses a climbing belt type automatic jacking system of a construction integrated platform and a using method thereof, wherein the climbing belt type automatic jacking system comprises a platform upright post, a wall-attached supporting member, a jacking climbing belt and a jacking oil cylinder; the upright post main body is distributed with upright post clamping grooves, and two sides of the upright post main body are provided with limiting edges; the wall-attached supporting component comprises a pre-buried screw, a bottom plate, a high-strength bolt, a supporting hook, an upright post limiting structure and a climbing belt mounting structure, the supporting hook transversely extends out in a natural state, can freely swing upwards and reset and can be clamped downwards, and the upright post limiting structure is matched with a limiting edge to prevent the upright post main body from transversely deviating when being lifted; the jacking climbing belts are positioned on two sides of the platform upright post and comprise climbing belt main bodies and connecting structures, and climbing belt clamping grooves are vertically distributed on the climbing belt main bodies; the jacking oil cylinder comprises an oil cylinder main body, a connecting seat and a supporting hanging claw, wherein the supporting hanging claw transversely extends out in a natural state, is clamped upwards and can freely swing and reset downwards. The system has the advantages of strong bearing capacity, low cost, safety and reliability.
Description
Technical Field
The invention belongs to the technical field of super high-rise building construction, and particularly relates to a climbing belt type automatic jacking system of a construction integrated platform and a using method thereof.
Background
In the construction of super high-rise buildings, the construction integrated platform for the core barrel mainly comprises a creeping formwork integrated platform and a top formwork integrated platform, and the top formwork integrated platform is divided into a low-position top formwork integrated platform with few pivots and a micro convex top formwork integrated platform. Wherein:
the creeping formwork integrated platform is limited by the factors such as the pivot form, the attachment position and the like, and the requirement of large bearing capacity is difficult to realize;
the low-position top mold integrated platform has good bearing capacity, but the size of a fulcrum component is large, the design is carried out in a targeted manner according to the structural characteristics of various items, the multiple items are difficult to be universal, the economy is poor, and the integrated platform is easy to have aerial torsion-resistant offset and has potential safety hazards due to the fact that the number of the fulcrums is small (generally 4-6 fulcrums are required to be arranged at the positions of two ends of a supporting beam with walls);
the fulcrum arrangement of the integrated platform of the micro-convex top die is more flexible, but the bearing piece of the integrated platform must be used as a part of the template, so that the manufacturing and processing process requirements are high, and the walking type jacking system is adopted, the counter force of the oil cylinder is provided by additionally arranging the supporting frame, the manufacturing cost of the whole system and the number of layers of the vertical attachment pieces are increased, and the cost is higher.
Disclosure of Invention
The invention aims to provide a climbing belt type automatic jacking system of a construction integrated platform and a using method thereof.
The technical scheme adopted by the invention is as follows:
an automatic climbing belt type jacking system of a construction integrated platform comprises a platform upright post (1), a wall-attached supporting member (2), a jacking climbing belt (3) and a jacking oil cylinder (4); the platform upright post (1) comprises an upright post main body (1.1), upright post clamping grooves (1.2) are vertically distributed on the wall surface of the upright post main body (1.1), and limiting edges (1.3) are arranged on two sides of the upright post main body; the wall-attached supporting members (2) are vertically distributed along a concrete wall body (5) and comprise embedded screw rods (2.1) and bottom plates (2.3), the embedded screw rods (2.1) are anchored on the concrete wall body (5), the bottom plates (2.3) are connected with the embedded screw rods (2.1) through high-strength bolts (2.2) and are mounted on the concrete wall body (5) in a fitting mode, supporting hooks (2.11) are arranged in the middle of the bottom plates (2.3), upright post limiting structures and climbing belt mounting structures are arranged on two sides of the bottom plates, the supporting hooks (2.11) transversely extend out in a natural state, can freely swing upwards and reset and are clamped downwards, the supporting hooks (2.11) are used for extending into upright post clamping grooves (1.2) to support platform upright posts (1), the upright post limiting structures on two sides are matched with the limiting edges (1.3) on two sides to prevent the upright post main bodies (1.1) from transversely shifting when the upright post main bodies (1.1) lift, and the climbing belt mounting structures on two sides are used for respectively mounting climbing belts (3); the jacking climbing belt (3) is positioned on two sides of the platform upright post (1) and comprises climbing belt main bodies (3.1), the climbing belt main bodies (3.1) are detachably mounted on climbing belt mounting structures through connecting structures, and climbing belt clamping grooves (3.2) are vertically distributed on the climbing belt main bodies (3.1); jacking cylinder (4) are including hydro-cylinder main part (4.1), install on stand main part (1.1) on hydro-cylinder main part (4.1) vertical and top, the bottom is equipped with connecting seat (4.2), the both sides of connecting seat (4.2) are equipped with to support and hang claw (4.3), support and hang claw (4.3) transversely stretch out under the natural state and upwards block die, can freely swing downwards and reset, the support of both sides is hung claw (4.3) and is used for stretching into climbing of both sides and takes draw-in groove (3.2) supporting platform stand (1) respectively.
Furthermore, the limiting edge (1.3) is a protruding long edge, the upright post limiting structure is an open limiting groove (2.10), and the long edges on the two sides are matched and embedded into the limiting grooves (2.10) on the two sides.
Furthermore, before the concrete wall (5) is poured, the embedded screws (2.1) are installed on the wall reinforcing steel bars and are positioned and reinforced by the reinforcing steel bars, deviation is avoided when the vibrated concrete is poured, the internal thread openings at the end parts of the embedded screws (2.1) are temporarily plugged, after the concrete wall (5) formwork is disassembled, the installation accuracy of the embedded screws (2.1) is retested, adjustment is carried out according to deviation conditions, and the requirement of the installation accuracy is met.
Further, the embedded screw (2.1) adopts an integral screw (2.1.1), a segmented removable screw (2.1.2) or a split screw (2.1.3).
Further, the segmented removable screw (2.1.2) includes a shear cone (2.1.2.1), an extension block (2.1.2.2), and a shear blanking plate (2.1.2.3).
Furthermore, the climbing belt mounting structure comprises a supporting plate (2.7) with a through hole (2.12), a shoulder pole beam inner ear plate (2.4) and a shoulder pole beam outer ear plate (2.6), the connecting structure comprises a shoulder pole beam (3.3), and a shoulder pole single ear (3.4) and a shoulder pole double ear (3.5) which are respectively positioned at two ends of the lower part of the shoulder pole beam (3.3), one end of the shoulder pole beam (3.3) is lapped on the supporting plate (2.7), the shoulder pole single ear (3.4) penetrates through the through hole (2.12) and extends into a position between the shoulder pole beam inner ear plate (2.4) and the shoulder pole beam outer ear plate (2.6), the shoulder pole beam inner ear plate (2.4), the shoulder pole single ear (3.4) and the shoulder pole beam outer ear plate (2.6) are connected through a pin shaft, and the top end of the climbing belt main body (3.1) is connected to the shoulder pole double ears (3.5) through a pin shaft.
Furthermore, the lower side of the supporting plate (2.7) is reinforced by the inner ear plate (2.4) and/or the outer ear plate (2.6) of the carrying pole beam, and the upper side is reinforced by the rib plate (2.8).
Furthermore, the supporting hook claw (2.11) is arranged on a hook claw double lug (2.5) on the bottom plate (2.3) through a pin shaft, is limited by the bottom plate (2.3) or a component on the bottom plate (2.3) in a natural state and can only swing upwards, and the reset is realized through a torsion spring.
Further, the bottom plate (2.3) is fixedly installed through at least two rows of high-strength bolts (2.2) at the top and the bottom, and waist holes (2.9) are formed in the positions, corresponding to the high-strength bolts (2.2), of the bottom plate (2.3).
The use method of the climbing type automatic jacking system of the construction integrated platform comprises the following steps:
the wall-attached supporting members (2) are vertically distributed and installed along a concrete wall body (5), a platform upright (1) is ensured to be matched with at least three wall-attached supporting members (2) at the same time, the platform upright (1) is hoisted, the upright limiting structures on two sides of an upright main body (1.1) are matched with the limiting edges (1.3) on two sides of the wall-attached supporting member (2), the upright main body (1.1) is prevented from transversely shifting during lifting, supporting hooks (2.11) are positioned in upright clamping grooves (1.2), the climbing belt main body (3.1) is detachably installed on the climbing belt installing structures on two sides of the wall-attached supporting member (2) in the middle position through connecting structures, and the supporting hanging hooks (4.3) on two sides are positioned in the climbing belt clamping grooves (3.2) on two sides;
in the working state of the construction integrated platform, the platform upright post (1) is supported on the supporting hook claw (2.11), and the platform upright post (1) transmits force to the concrete wall body (5) through the wall-attached supporting member (2);
in the jacking state of the construction integrated platform, the oil cylinder main body (4.1) jacks, force is transmitted to the concrete wall body (5) through the supporting hanging claw (4.3), the climbing belt main body (3.1), the connecting structure and the wall-attached supporting member (2) at one end of the oil cylinder main body (4.1), the platform upright column (1) is jacked at the other end of the oil cylinder main body (4.1), the upright column clamping groove (1.2) is sequentially pushed upwards and passes through the supporting hook claw (2.11), and after the oil cylinder main body (4.1) is jacked in place for one time, the supporting hook claw (2.11) resets and extends into the upright column clamping groove (1.2), so that the construction integrated platform is prevented from accidentally falling; when the jacking is required to be continued and the stroke of the oil cylinder main body (4.1) is insufficient, the platform upright column (1) is supported on the supporting hook claw (2.11), then the oil cylinder main body (4.1) recovers and lifts the supporting hook claw (4.3), the supporting hook claw (4.3) upwards sequentially passes through the belt climbing clamping groove (3.2), enters the corresponding belt climbing clamping groove (3.2) after being in place, and then the jacking action of the oil cylinder main body (4.1) is continued; when the climbing belt main body (3.1) needs to be jacked continuously and the stroke of the climbing belt main body is insufficient, the platform upright post (1) is supported on the supporting hook claw (2.11), then the climbing belt main body (3.1) is detached and arranged on the wall-attached supporting component (2) above, and then the jacking action of the oil cylinder main body (4.1) is carried out continuously; when the wall-attached supporting members (2) are not enough due to the need of continuous jacking, the wall-attached supporting members (2) separated from the platform upright columns (1) at the lower part are removed and are circulated to the upper part for use.
The beneficial effects of the invention are:
the system can effectively transmit the load of the construction integrated platform, has strong bearing capacity, simple structure, small size, light weight, flexible installation and disassembly, few layers of vertical attachment pieces, turnover use and low cost, and has transverse torsion resistance, vertical falling prevention capacity, safety and reliability.
Drawings
Fig. 1 is an installation schematic diagram of the climbing belt type automatic jacking system of the construction integrated platform.
Fig. 2 is a partial schematic view of fig. 1.
Fig. 3 is a schematic diagram of the climbing-type automatic jacking system of the construction integrated platform.
Fig. 4 is a partial schematic view of fig. 3.
Fig. 5 is a schematic structural view of the wall-attached supporting member according to the present invention (using an integrated screw).
Fig. 6 is a side view of fig. 5 after installation.
Fig. 7 is a schematic view of the construction of the wall attachment support member of the present invention (using a segmented removable screw).
Fig. 8 is a side view of fig. 7 after installation.
Fig. 9 is a structural view of the screw of fig. 7 which is a sectional removable type.
Fig. 10 is a schematic structural view of the wall-attached supporting member (using a counter-pulling screw) in the present invention.
Fig. 11 is a side view of fig. 10 after installation.
Fig. 12 is a sectional view of the wall-attached support member of the present invention (the support hook is a-shaped).
FIG. 13 is a cross-sectional view of the wall attachment support member of the present invention (support fingers being triangular-like)
In the figure:
1-a platform column; 1.1-a column body; 1.2-column clamping grooves; 1.3-limit edge;
2-wall attached support members; 2.1-pre-burying a screw rod; 2.1.1-integral screw; 2.1.2-segmented removable screw; 2.1.2.1-shear cone; 2.1.2.2-extension block; 2.1.2.3-die cutting plate; 2.1.3-split screw; 2.2-high strength bolts; 2.3-base plate; 2.4-inner ear plate of shoulder pole beam; 2.5-two hooks and two ears; 2.6-external ear plate of shoulder pole beam; 2.7-support plate; 2.8-ribbed plate; 2.9-kidney holes; 2.10-limiting groove; 2.11-support the hook; 2.12-through the hole;
3-jacking climbing belts; 3.1-main body of climbing belt; 3.2-climbing belt clamping groove; 3.3-carrying pole beam; 3.4 shoulder pole single ear; 3.5-shoulder pole double ears;
4-jacking oil cylinders; 4.1-oil cylinder body; 4.2-connecting seat; 4.3-supporting the hanging claws;
5-concrete wall.
Detailed Description
The invention is further illustrated by the following figures and examples.
An automatic climbing belt type jacking system of a construction integrated platform is shown in figures 1 to 13 and comprises a platform upright post 1, a wall-attached supporting member 2, a jacking climbing belt 3 and a jacking oil cylinder 4; the platform upright post 1 comprises an upright post main body 1.1, upright post clamping grooves 1.2 are vertically distributed on the wall surface of the upright post main body 1.1, and limiting edges 1.3 are arranged on two sides of the upright post main body; the wall-attached supporting members 2 are vertically distributed along a concrete wall 5 and comprise embedded screws 2.1 and bottom plates 2.3, the embedded screws 2.1 are anchored on the concrete wall 5, the bottom plates 2.3 are connected with the embedded screws 2.1 through high-strength bolts 2.2 and are installed on the wall 5 in an attaching mode, supporting hooks 2.11 are arranged in the middle of the bottom plates 2.3, upright post limiting structures and climbing belt installation structures are arranged on two sides of the bottom plates, the supporting hooks 2.11 transversely extend out in a natural state and can freely swing and reset upwards and are clamped downwards, the supporting hooks 2.11 are used for extending into upright post clamping grooves 1.2 to support platform upright posts 1, the upright post limiting structures on the two sides are matched with the limiting edges 1.3 on the two sides to prevent transverse deviation when the upright post main body 1.1 is lifted, and the climbing belt installation structures on the two sides are used for respectively installing the jacking climbing belts 3; the jacking climbing belt 3 is positioned on two sides of the platform upright post 1 and comprises climbing belt main bodies 3.1, the climbing belt main bodies 3.1 are detachably mounted on climbing belt mounting structures through connecting structures, and climbing belt clamping grooves 3.2 are vertically distributed on the climbing belt main bodies 3.1; jacking cylinder 4 includes cylinder body 4.1, and cylinder body 4.1 is vertical and the top is installed on stand body 1.1 through the round pin axle, the bottom is equipped with connecting seat 4.2, and the both sides of connecting seat 4.2 are equipped with support pawl 4.3, and support pawl 4.3 transversely stretch out under the natural state and upwards block die, can freely swing downwards and reset, and the support pawl 4.3 of both sides is used for stretching into climbing of both sides respectively and takes draw-in groove 3.2 supporting platform stand 1.
As shown in fig. 1 to 4, in the present embodiment, the limiting edge 1.3 is a protruding long edge, the column limiting structure is an open limiting groove 2.10, and the long edges on both sides are embedded into the limiting grooves 2.10 on both sides, which can prevent the column main body 1.1 from shifting laterally, and can transmit lateral force to the concrete wall 5. Of course, this is not the only form, and the limiting edge 1.3 can be a concave long edge, and the column limiting structure can be a convex long edge, and the combination of the two can also play a role.
In the embodiment, before the concrete wall 5 is poured, the embedded screws 2.1 are installed on the wall reinforcing steel bars and are positioned and reinforced by the reinforcing steel bars, so that deviation is avoided when the vibrated concrete is poured, the internal thread openings at the end parts of the embedded screws 2.1 are temporarily plugged, after the concrete wall 5 template is removed, the installation accuracy of the embedded screws 2.1 is retested, adjustment is performed according to deviation conditions, and the requirement of the installation accuracy is met; by adopting the anchoring mode, the installation precision and the force transmission effect are ensured.
As shown in fig. 5 to 11, the embedded screw 2.1 may be an integrated screw 2.1.1, a segmented removable screw 2.1.2, and a counter-pulling screw 2.1.3, and the segmented removable screw 2.1.2 includes a shear cone 2.1.2.1, an extension block 2.1.2.2, and a shear blanking plate 2.1.2.3, which can be adapted to walls with different thicknesses.
As shown in fig. 1 to 11, in the present embodiment, the climbing belt mounting structure includes a supporting plate 2.7 having a through hole 2.12, a shoulder pole inner ear plate 2.4 and a shoulder pole outer ear plate 2.6, the connecting structure includes a shoulder pole beam 3.3, and a single shoulder pole ear 3.4 and a double shoulder pole ear 3.5 respectively located at both ends of the lower portion of the shoulder pole beam 3.3, one end of the shoulder pole beam 3.3 is lapped on the supporting plate 2.7, the single shoulder pole ear 3.4 is inserted between the inner ear plate 2.4 and the outer ear plate 2.6 of the shoulder pole beam through the through hole 2.12, the inner ear plate 2.4, the single shoulder pole ear 3.4 and the outer ear plate 2.6 of the shoulder pole beam are connected by a pin, and the top end of the climbing belt main body 3.1 is connected to the double shoulder pole ear 3.5 by a pin. This setting both made things convenient for the loading and unloading of jacking to climb area 3, it is reliable and stable after the installation for jacking climbs area 3 and can hang forward in stand main part 1.1 both sides, can pass through attaching wall supporting member 2 scientific transmission to following concrete wall 5 with the atress that jacking climbs area 3, when climbing area main part 3.1 supports stand main part 1.1, pull down shoulder pole roof beam 3.3 one end, shoulder pole roof beam 3.3 middle part is pressed in backup pad 2.7, the other end lifts shoulder pole roof beam inner ear board 2.4, shoulder pole single ear 3.4 and the round pin axle on the shoulder pole roof beam outer ear board 2.6, transmit the power to attaching wall supporting member 2, this is preferred scheme, of course, also can adopt the scheme that other effects are poor, for example, climb and take main part 3.1 top through direct mount on bottom plate 2.3, simple structure is a little like this, but need increase the overhanging length of ears supporting member 2, be unfavorable for the atress transmission.
As shown in fig. 5 to 11, in the present embodiment, the lower side of the support plate 2.7 is reinforced by the inner ear plate 2.4 and/or the outer ear plate 2.6 of the carrying pole beam, and the upper side is reinforced by the rib plate 2.8, so as to improve the stress strength of the structure.
As shown in fig. 5 to 13, in the present embodiment, the supporting hook 2.11 is mounted on the double hook ears 2.5 on the bottom plate 2.3 through the pin shaft, and is limited by the bottom plate 2.3 or the components on the bottom plate 2.3 in the natural state and can only swing upwards, and the return is realized through the torsion spring.
As shown in fig. 5 to 11, in the present embodiment, the bottom plate 2.3 is fixed by at least two rows of high-strength bolts 2.2 at the top and the bottom, and the waist holes 2.9 are provided on the bottom plate 2.3 at positions corresponding to the high-strength bolts 2.2, so that the installation is firm, the position can be adjusted finely and the installation is difficult.
The shape of the main body 1.1 is set as required, and as shown in fig. 1 to 4, in this embodiment, a square hollow tube is preferred to facilitate assembly. The shape of the support fingers 2.11 is arranged as desired, and may be a-shaped as shown in fig. 12, or may be triangular-like as shown in fig. 13.
The application method of the climbing type automatic jacking system of the construction integrated platform comprises the following steps:
the method comprises the following steps that wall-attached supporting members 2 are vertically distributed and installed along a concrete wall 5, it is guaranteed that a platform upright post 1 is matched with at least three wall-attached supporting members 2 at the same time, the platform upright post 1 is hoisted, upright post limiting structures on two sides of an upright post main body 1.1 are matched with limiting edges on two sides of the wall-attached supporting members 2, the upright post main body 1.1 is prevented from transversely shifting when being lifted, supporting hooks 2.11 are located in upright post clamping grooves 1.2, climbing belt main bodies 3.1 are detachably installed on climbing belt installing structures on two sides of the wall-attached supporting members 2 in the middle through connecting structures respectively, and supporting hooks 4.3 on two sides are located in climbing belt clamping grooves 3.2 on two sides;
in the working state of the construction integrated platform, the platform upright post 1 is supported on the support hook 2.11, and the platform upright post 1 transmits force to the concrete wall 5 through the wall-attached support member 2;
in the jacking state of the construction integrated platform, a cylinder body 4.1 is jacked, force is transmitted to a concrete wall body 5 through a support hanging claw 4.3, a climbing belt body 3.1, a connecting structure and a wall-attached supporting member 2 at one end of the cylinder body 4.1, a platform upright post 1 is jacked at the other end of the cylinder body 4.1, upright post clamping grooves 1.2 are sequentially pushed upwards and pass through support hook claws 2.11, and after the cylinder body 4.1 is jacked in place for one time, the support hook claws 2.11 are reset and extend into the upright post clamping grooves 1.2, so that the construction integrated platform is prevented from accidentally falling; when the jacking is required to be continued and the stroke of the oil cylinder main body 4.1 is insufficient, namely the jacking height of the oil cylinder main body 4.1 is insufficient after once jacking, firstly supporting the platform upright post 1 on the supporting hook claw 2.11, then recovering and lifting the supporting hook claw 4.3 by the oil cylinder main body 4.1, upwards sequentially passing through the belt climbing clamping groove 3.2 by the supporting hook claw 4.3, entering the corresponding belt climbing clamping groove 3.2 after being in place, and then continuing the jacking action of the oil cylinder main body 4.1; when the climbing belt main body 3.1 needs to be jacked continuously and the stroke is not enough, namely, the supporting hanging claw 4.3 is already acted on the top of the climbing belt main body 3.1 and cannot be jacked continuously by means of the climbing belt main body 3.1, generally, the climbing belt main body reaches a construction floor and needs to be jacked to the previous construction floor, at the moment, the platform upright post 1 is firstly supported on the supporting hook claw 2.11, then the climbing belt main body 3.1 is detached and installed on the wall-attached supporting member 2 above, and then the jacking action of the oil cylinder main body 4.1 is continuously carried out; when the wall-attached supporting members 2 need to be lifted continuously and are not enough, the wall-attached supporting members 2 which are separated from the platform upright posts 1 are detached from the lower side and are circulated to the upper side for use, so that the wall-attached supporting members 2 do not need to be arranged on the whole line, and the cost is saved during circulation and use.
The system can effectively transmit the load of the construction integrated platform, has strong bearing capacity, simple structure, small size, light weight, flexible installation and disassembly, few layers of vertical attachment pieces, turnover use and low cost, and has transverse torsion resistance, vertical falling prevention capacity, safety and reliability.
It will be understood that modifications and variations can be made by persons skilled in the art in light of the above teachings and all such modifications and variations are intended to be included within the scope of the invention as defined in the appended claims.
Claims (10)
1. The utility model provides a climbing belt type automatic jacking system of integrated platform of construction which characterized in that: comprises a platform upright post (1), a wall-attached supporting member (2), a jacking climbing belt (3) and a jacking oil cylinder (4); the platform upright post (1) comprises an upright post main body (1.1), upright post clamping grooves (1.2) are vertically distributed on the wall surface of the upright post main body (1.1), and limiting edges (1.3) are arranged on two sides of the upright post main body; the wall-attached supporting members (2) are vertically distributed along a concrete wall body (5) and comprise embedded screw rods (2.1) and bottom plates (2.3), the embedded screw rods (2.1) are anchored on the concrete wall body (5), the bottom plates (2.3) are connected with the embedded screw rods (2.1) through high-strength bolts (2.2) and are mounted on the concrete wall body (5) in a fitting mode, supporting hooks (2.11) are arranged in the middle of the bottom plates (2.3), upright post limiting structures and climbing belt mounting structures are arranged on two sides of the bottom plates, the supporting hooks (2.11) transversely extend out in a natural state, can freely swing upwards and reset and are clamped downwards, the supporting hooks (2.11) are used for extending into upright post clamping grooves (1.2) to support platform upright posts (1), the upright post limiting structures on two sides are matched with the limiting edges (1.3) on two sides to prevent the upright post main bodies (1.1) from transversely shifting when the upright post main bodies (1.1) lift, and the climbing belt mounting structures on two sides are used for respectively mounting climbing belts (3); the jacking climbing belt (3) is positioned on two sides of the platform upright post (1) and comprises climbing belt main bodies (3.1), the climbing belt main bodies (3.1) are detachably mounted on climbing belt mounting structures through connecting structures, and climbing belt clamping grooves (3.2) are vertically distributed on the climbing belt main bodies (3.1); jacking cylinder (4) are including hydro-cylinder main part (4.1), install on stand main part (1.1) on hydro-cylinder main part (4.1) vertical and top, the bottom is equipped with connecting seat (4.2), the both sides of connecting seat (4.2) are equipped with to support and hang claw (4.3), support and hang claw (4.3) transversely stretch out under the natural state and upwards block die, can freely swing downwards and reset, the support of both sides is hung claw (4.3) and is used for stretching into climbing of both sides and takes draw-in groove (3.2) supporting platform stand (1) respectively.
2. The climbing belt type automatic jacking system of the construction integrated platform as claimed in claim 1, wherein: the limiting edge (1.3) is a protruded long edge, the upright post limiting structure is an open limiting groove (2.10), and the long edges on two sides are matched and embedded into the limiting grooves (2.10) on two sides.
3. The climbing type automatic jacking system of the construction integrated platform as claimed in claim 1, wherein: before the concrete wall body (5) is poured, the embedded screws (2.1) are installed on the wall body reinforcing steel bars and are positioned and reinforced by the reinforcing steel bars, deviation is avoided when the vibrated concrete is poured, the internal thread openings at the end parts of the embedded screws (2.1) are temporarily plugged, after the concrete wall body (5) formwork is disassembled, the installation accuracy of the embedded screws (2.1) is retested, adjustment is carried out according to the deviation condition, and the requirement of the installation accuracy is met.
4. The climbing type automatic jacking system of the construction integrated platform as claimed in claim 1, wherein: the embedded screw (2.1) adopts an integrated screw (2.1.1), a segmented removable screw (2.1.2) or a split screw (2.1.3).
5. The climbing type automatic jacking system of the construction integrated platform as claimed in claim 4, wherein: the segmented removable screw (2.1.2) includes a shear cone (2.1.2.1), an extension block (2.1.2.2), and a shear blanking plate (2.1.2.3).
6. The climbing type automatic jacking system of the construction integrated platform as claimed in claim 1, wherein: the climbing belt mounting structure comprises a supporting plate (2.7) with a through hole (2.12), a shoulder pole beam inner ear plate (2.4) and a shoulder pole beam outer ear plate (2.6), the connecting structure comprises a shoulder pole beam (3.3), a shoulder pole single ear (3.4) and a shoulder pole double ear (3.5) which are respectively positioned at two ends of the lower part of the shoulder pole beam (3.3), one end of the shoulder pole beam (3.3) is lapped on the supporting plate (2.7), the shoulder pole single ear (3.4) penetrates through the through hole (2.12) and extends into a position between the shoulder pole beam inner ear plate (2.4) and the shoulder pole beam outer ear plate (2.6), the shoulder pole beam inner ear plate (2.4), the shoulder pole single ear (3.4) and the shoulder pole beam outer ear plate (2.6) are connected through a pin shaft, and the top end of a climbing belt main body (3.1) is connected to the shoulder pole double ears (3.5) through a pin shaft.
7. The climbing type automatic jacking system of the construction integrated platform as claimed in claim 6, wherein: the lower side of the supporting plate (2.7) is reinforced by a shoulder pole beam inner ear plate (2.4) and/or a shoulder pole beam outer ear plate (2.6), and the upper side is reinforced by a rib plate (2.8).
8. The climbing type automatic jacking system of the construction integrated platform as claimed in claim 1, wherein: the supporting hook claw (2.11) is arranged on a hook claw double lug (2.5) on the bottom plate (2.3) through a pin shaft, is limited by the bottom plate (2.3) or a component on the bottom plate (2.3) in a natural state and can only swing upwards, and the reset is realized through a torsion spring.
9. The climbing type automatic jacking system of the construction integrated platform as claimed in claim 1, wherein: the bottom plate (2.3) is fixedly installed through at least two rows of high-strength bolts (2.2) at the top and the bottom, and waist holes (2.9) are formed in the positions, corresponding to the high-strength bolts (2.2), of the bottom plate (2.3).
10. A use method of the climbing type automatic jacking system of the construction integrated platform according to any one of claims 1 to 9, characterized in that:
the wall-attached supporting members (2) are vertically distributed and installed along a concrete wall body (5), a platform upright (1) is ensured to be matched with at least three wall-attached supporting members (2) at the same time, the platform upright (1) is hoisted, the upright limiting structures on two sides of an upright main body (1.1) are matched with the limiting edges (1.3) on two sides of the wall-attached supporting member (2), the upright main body (1.1) is prevented from transversely shifting during lifting, supporting hooks (2.11) are positioned in upright clamping grooves (1.2), the climbing belt main body (3.1) is detachably installed on the climbing belt installing structures on two sides of the wall-attached supporting member (2) in the middle position through connecting structures, and the supporting hanging hooks (4.3) on two sides are positioned in the climbing belt clamping grooves (3.2) on two sides;
in the working state of the construction integrated platform, the platform upright post (1) is supported on the supporting hook claw (2.11), and the platform upright post (1) transmits force to the concrete wall body (5) through the wall-attached supporting member (2);
in the jacking state of the construction integrated platform, the oil cylinder main body (4.1) jacks, force is transmitted to the concrete wall body (5) through the supporting hanging claw (4.3), the climbing belt main body (3.1), the connecting structure and the wall-attached supporting member (2) at one end of the oil cylinder main body (4.1), the platform upright column (1) is jacked at the other end of the oil cylinder main body (4.1), the upright column clamping groove (1.2) is sequentially pushed upwards and passes through the supporting hook claw (2.11), and after the oil cylinder main body (4.1) is jacked in place for one time, the supporting hook claw (2.11) resets and extends into the upright column clamping groove (1.2), so that the construction integrated platform is prevented from accidentally falling; when the jacking is required to be continued and the stroke of the oil cylinder main body (4.1) is insufficient, the platform upright column (1) is supported on the supporting hook claw (2.11), then the oil cylinder main body (4.1) recovers and lifts the supporting hook claw (4.3), the supporting hook claw (4.3) upwards sequentially passes through the belt climbing clamping groove (3.2), enters the corresponding belt climbing clamping groove (3.2) after being in place, and then the jacking action of the oil cylinder main body (4.1) is continued; when the climbing belt main body (3.1) needs to be jacked continuously and the stroke of the climbing belt main body is insufficient, the platform upright post (1) is supported on the supporting hook claw (2.11), then the climbing belt main body (3.1) is detached and arranged on the wall-attached supporting component (2) above, and then the jacking action of the oil cylinder main body (4.1) is carried out continuously; when the wall-attached supporting members (2) are not enough due to the need of continuous jacking, the wall-attached supporting members (2) separated from the platform upright columns (1) at the lower part are removed and are circulated to the upper part for use.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210560692.XA CN114908959A (en) | 2022-05-23 | 2022-05-23 | Climbing belt type automatic jacking system of construction integrated platform and use method thereof |
| PCT/CN2022/140972 WO2023226410A1 (en) | 2022-05-23 | 2022-12-22 | Climbing belt type automatic jacking system of integrated construction platform and using method thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210560692.XA CN114908959A (en) | 2022-05-23 | 2022-05-23 | Climbing belt type automatic jacking system of construction integrated platform and use method thereof |
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| CN114908959A true CN114908959A (en) | 2022-08-16 |
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| CN202210560692.XA Pending CN114908959A (en) | 2022-05-23 | 2022-05-23 | Climbing belt type automatic jacking system of construction integrated platform and use method thereof |
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| CN (1) | CN114908959A (en) |
| WO (1) | WO2023226410A1 (en) |
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| CN116065809A (en) * | 2023-02-14 | 2023-05-05 | 中国建筑第四工程局有限公司 | Novel cloud building factory supporting system and operation process thereof |
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Also Published As
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| WO2023226410A1 (en) | 2023-11-30 |
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