CN218668484U - Independent tower combined scaffold system for floor system - Google Patents
Independent tower combined scaffold system for floor system Download PDFInfo
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- CN218668484U CN218668484U CN202222615128.1U CN202222615128U CN218668484U CN 218668484 U CN218668484 U CN 218668484U CN 202222615128 U CN202222615128 U CN 202222615128U CN 218668484 U CN218668484 U CN 218668484U
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Abstract
The utility model discloses an independent pylon combination scaffold frame system for superstructure relates to building construction technical field, support frame including a plurality of independent pylon forms, the support frame is arranged according to the array mode and is arranged and leave the interval that is used for constructor to pass through temporarily between two adjacent support frames, adjacent two be connected with many spinal branchs vaulting pole along the horizontal direction between the support frame. The utility model discloses a various independent pylon are set up to the dish knot formula subassembly that the stable performance bearing capacity is high to arrange the net interval between the increase pylon through the array, reducible scaffold frame quantity reduces intensity of labour, practices thrift construction cost, and the installation is dismantled simply swiftly, saves labour saving and time saving, convenient operation.
Description
Technical Field
The utility model belongs to the technical field of the construction technology and specifically relates to a superstructure is with independent pylon combination scaffold system.
Background
The scaffold can be divided into a support scaffold and a working scaffold according to the use purpose. The supporting scaffold is generally supported on the ground or on a structure to bear various loads, has a safety protection function, and mainly provides a support and operation platform for building construction.
At present, supporting scaffold frames of building floor systems are mostly arranged in a full-space tower by adopting fastener type scaffolds, the distance between vertical rods is 0.9-1.2 m, and the step distance of cross rods is about 1.0-1.5 m. The material quantity of fastener formula full hall scaffold is big, and because of having enough to meet need the performance difference repeatedly big, the artifical consumption is big when setting up and demolising, does not have current or operating space basically between the pole setting after setting up in full hall, and the efficiency of construction is low, and engineering cost is higher. Along with the development of the modernization of the building industry, a large number of assembled component parts are popularized and applied, corresponding horizontal components are erected and only a few support systems need to be arranged to meet the requirements of the construction stage, the use of the disc buckle type scaffold is more and more, but in actual engineering, the disc buckle type scaffold is influenced by the design and erection habits of the scaffold, even if the disc buckle type scaffold with stable performance and high bearing capacity is adopted, the full tower is still adopted to arrange the scaffold support systems in construction, on one hand, the popularization and the application of the disc buckle type scaffold are influenced, on the other hand, the related specified requirements of the assembled building on the support systems are not met, the technical advantages of few supports of the assembled building are not exerted, and the modern development requirements of the building industry are not met.
Disclosure of Invention
In view of the above prior art not enough, the utility model aims to provide an independent pylon combination scaffold frame system is used to superstructure has solved still to adopt the full hall tower to establish scaffold frame support system in the actual engineering, is not conform to the problem that the building industry modernized development required.
The utility model provides an independent pylon combination scaffold system for superstructure adopts following technical scheme:
the utility model provides an independent pylon combination scaffold system for superstructure, includes the support frame of a plurality of independent pylon forms, the support frame is arranged according to the array mode and is arranged and leave the interval that is used for constructor to pass through temporarily between two adjacent support frames, adjacent two be connected with many spinal branchs vaulting poles along the horizontal direction between the support frame.
Optionally, the support frame includes a plurality of pole settings and horizontal pole that link together through the dish knot, the both ends of bracing piece set up in the dish on the pole setting and detain, be equipped with the diagonal brace between pole setting and the horizontal pole.
Optionally, the bottom of support frame is equipped with height-adjustable's base, the pole setting sets up on the base.
Optionally, the top of the support frame is provided with a height-adjustable jacking.
Optionally, the support rod is arranged on the disc buckle of the upright rod close to the upper part.
Optionally, adjacent two be equipped with the anchor strut along vertical direction between the support frame, be equipped with a plurality of dishes along self length direction on the anchor strut and detain, the joint is detained to the dish on bracing piece and the anchor strut.
Optionally, a support member with adjustable height is arranged at the top end of the reinforcing rod, and the support member is used for supporting the highest supporting rod.
Optionally, the bottom end of the reinforcing rod is provided with a mounting seat capable of adjusting the height of the reinforcing rod.
To sum up, the utility model discloses contain following at least one beneficial effect:
1. the disc buckling type components with stable performance and high bearing capacity are adopted to be erected into various independent towers, and the net spacing between the towers is increased through array arrangement, so that the using amount of scaffolds can be reduced, the labor intensity is reduced, the construction cost is saved, the installation and the disassembly are simple and rapid, the labor and the time are saved, and the operation is convenient;
2. the independent tower frames are erected on the sides of the columns to form stable unit bodies, the horizontal rods are adopted to be tied with the adjacent independent tower frames, the overall stability of the scaffold system is guaranteed, the scaffold is not required to be erected in a full space, and the clear distance between the columns of the independent tower frames arranged in an array mode is further increased.
Additional advantages, objects, and features of the invention will be set forth in part in the description which follows and in part will become apparent to those having ordinary skill in the art upon examination of the following or may be learned from practice of the invention. The objectives and other advantages of the invention may be realized and attained by the means of the instrumentalities and/or combinations particularly pointed out in the appended claims.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Description of reference numerals:
1. a support frame; 11. erecting a rod; 12. a cross bar; 13. a diagonal brace; 14. a base; 15. jacking; 2. a support bar; 3. a reinforcing rod; 31. a support member; 32. and (7) mounting a seat.
Detailed Description
The following description of the embodiments of the present invention is provided for illustrative purposes, and other advantages and effects of the present invention will be readily apparent to those skilled in the art from the disclosure herein. The present invention can also be implemented or applied through other different specific embodiments, and various details in the present specification can be modified or changed based on different viewpoints and applications without departing from the spirit of the present invention. It should be noted that the drawings provided in the following embodiments are only for illustrating the basic idea of the present invention, and the features in the following embodiments and examples may be combined with each other without conflict.
Wherein the showings are for the purpose of illustrating the invention only and not for the purpose of limiting the same, and in which there is shown by way of illustration only and not in any way limiting the scope of the invention; for a better understanding of the embodiments of the present invention, some parts of the drawings may be omitted, enlarged or reduced, and do not represent the size of an actual product; it will be understood by those skilled in the art that certain well-known structures in the drawings and descriptions thereof may be omitted.
The present invention will be described in further detail with reference to fig. 1.
The embodiment of the utility model provides a superstructure is with independent pylon combination scaffold system. Referring to fig. 1, the independent tower combined scaffold system for the floor includes a plurality of independent tower type support frames 1, and four or more suitable independent tower type support frames 1 are selected to be arranged in an array manner according to structural arrangement and load action, and can be assembled into independent tower types such as square, japanese, concave, convex, L, field, square, etc. according to construction conditions.
A certain distance is arranged between the two adjacent support frames 1, and the distance between the two support frames 1 is 2m-3m in the embodiment, so that a temporary passing space for workers to pass through is formed between the two support frames 1, and the field construction is facilitated.
Support frame 1 includes many pole settings 11 and the horizontal pole 12 of connecting through the dish knot, and 4 are no less than to the pole setting, and wherein the dish is detained and is evenly fixed on pole setting 11 along 11 length direction in pole setting, and horizontal pole 12 is detained the card through the dish and is fixed on pole setting 11, is provided with diagonal brace 13 between pole setting 11 and the horizontal pole 12 wherein, and diagonal brace 13 is to two horizontal poles 12 between to one side, and both ends card is fixed in the chuck of two pole settings 11. Meanwhile, the bottom of the support frame 1 is also provided with a base 14 with adjustable height, the upright rod 11 is inserted into the base 14 and then fixed, the top of the support frame 1 is also provided with a top support 15 with adjustable height, and the top support 15 is installed on the top end of the upright rod 11.
In order to guarantee the bulk strength of the support frame 1, a support rod 2 is arranged between two adjacent support frames 1 along the horizontal direction, two ends of the support rod 2 are clamped and fixed on chucks of vertical rods 11 of the two adjacent support frames 1, and the support rod 2 is arranged in a horizontal state. Bracing piece 2 links together two adjacent support frames 1, can make a plurality of support frames 1 become a whole, increases support frame 1's bulk strength for support frame 1 is more firm.
Be provided with anchor strut 3 along vertical direction between two adjacent support frames 1, anchor strut 3 sets up between two adjacent support frames 1 in this embodiment, anchor strut 3's setting can be decided according to actual construction conditions in other embodiments, be provided with a plurality of dishes on anchor strut 3 and detain, and the dish on the anchor strut 3 detains quantity and 2 one-to-one of bracing piece, the one end joint that bracing piece 2 kept away from support frame 1 is fixed on anchor strut 3's dish is detained, anchor strut 3 can strengthen 2 bulk strength of bracing piece.
The bottom end of the reinforcing rod 3 is provided with a mounting seat 32, the reinforcing rod 3 is fixed on the mounting seat 32, and the mounting seat 32 is the same as the base 14 in the embodiment, so that the height of the reinforcing rod 3 can be adjusted. The top end of the reinforcing rod 3 is provided with a support member 31 for supporting the highest support rod 2, in this embodiment, the support member 31 is the same as the top support 15, and the support member 31 can support the middle position of the highest support rod 2, so as to strengthen the strength of the highest support rod 2.
Finally, although the present invention has been described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that the present invention can be modified or replaced by other means without departing from the spirit and scope of the present invention, which should be construed as limited only by the appended claims.
Claims (6)
1. The utility model provides an independent pylon combination scaffold system for superstructure which characterized in that: the support frame comprises a plurality of support frames (1) in the form of independent towers, the support frames (1) are arranged in an array mode, a space for construction workers to temporarily pass through is reserved between every two adjacent support frames (1), and a plurality of support rods (2) are connected between every two adjacent support frames (1) along the horizontal direction; the supporting rod (2) is arranged on the disc buckle of the upright rod (11) close to the upper part; adjacent two be equipped with anchor strut (3) along vertical direction between support frame (1), be equipped with a plurality of dishes along self length direction on anchor strut (3) and detain, the joint is detained with the dish on anchor strut (2) and anchor strut (3).
2. The independent tower combined scaffold system for the floor system as claimed in claim 1, wherein: the support frame (1) comprises a plurality of vertical rods (11) and a cross rod (12) which are connected together through disc buckles, the two ends of the support rod (2) are arranged on the disc buckles on the vertical rods (11), and an inclined support rod (13) is arranged between the vertical rods (11) and the cross rod (12).
3. The independent tower combined scaffold system for the floor system as claimed in claim 2, wherein: the bottom of support frame (1) is equipped with height-adjustable's base (14), pole setting (11) set up on base (14).
4. The independent tower combined scaffold system for the floor system as claimed in claim 3, wherein: the top of the support frame (1) is provided with a jacking support (15) with adjustable height.
5. The independent tower combined scaffold system for the floor system as claimed in claim 1, wherein: the top end of the reinforcing rod (3) is provided with a support piece (31) with adjustable height, and the support piece (31) is used for supporting the highest support rod (2).
6. The independent tower combined scaffold system for the floor system as claimed in claim 5, wherein: the bottom of reinforcing rod (3) is equipped with mount pad (32) of adjustable reinforcing rod (3) height.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222615128.1U CN218668484U (en) | 2022-09-30 | 2022-09-30 | Independent tower combined scaffold system for floor system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222615128.1U CN218668484U (en) | 2022-09-30 | 2022-09-30 | Independent tower combined scaffold system for floor system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218668484U true CN218668484U (en) | 2023-03-21 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222615128.1U Active CN218668484U (en) | 2022-09-30 | 2022-09-30 | Independent tower combined scaffold system for floor system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218668484U (en) |
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2022
- 2022-09-30 CN CN202222615128.1U patent/CN218668484U/en active Active
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