CN219431433U - Independent climbing operation protection integrated platform structure - Google Patents
Independent climbing operation protection integrated platform structure Download PDFInfo
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- CN219431433U CN219431433U CN202320283268.5U CN202320283268U CN219431433U CN 219431433 U CN219431433 U CN 219431433U CN 202320283268 U CN202320283268 U CN 202320283268U CN 219431433 U CN219431433 U CN 219431433U
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- guide rail
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Abstract
The utility model discloses an independent climbing operation and protection integrated platform structure which comprises a protection platform, an attachment system and a movable hydraulic lifting system, wherein the attachment system comprises an anchoring device, a steel member and a wire-drawing opposite rod, the upper side surface of the anchoring device is in butt joint with the steel member, the anchoring device and the steel member are respectively provided with through holes which pass through the wire-drawing opposite rod in a matching way and are locked by nuts so as to be connected with a concrete floor slab or a structural steel beam, the movable hydraulic lifting system comprises a hydraulic jack and a guide rail, the guide rail is vertically connected with the protection platform, the anchoring device is connected with the guide rail in an adjustable way, the lower end of the hydraulic jack is connected with the anchoring device, the upper end of the hydraulic jack is in driving connection with the guide rail in an adjustable way, and the protection platform is provided with a plurality of layers of operation platforms and a protection net positioned on the outer side. The construction method can be applied according to the requirements, and can be independently operated, so that the construction efficiency is effectively improved, the occupation of resources is greatly reduced, and the construction value is good.
Description
Technical Field
The utility model relates to the technical field of high-rise building construction platforms, in particular to an independent climbing operation and protection integrated platform structure.
Background
At present, the steel reinforced concrete column combines the structural style that truss building carrier plate often adopted is the super high-rise building, and the steel reinforcement and the concrete placement of truss building carrier plate can be accomplished in the floor, and the peripheral safety protection of operation floor slab generally adopts the guard rail can satisfy the construction requirement, and frame post sideline and structure floor sideline parallel and level lead to the frame post outside to face the sky, when the side post is steel skeleton-reinforced concrete composite column, the steel reinforcement of post, template installation and concrete placement process need personnel stand in the post outside and can accomplish construction operation, consequently need face limit application protection and construction platform structure at the side post.
The outer protective structures commonly used in the prior construction comprise scaffolds, climbing frames, side column protective platforms and the like, the climbing frame structure is large in integral scale, can only move integrally, so that climbing is not flexible, installation anchoring is inconvenient, efficiency is low, economical efficiency is poor, climbing cannot be performed independently, some side column protective table structures also need to occupy a tower crane for climbing and cannot be anchored flexibly, therefore, the platform structures cannot independently climb for operation protection, occupy resources, improve efficiency and have poor building applicability.
Disclosure of Invention
The purpose of the utility model is that: the independent climbing operation and protection integrated platform structure has the advantages of less occupied resources and flexible anchoring application.
The utility model provides an independent operation protection integrative platform structure that climbs, including protection platform, attach system and portable hydraulic lifting system, attach system includes anchor, steel member and to the wire drawing pole, anchor's upside and steel member butt, thereby anchor and steel member all are provided with the through-hole that matches and pass to the wire drawing pole and lock with the nut and connect concrete floor or structure girder steel, portable hydraulic lifting system includes hydraulic jack and guide rail, the guide rail is connected with protection platform vertically, anchor and guide rail can be adjusted the place and be connected, hydraulic jack's lower extreme is connected with anchor, hydraulic jack's upper end and guide rail can be adjusted the place and be driven and be connected, protection platform has several layers of operation platform and the protection network that is located the outside.
As a preferred solution of the utility model, the attachment system further comprises a steel block which can be arranged between the lower side of the anchoring device and the upper side of the structural steel beam and is connected by passing through the upper part of the counter-wire rod, and a hoop which can be arranged on the lower side of the structural steel beam and is connected by passing through the lower part of the counter-wire rod.
As a preferable scheme of the utility model, the attaching system further comprises a cantilever beam, wherein the rear section of the cantilever beam is arranged at the lower side of the anchoring device and sequentially passes through the connecting steel member, the anchoring device and the cantilever beam from top to bottom through the wire drawing rod, and the front section of the cantilever beam is respectively provided with a steel member and a steel structure cushion block at the upper side and the lower side and sequentially passes through the connecting steel member, the cantilever beam, the steel structure cushion block and the hoop at the lower side of the structural steel beam from top to bottom through the wire drawing rod.
As a preferable mode of the present utility model, steel gaskets for abutting against the nuts are mounted near the upper end and the lower end of the wire drawing rod, and the steel gaskets can be used for abutting against between the nuts and the steel member, the anchor ear or the cantilever beam.
As a preferred embodiment of the utility model, the through hole of the anchoring device is a waist-shaped hole extending along the axial direction in the middle of the anchoring device.
As the preferable scheme of the utility model, the steel structure cushion block is a box-shaped body formed by welding rectangular steel blocks end to end, and extruded sheets are wrapped around the steel structure cushion block.
As a preferable scheme of the utility model, the movable hydraulic lifting system further comprises a climbing shoe and a guide shoe, hooks are distributed on the guide rail, the climbing shoe is arranged at the upper end of the hydraulic jack, the climbing shoe is abutted with the hooks of the guide rail, and the guide shoe is arranged at one end of the anchoring device and is abutted with the hooks of the guide rail.
As the preferable scheme of the utility model, the independent climbing operation protection integrated platform structure further comprises an anti-tilting device, wherein the anti-tilting device comprises a beam holding device, a connecting beam and U-shaped steel, the lower end of the beam holding device is connected with the connecting beam in a horizontal position-adjusting manner, the connecting beam is connected with the protection platform, and the upper side of the beam holding device is provided with the U-shaped steel in a position-adjusting manner through a bolt matched with a connecting hole.
Compared with the prior art, the independent climbing operation and protection integrated platform structure has the beneficial effects that: the system does not need to occupy the resources such as the tower crane all the time, and the attachment system only needs to be anchored through an anchoring device and the like, so that the protection platform can be used for construction as required and can be independently operated, the construction efficiency is effectively improved, the occupation of the resources is greatly reduced, and the construction value is good.
Drawings
FIG. 1 is an elevation view of an embodiment of the present utility model in a non-skip-floor installation;
FIG. 2 is an elevation view of an embodiment of the present utility model installed in a duplex position;
FIG. 3 is a plan view of an embodiment of the utility model in a side column position;
FIG. 4 is a plan view of an embodiment of the utility model in a corner post position;
FIG. 5 is a side view of a mounting structure for anchoring to a concrete floor according to an embodiment of the utility model;
FIG. 6 is a mounting structure attachment view of the embodiment of FIG. 5;
FIG. 7 is a side view of a mounting structure for anchoring to a structural steel beam in accordance with an embodiment of the present utility model;
FIG. 8 is a side view of a mounting structure for anchoring to an inner structural steel beam in accordance with an embodiment of the present utility model;
FIG. 9 is an elevation view of an installation application of a mobile hydraulic lift system of an embodiment of the present utility model;
FIG. 10 is an elevation view of an installation application of an anti-tilt device according to an embodiment of the present utility model;
fig. 11 is a schematic sectional view of an installation structure of the U-shaped steel in the embodiment of the present utility model.
Detailed Description
The following describes in further detail the embodiments of the present utility model with reference to the drawings and examples. The following examples are illustrative of the utility model and are not intended to limit the scope of the utility model.
In the description of the present utility model, it should be understood that the terms "mounted," "connected," and "connected" are to be construed broadly in this application, and may be either fixedly connected, detachably connected, or integrally connected, for example, unless otherwise explicitly stated and defined; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present utility model will be understood in specific cases by those of ordinary skill in the art.
In the description of the present utility model, it should be further understood that the terms "upper," "lower," "left," "right," "front," "rear," "top," "bottom," and the like indicate or are based on the orientation or positional relationship shown in the drawings, merely to facilitate description of the present utility model and to simplify the description, and do not indicate or imply that the machine or element in question must have a particular orientation, be constructed and operated in a particular orientation, and thus should not be construed as limiting the present utility model.
Referring to fig. 1 to 5 and 9, an independent climbing operation protection integrated platform structure of an embodiment of the present utility model includes a protection platform 1, an attachment system and a movable hydraulic lifting system, the attachment system includes an anchor device 2, a steel member 21 and a pair of wire rods 22, the upper side of the anchor device 2 is abutted with the steel member 21, the anchor device 2 and the steel member 21 are each provided with a through hole matching through the pair of wire rods 22 and locking with nuts to connect a concrete floor slab or a structural steel beam, the movable hydraulic lifting system includes a hydraulic jack 31 and a guide rail 33, the guide rail 33 is vertically connected with the protection platform 1, one end of the anchor device 2 is adjustably connected with the guide rail 33, the lower end of the hydraulic jack 31 is connected with the anchor device 2, the upper end of the hydraulic jack 31 is adjustably driving connected with the guide rail 33, the protection platform 1 has several layers of operation platforms and a protection net located outside, the protection platform 1 is anchored at each anchoring point through an attachment system, a wire drawing rod 22 passes through the anchoring device 2 and the steel member 21 and can be fastened and anchored on a concrete floor slab or a structural steel beam of a floor by locking two ends with nuts, the hydraulic jack 31 and the anchoring device 2 can climb and drive the protection platform 1 only through the existing common assembling and disassembling connecting pieces such as bolts, clamping blocks and the like, the resources such as a tower crane are not required to be occupied all the time, and the attachment system only needs to anchor through the anchoring device 2 and the like, the protection platform 1 can be applied in construction as required and can be independently operated, so that the construction efficiency is effectively improved, the resource occupation is greatly reduced, the construction value is good, and in addition, the anchoring device 2 can be a common anchoring mechanism or supporting shoe and the like.
Referring to fig. 7, the attachment system further includes a steel block 23 and a hoop 24, the steel block 23 being adapted to be disposed between the lower side of the anchor 2 and the upper side of the structural steel beam and to pass through the upper portion of the pair of draw bars 22 to connect the anchor 2, the steel member 21 and the hoop 24 simultaneously and to be locked with nuts, the hoop 24 being adapted to be disposed on the lower side of the structural steel beam and to correspondingly pass through the lower portion of the pair of draw bars 22 to connect and to be locked with nuts, and to lock both ends of the draw bars 22 with nuts to anchor the anchor 2 horizontally and vertically at the structural steel beam using the hoop 24, the steel block 23 and the steel member 21 simultaneously.
Referring to fig. 8, the attachment system further includes an overhanging beam 25, wherein a rear section of the overhanging beam 25 is used for being disposed at a lower side of the anchoring device 2 and sequentially passing through the connection steel member 21, the anchoring device 2, the overhanging beam 25 and locked by nuts through the wire drawing rod 22 from top to bottom, and a front section of the overhanging beam 25 is used for being disposed at an upper side and a lower side respectively with the steel member 21 and the steel structure pad 23 and sequentially passing through the connection steel member 21, the overhanging beam 25, the steel structure pad 23 and the anchor ear 24 at a lower side of the structural steel beam from top to bottom and locked by nuts through the wire drawing rod 22, so that the protection platform 1 can be anchored on a floor structure inside the structural steel beam.
Referring to fig. 5-8, illustratively, steel shims 26 for abutting against the nuts are mounted near both the upper and lower ends of the wire drawing rod 22, and the steel shims 26 can be used to abut between the nuts and the steel member 21, the anchor ear 24, or the cantilever beam 25, thereby improving the locking connection firmness.
Referring to fig. 6, the through hole of the anchoring device 2 is illustratively a waist-shaped hole extending in the axial direction in the middle of the anchoring device 2, so as to facilitate adjustment of the installation position of the anchoring device 2.
Referring to fig. 7 and 8, exemplary steel structure pad 23 is a box-shaped body formed by welding rectangular steel blocks end to end, and the thickness of steel structure pad 23 is the thickness of a concrete slab to be poured, so as to avoid covering anchoring device 2 when a concrete floor slab is poured, and the periphery of steel structure pad 23 is wrapped with extruded sheets, so that steel structure pad 23 is taken out when the steel structure pad is conveniently removed.
Referring to fig. 9, the mobile hydraulic lifting system further includes a climbing shoe 32 and a guide shoe 34, hooks are distributed on the guide rail 33, the climbing shoe 32 is mounted at an upper end of the hydraulic jack 31, the climbing shoe 32 abuts against the hooks of the guide rail 33, the guide shoe 34 is mounted at one end of the anchoring device 2 and abuts against the hooks of the guide rail 33, and the climbing shoe 32 and the guide shoe 34 may be a conventional anchor shoe structure so as to be supported and fixed with the hooks of the guide rail 33 alternately therethrough, thereby realizing climbing of the protection platform 1.
Referring to fig. 10 and 11, an exemplary, independent climbing operation protection integrated platform structure further includes an anti-tilting device, the anti-tilting device includes a beam holding device 41, a connecting beam 42 and a U-shaped steel 43, the lower end of the beam holding device 41 and the connecting beam 42 can be connected in a horizontal position-adjusting manner, one end of the connecting beam 42 is connected with the protection platform 1, the upper side of the beam holding device 41 is used for being clamped with the lower end of a structural steel beam and installing the U-shaped steel 43 in a position-adjusting manner through a bolt matching connecting hole for fastening, so that the horizontal force of wind load acting on the upper part of the protection platform 1 can be transferred to the main structure, and the safety and stability of the protection platform 1 are ensured.
1-4, when the independent climbing operation protection integrated platform structure is used for construction, the width is not influenced by the change of the side column size and the floor height, the length is equal to the side column face side size, the width of the two side scaffold working faces and the distance between the scaffold and the side column, the height is larger than the total height of three non-jump layers, the protection platform 1 is anchored, in the non-jump layer construction section, the anchoring point of the protection platform 1 is arranged at the bottom of a laminate of three layers or more below the top layer of the protection platform 1, and the lower concrete demolding maintenance, the middle concrete pouring and the upper reinforcing steel binding construction can be simultaneously carried out by combining with the reinforcing steel super-layer circulating construction technology, so that the construction speed is greatly improved, and when the lowest concrete maintenance is finished, climbing is carried out immediately by adopting the movable hydraulic lifting system; in the jump construction section, the anchoring points of the protection platform 1 are arranged at the bottoms of the boards of the jump starting layer and the jump ending layer, and a steel pipe rack and a diagonal draw bar are erected at the floor of the jump starting layer so as to improve the stability of the protection platform, and a tower crane can be used for lifting after the jump column is completely constructed; at the side working face position of the side column 5, the protection platforms 1 are connected in an anchoring manner through the anchoring devices 2 respectively positioned at least one of the two sides of the side column 5, two independent protection platforms 1 are respectively erected at the two sides of the side working face position of the corner column 6, one protection platform 1 is connected in an anchoring manner through the anchoring devices 2 respectively positioned at least one of the two sides of the corner column 6, the other protection platform 1 is connected in an anchoring manner through the at least one anchoring device 2, the two protection platforms 1 are connected in an overlapping manner between gaps close to each other, namely the anchoring devices 2 of the two protection platforms 1 at the position of the corner column 6 are distributed vertically and do not interfere with each other, and meanwhile, the two protection platforms 1 are mutually supported.
Referring to fig. 5 and 6, for example, when the anchoring is performed on the concrete floor, the anchoring installation is started after the strength of the concrete structural slab reaches 20Mpa, the steel members 21 are disposed on the anchoring device 2 and the underside of the concrete floor while the anchoring device 2 is aligned with the reserved holes of the concrete floor, and the wire rods 22 are passed through the steel members 21, the anchoring device 2 and the reserved holes of the concrete floor and locked with nuts, preferably, each anchoring device 2 is installed on the concrete floor by at least two groups of the steel members 21 and the wire rods 22 distributed in the axial direction.
Referring to fig. 7, for example, when anchoring is performed on a structural steel girder, anchoring installation is started after the steel bar truss floor carrier plate is laid, the anchoring device 2 is horizontally perpendicular to the structural steel girder, two steel structure blocks 23 distributed in tandem along the axial direction of the anchoring device 2 are arranged on the steel bar truss floor carrier plate 7 between the anchoring device 2 and the structural steel girder, steel members 21 are vertically placed on the anchoring device 2, hoops 24 are vertically arranged on the bottom side of the structural steel girder, and at least two pairs of wire drawing rods 22 distributed in tandem penetrate through the steel members 21, the anchoring device 2, the steel structure blocks 23, the steel bar truss floor carrier plate 7 and the hoops 24 and are locked with nuts, so that the structural steel girder is avoided from two sides by respectively using the wire drawing rods 22 and anchoring installation is realized.
Referring to fig. 8, for example, when anchoring a floor inside a structural steel girder, two steel structure pads 23 are arranged on a steel bar truss floor deck 7 at the position of the structural steel girder in a tandem manner along the axial direction of an anchoring device 2, cantilever beams 25 are arranged on the steel structure pads 23, steel members 21 are arranged on the cantilever beams 25, hoops 24 are vertically arranged at the bottom side of the structural steel girder, at least two pairs of wire drawing rods 22 are arranged in a tandem manner to penetrate through the steel members 21, the cantilever beams 25, the steel structure pads 23, the steel bar truss floor deck 7 and the hoops 24 and are locked by nuts, the anchoring device 2 is arranged on an outward extending part of the cantilever beams 25, the steel members 21 are arranged on the anchoring device 2, and the wire drawing rods 22 penetrate through the steel members 21, the anchoring device 2 and the cantilever beams 25 and are locked by nuts, so that the position of the anchoring device 2 on the cantilever beams 25 is connected with the structural steel girder in an extending manner.
Referring to fig. 9, an exemplary process includes that when the protective platform 1 climbs in a non-jump layer, a hydraulic jack 31 pushes a climbing shoe 32 fixed with a hook on a guide rail 33, so that the guide rail 33 drives the protective platform 1 to ascend, when the hydraulic jack 31 contracts, the hydraulic jack 31 is abutted with the hook on the guide rail 33 through a guide shoe 34, the hydraulic jack 31 stretches, the climbing shoe 32 props against the hook on the guide rail 33, the guide rail 33 and a frame body of the protective platform 1 integrally move upwards for one stroke until the jack stretches to the longest, then, the jack is unloaded, starts to contract, the guide rail 33 and the frame body descend until the guide shoe 34 at the lower part hangs the next hook, the climbing shoe 32 is fixed with the next hook again after the jack contracts to the shortest, the lifting action of the jack is repeated, the second stroke is completed, and the protective platform 1 ascends stroke by stroke.
The foregoing is merely a preferred embodiment of the present utility model, and it should be noted that modifications and substitutions can be made by those skilled in the art without departing from the technical principles of the present utility model, and these modifications and substitutions should also be considered as being within the scope of the present utility model.
Claims (8)
1. An independent operation protection integrative platform structure that climbs, its characterized in that: including protection platform, attachment system and portable hydraulic lifting system, attachment system includes anchor, steel member and to the wire drawing pole, anchor's upside and steel member butt, anchor and steel member all are provided with the through-hole that matches and pass to the wire drawing pole and lock thereby connect concrete floor or structure girder steel with the nut, portable hydraulic lifting system includes hydraulic jack and guide rail, the guide rail is connected with protection platform vertically, anchor can be adjusted the place with the guide rail and is connected, hydraulic jack's lower extreme is connected with anchor, hydraulic jack's upper end and guide rail can be adjusted the place the ground and drive and be connected, protection platform has the operation platform of several layers and the protection network that is located the outside.
2. An independent climbing operation protection integrated platform structure according to claim 1, wherein: the attachment system further comprises a steel block and a hoop, wherein the steel block can be used for being arranged between the lower side of the anchoring device and the upper side of the structural steel beam and penetrating and connecting with the upper part of the opposite-drawing screw rod, and the hoop can be used for being arranged on the lower side of the structural steel beam and penetrating and connecting with the lower part of the opposite-drawing screw rod.
3. An independent climbing operation protection integrated platform structure according to claim 2, wherein: the attachment system further comprises a cantilever beam, wherein the rear section of the cantilever beam is arranged at the lower side of the anchoring device and sequentially penetrates through the connecting steel member, the anchoring device and the cantilever beam from top to bottom through the wire drawing rod, the front section of the cantilever beam is respectively provided with the steel member and the steel structure cushion block at the upper side and the lower side and sequentially penetrates through the connecting steel member, the cantilever beam, the steel structure cushion block and the hoop at the lower side of the structural steel beam from top to bottom through the wire drawing rod.
4. A stand-alone climbing work protection integrated platform structure according to any one of claims 1-3, wherein: and steel gaskets for abutting the nuts are arranged near the upper end and the lower end of the counter-pulling screw rod, and can be used for abutting between the nuts and the steel member, the anchor ear or the cantilever beam.
5. A stand-alone climbing work protection integrated platform structure according to any one of claims 1-3, wherein: the through hole of the anchoring device is a waist-shaped hole which is arranged in the middle of the anchoring device and extends along the axial direction.
6. A stand-alone climbing work protection integrated platform structure according to claim 2 or 3, wherein: the steel structure cushion block is a box-shaped body formed by welding rectangular steel blocks end to end, and extruded sheets are wrapped around the steel structure cushion block.
7. A stand-alone climbing work protection integrated platform structure according to any one of claims 1-3, wherein: the movable hydraulic lifting system further comprises climbing shoes and guide shoes, hooks are distributed on the guide rails, the climbing shoes are mounted at the upper ends of the hydraulic jacks, the climbing shoes are abutted with the hooks of the guide rails, and the guide shoes are mounted at one ends of the anchoring devices and abutted with the hooks of the guide rails.
8. A stand-alone climbing work protection integrated platform structure according to any one of claims 1-3, wherein: the anti-tilting device comprises a beam holding device, a connecting beam and U-shaped steel, wherein the lower end of the beam holding device is connected with the connecting beam in a horizontal position-adjusting manner, the connecting beam is connected with the protection platform, and the upper side of the beam holding device is provided with the U-shaped steel in a position-adjusting manner through a bolt matched connecting hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320283268.5U CN219431433U (en) | 2023-02-13 | 2023-02-13 | Independent climbing operation protection integrated platform structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320283268.5U CN219431433U (en) | 2023-02-13 | 2023-02-13 | Independent climbing operation protection integrated platform structure |
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| Publication Number | Publication Date |
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| CN219431433U true CN219431433U (en) | 2023-07-28 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202320283268.5U Active CN219431433U (en) | 2023-02-13 | 2023-02-13 | Independent climbing operation protection integrated platform structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117127787A (en) * | 2023-08-28 | 2023-11-28 | 广州一建建设集团有限公司 | Construction foundation structure for hollow floor slab and construction method thereof |
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2023
- 2023-02-13 CN CN202320283268.5U patent/CN219431433U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117127787A (en) * | 2023-08-28 | 2023-11-28 | 广州一建建设集团有限公司 | Construction foundation structure for hollow floor slab and construction method thereof |
| CN117127787B (en) * | 2023-08-28 | 2024-03-22 | 广州一建建设集团有限公司 | Construction foundation structure for hollow floor slab and construction method thereof |
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