CN214696793U - Climb and shelve superelevation and spring layer extension and adhere to support - Google Patents
Climb and shelve superelevation and spring layer extension and adhere to support Download PDFInfo
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- CN214696793U CN214696793U CN202022730964.5U CN202022730964U CN214696793U CN 214696793 U CN214696793 U CN 214696793U CN 202022730964 U CN202022730964 U CN 202022730964U CN 214696793 U CN214696793 U CN 214696793U
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Abstract
The utility model relates to the technical field related to building construction, in particular to a climbing frame super high jump layer lengthening attachment support, which comprises a light truss heightening part, a connecting seat and a pull rod, wherein the light truss heightening part is composed of a connecting rod, a lower frame body and an upper frame body, the connecting rod is provided with four connecting rods, the lower frame body and the upper frame body are composed of four frame rod combinations, two ends of the upper frame rods are respectively fixedly welded with adjacent connecting rods, a connecting cross rod is arranged on the left side surface of the light truss heightening part, the upper side surface of a connecting beam is fixedly connected with the lower surface of the upper frame body through a reinforcing vertical beam, and a first mounting hole is arranged on the connecting beam; through setting up the jump layer extension that a plurality of light-duty truss heighten the piece combination and constitute and adhering to the support to heighten the piece with light-duty truss and set up to the standard component, thereby let its dismantlement installation that can be very convenient, and can have enough to meet the need the cycle many times and use, thereby effectively reduced its cost of setting up.
Description
Technical Field
The utility model relates to a relevant technical field of construction specifically is a climb a superelevation spring layer extension and adhere to support.
Background
At present, the super high-rise building with the reinforcing layer usually adopts an all-steel attached lifting scaffold to operate during structural construction, the total height of the super high-rise building reaches 300m, and in order to ensure that the structure can resist larger horizontal load, a horizontal rigid layer is usually arranged to enhance the lateral stiffness resistance of the super high-rise building. Because the top of the reinforcing layer is generally free of structure, the reinforcing layer is connected with a top plate structure of the upper layer in a duplex mode, the duplex height reaches 9m, the attachment type lifting scaffold is not provided with a main body structure at the duplex position to form an attachment point, a temporary steel beam or a concrete beam is arranged on the periphery of a building in a traditional mode and is connected with the attachment type lifting scaffold, a steel plate needs to be pre-embedded at the original concrete structure, then the temporary steel beam is welded on the pre-embedded steel plate, the temporary steel beam needs to be cut and hoisted at the later stage, the welding and cutting steel structure operation is inconvenient in super high-rise construction and pollutes the environment, the temporary steel beam is heavy, and needs to be disassembled by a tower crane and is inconvenient to use in turnover; therefore, the utility model provides a climb frame superelevation spring layer extension and adhere to support and be used for solving above-mentioned problem.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a climb attached support of a superelevation jump layer extension to solve the problem that proposes among the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: a climbing frame super high jump layer lengthening attachment support comprises a light truss heightening piece, a connecting seat and a pull rod, wherein the light truss heightening piece is formed by combining a connecting rod, a lower frame body and an upper frame body, the connecting rod is provided with four parts in total, the lower frame body and the upper frame body are formed by combining four frame rods, two ends of the upper frame rod of the light truss heightening piece and two ends of the upper frame rod of the light truss heightening piece are respectively fixedly welded with adjacent connecting rods, a connecting cross rod is arranged on the left side face of the light truss heightening piece, the upper side face of the connecting cross rod of the light truss heightening piece is fixedly connected with the lower surface of the upper frame body through a reinforcing vertical beam, a first mounting hole is formed in the connecting cross beam, a lower mounting hole is formed in the frame rod of the lower frame body, a connecting lug plate is fixedly welded on the right side frame rod of the lower frame body, an upper mounting hole is formed in the frame rod of the upper frame body, and the light truss heightening piece is provided with a plurality of light truss heightening pieces, and it is when actual installation, for the symmetry installation between the adjacent light-duty truss increases the piece, and for carrying out fixed connection through first fixing bolt and first fixation nut between the adjacent light-duty truss increases the piece, the light-duty truss of its superiors increases a left surface connection crossbeam for through connecting seat fixed connection on the building body, and the both ends of pull rod are connected with connection otic placode, ground through the connecting piece respectively.
Preferably, the connecting rod and the frame rods of the lower frame body and the upper frame body are all connected in a reinforcing mode through frame reinforcing stiffening plates, the reinforcing stiffening plates are made of steel plates through cutting, and plate bodies of the reinforcing stiffening plates are fixedly welded with the connecting rod, the frame rods of the lower frame body and the frame rods of the upper frame body.
Preferably, the front and rear side frame rods of the lower frame body are connected through reinforcing cross beams, the connection relationship is fixed welding, second mounting holes are formed in beam bodies of the reinforcing cross beams, and the reinforcing cross beams between the adjacent light truss heightening pieces are fixedly connected with second fixing nuts through second fixing bolts.
Preferably, all be provided with between two connecting rods of the last front flank of light-duty truss heightening piece, between two connecting rods of trailing flank and strengthen the sloping, strengthen the sloping for setting up in groups, and set up for being the V style of calligraphy between the sloping with strengthening in groups, and strengthen the upper end of sloping and the fixed welding of the upper end of connecting rod, and the crossing point position of the lower extreme of strengthening the sloping corresponds with the position of the stiffening beam between the side frame pole around the lower framework.
Preferably, all beam body structures on the light truss heightening part are channel steel structures with concave sections.
Preferably, the pull rod is a telescopic pull rod, the connecting pieces at two ends of the pull rod are rotatably connected with the end parts of the pull rod, and the actual setting number of the pull rod is determined according to the total height of the pull rod.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the jump layer lengthening attachment support formed by combining a plurality of light truss heightening pieces is arranged, and the light truss heightening pieces are arranged into standard pieces, so that the light truss heightening device can be conveniently disassembled and assembled, can be circularly used for many times, and effectively reduces the erection cost;
2. the reinforcing oblique beams are arranged between the two connecting rods on the front side face and between the two connecting rods on the rear side face of the light truss heightening piece, so that the strength of the light truss heightening piece is effectively enhanced, the reinforcing cross beams are arranged between the front side frame rod and the rear side frame rod of the lower frame body, the intersection point position of the lower ends of the reinforcing oblique beams corresponds to the position of the reinforcing cross beam between the front side frame rod and the rear side frame rod of the lower frame body, and the overall connection strength of the light truss heightening piece is effectively improved.
Drawings
FIG. 1 is a schematic structural view of the present invention;
fig. 2 is the structural schematic diagram of the light truss heightening part of the utility model.
In the figure: the device comprises a light truss heightening piece 1, a connecting seat 2, a pull rod 3, a connecting rod 4, a lower frame body 5, an upper frame body 6, a reinforcing stiffening plate 7, a lower mounting hole 8, an upper mounting hole 9, a reinforcing cross beam 11, a second mounting hole 12, a connecting lug plate 13 and a reinforcing oblique beam 14.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-2, the present invention provides a technical solution: a climbing frame super high jump layer lengthening attachment support comprises a light truss heightening piece 1, a connecting seat 2 and a pull rod 3, wherein the light truss heightening piece 1 is formed by combining a connecting rod 4, a lower frame body 5 and an upper frame body 6, the connecting rod 4 is provided with four connecting rods, the lower frame body 5 and the upper frame body 6 are formed by combining four frame rods, two ends of the upper frame rods of the light truss heightening piece 1 are respectively fixedly welded with the adjacent connecting rod 4, the left side surface of the light truss heightening piece 1 is provided with a connecting cross rod, the upper side surface of the connecting cross rod is fixedly connected with the lower surface of the upper frame body 6 through a reinforcing vertical beam, the connecting cross rod is provided with a first mounting hole, the frame rod of the lower frame body 5 is provided with a lower mounting hole 8, the right side frame rod of the lower frame body 5 is fixedly welded with a connecting lug plate 13, the frame rod of the upper frame body 6 is provided with an upper mounting hole 9, light-duty truss increases a 1 and is provided with a plurality ofly altogether, and it is when the actual installation, it is the symmetry installation between the adjacent light-duty truss increases a 1, and adjacent light-duty truss increases between 1 for carrying out fixed connection through first fixing bolt and first fixation nut, the light-duty truss of its superiors increases a 1 left surface connection crossbeam for through connecting seat 2 fixed connection on the building body, and the both ends of pull rod 3 are respectively through connecting piece and engaging lug board 13, ground is connected, increase a 1 combination of 1 and constitute leap layer extension attached support through setting up a plurality of light-duty trusss, and increase a 1 and set up into the standard component with light-duty truss, thereby make it can be very convenient dismantle the installation, and can have enough to meet the need the circulation many times and use, thereby effectively reduced its cost of setting up.
Furthermore, the connecting rod 4 is connected with the frame rods of the lower frame body 5 and the upper frame body 6 in a reinforcing manner through a frame reinforcing and stiffening plate 7, the reinforcing and stiffening plate 7 is made of a steel plate by cutting, and the plate body of the reinforcing and stiffening plate is fixedly welded with the connecting rod 4, the frame rods of the lower frame body 5 and the frame rods of the upper frame body 6;
furthermore, the front and rear side frame rods of the lower frame body 5 are connected through a reinforcing cross beam 11, the connection relationship is fixed welding, a beam body of the reinforcing cross beam 11 is provided with a second mounting hole 12, and the reinforcing cross beams 11 between the adjacent light truss heightening pieces 1 are fixedly connected with a second fixing nut through a second fixing bolt;
furthermore, the reinforcing oblique beams 14 are arranged between the two connecting rods 4 on the front side surface and between the two connecting rods 4 on the rear side surface of the light truss heightening member 1, the reinforcing oblique beams 14 are arranged in groups, the reinforcing oblique beams 14 in the same group are arranged in a V shape, the upper ends of the reinforcing oblique beams 14 are fixedly welded with the upper ends of the connecting rods 4, the intersection point position of the lower ends of the reinforcing oblique beams 14 corresponds to the position of the reinforcing cross beam 11 between the front side frame rods and the rear side frame rods of the lower frame body 5, the reinforcing oblique beams 14 are arranged between the two connecting rods 4 on the front side surface and between the two connecting rods 4 on the rear side surface of the light truss heightening member 1, so that the strength of the light truss heightening member is effectively enhanced, the reinforcing cross beam 11 is arranged between the front side frame rods and the rear side frame rods of the lower frame body 5, and the intersection point position of the lower ends of the reinforcing oblique beams 14 is ensured to correspond to the position of the reinforcing cross beam 11 between the front side frame rods and the rear side frame rods of the lower frame body 5, thereby effectively improving the integral connection strength;
furthermore, all beam body structures on the light truss heightening part 1 are channel steel structures with concave sections, so that the structural strength is ensured, and the structural weight can be effectively reduced, thereby facilitating the turnover transportation of the light truss heightening part;
furthermore, the pull rod 3 is a telescopic pull rod, connecting pieces at two ends of the pull rod 3 are rotatably connected with the end parts of the pull rod 3, and the actual arrangement number of the pull rods 3 is determined according to the total height of the pull rods, so that the pull rods 3 can be conveniently installed at various angles, and the installation length of the pull rods can be adjusted, thereby improving the flexibility of the actual installation;
the working principle is as follows: during the practical use, an installer firstly fixes the light truss heightening piece 1 on the first layer on the ground, and sets the lower frame body 5 of the light truss heightening piece downwards, then the installer overlaps the other light truss heightening piece on the light truss heightening piece 1 on the first layer, and sets the upper frame bodies 6 on the light truss heightening piece 1 and the upper frame bodies on the light truss heightening piece 1 in opposite directions, and fixedly connects the light truss heightening piece and the upper frame bodies through the first fixing bolt and the first fixing nut, then fixedly installs the light truss heightening piece on the upper layer in the same mode, fixedly connects the connecting lug plates 13 on the corresponding layer with the ground through the pull rods 3 when installing a certain number of layers, and fixedly connects the light truss heightening piece on the top layer with the building body through the connecting seats 2.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides a climb attached support of a superelevation layer extension, includes that light-duty truss increases a (1), connecting seat (2) and pull rod (3), its characterized in that: the light truss heightening piece (1) is formed by combining a connecting rod (4), a lower frame body (5) and an upper frame body (6), the connecting rod (4) is provided with four frames, the lower frame body (5) and the upper frame body (6) are formed by combining four frame rods, two ends of the upper frame rods of the light truss heightening piece and the upper frame body (6) are equally divided into four frame rods and are fixedly welded with the adjacent connecting rod (4), a connecting cross rod is arranged on the left side face of the light truss heightening piece (1), the upper side face of the connecting cross rod and the lower surface of the upper frame body (6) are fixedly connected through a reinforcing vertical beam, a first mounting hole is formed in the connecting cross rod, a lower mounting hole (8) is formed in the frame rod of the lower frame body (5), a connecting lug plate (13) is fixedly welded on the right side frame rod of the lower frame body (5), and an upper mounting hole (9) is formed in the frame rod of the upper frame body (6), light-duty truss increases a plurality of (1) and is provided with altogether, and it is when actual installation, it increases for the symmetry installation between the piece (1) adjacent light-duty truss, and adjacent light-duty truss increases and carries out fixed connection for increasing between piece (1) through first fixing bolt and first fixation nut, the light-duty truss of its superiors increases a piece (1) left surface connecting beam for through connecting seat (2) fixed connection on the building body, and the both ends of pull rod (3) are connected through connecting piece and connection otic placode (13), ground respectively.
2. The climbing frame super-high jump layer lengthening attachment support saddle according to claim 1, characterized in that: all consolidate through frame enhancement stiffening plate (7) and be connected between connecting rod (4) and the frame pole of lower framework (5), upper framework (6), strengthen stiffening plate (7) and tailor for the steel sheet and make, and its plate body and connecting rod (4), the frame pole of lower framework (5), the frame pole of upper framework (6) are fixed weld.
3. The climbing frame super-high jump layer lengthening attachment support saddle according to claim 1, characterized in that: the front side frame rod and the rear side frame rod of the lower frame body (5) are connected through the reinforcing cross beams (11), the connection relationship is fixed welding, the beam body of each reinforcing cross beam (11) is provided with a second mounting hole (12), and the reinforcing cross beams (11) between the adjacent light truss heightening pieces (1) are fixedly connected through second fixing bolts and second fixing nuts.
4. The climbing frame super-high jump layer lengthening attachment support saddle according to claim 1, characterized in that: all be provided with between two connecting rods (4) of leading flank on light-duty truss increases piece (1), between two connecting rods (4) of trailing flank and strengthen sloping (14), strengthen sloping (14) and set up for being the V style of calligraphy for organizing, and strengthen the upper end of sloping (14) and the upper end fixed weld of connecting rod (4), and strengthen the crossing point position of the lower extreme of sloping (14) and the position of strengthening beam (11) between the side frame pole around next framework (5) corresponding.
5. The climbing frame super-high jump layer lengthening attachment support saddle according to claim 1, characterized in that: all beam body structures on the light truss heightening piece (1) are channel steel structures with concave sections.
6. The climbing frame super-high jump layer lengthening attachment support saddle according to claim 1, characterized in that: the pull rod (3) is a telescopic pull rod, the connecting pieces at two ends of the pull rod (3) are rotatably connected with the end part of the pull rod (3), and the actual setting number of the pull rod (3) is determined according to the total height of the pull rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022730964.5U CN214696793U (en) | 2020-11-24 | 2020-11-24 | Climb and shelve superelevation and spring layer extension and adhere to support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022730964.5U CN214696793U (en) | 2020-11-24 | 2020-11-24 | Climb and shelve superelevation and spring layer extension and adhere to support |
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| Publication Number | Publication Date |
|---|---|
| CN214696793U true CN214696793U (en) | 2021-11-12 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202022730964.5U Active CN214696793U (en) | 2020-11-24 | 2020-11-24 | Climb and shelve superelevation and spring layer extension and adhere to support |
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| CN (1) | CN214696793U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115262942A (en) * | 2022-08-25 | 2022-11-01 | 中建八局第一建设有限公司 | Attached scaffold supporting mechanism at overhead part of high-altitude lobby and construction method |
| CN116065810A (en) * | 2023-02-24 | 2023-05-05 | 中国建筑第二工程局有限公司 | Turnover adjustable climbing formwork or climbing frame auxiliary support and construction method thereof |
-
2020
- 2020-11-24 CN CN202022730964.5U patent/CN214696793U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115262942A (en) * | 2022-08-25 | 2022-11-01 | 中建八局第一建设有限公司 | Attached scaffold supporting mechanism at overhead part of high-altitude lobby and construction method |
| CN115262942B (en) * | 2022-08-25 | 2023-07-11 | 中建八局第一建设有限公司 | Attached scaffold supporting mechanism at overhead part of high-altitude hall and construction method |
| CN116065810A (en) * | 2023-02-24 | 2023-05-05 | 中国建筑第二工程局有限公司 | Turnover adjustable climbing formwork or climbing frame auxiliary support and construction method thereof |
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