CN212773377U - High-rise suspended component pouring support system - Google Patents

High-rise suspended component pouring support system Download PDF

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Publication number
CN212773377U
CN212773377U CN202021036928.2U CN202021036928U CN212773377U CN 212773377 U CN212773377 U CN 212773377U CN 202021036928 U CN202021036928 U CN 202021036928U CN 212773377 U CN212773377 U CN 212773377U
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China
Prior art keywords
truss
support system
rise
fixed
shear force
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CN202021036928.2U
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Chinese (zh)
Inventor
朱欣
黄巍
李亚民
李金恒
邓宁宇
谭剑锋
廖满军
苏迎瑞
谭代军
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Sinohydro Bureau 8 Co Ltd
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Sinohydro Bureau 8 Co Ltd
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Priority to CN202021036928.2U priority Critical patent/CN212773377U/en
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Abstract

The utility model discloses a support system is pour to high-rise unsettled component, including full hall support, two looks spaced shear force walls, locate a plurality of trusses and many distributive girders between two shear force walls, the both ends of truss all can be fixed on corresponding shear force wall with dismantling through a fixing device, and each truss is at horizontal direction parallel arrangement, and each distributive girder setting is at the top of each truss, and full hall support is located on each distributive girder. The high-rise suspended component pouring support system is simple to install, convenient to construct and convenient to disassemble.

Description

High-rise suspended component pouring support system
Technical Field
The utility model relates to a be used for making the work frame technical field that wall, floor, ceiling or roof were used, especially relate to a support system is pour to high-rise unsettled component.
Background
At present, a plurality of high-rise buildings are provided with the courtyard, a plurality of connecting beams, a roof framework and the like are required to be added at the roof of the courtyard, and the roof is dozens of meters away from the ground, so that the floor stand construction can not be adopted, a supporting system is required to be arranged, the problem of suspended construction of the plurality of connecting beams and the roof framework at the courtyard can be solved at one time, and the operation risk of setting up the support at high altitude for a plurality of times is avoided. The existing support system is generally fixed on a building body by welding, and is difficult to install and inconvenient to construct.
SUMMERY OF THE UTILITY MODEL
The to-be-solved technical problem of the utility model is to overcome prior art not enough, provide a support system is pour to high-rise unsettled component of simple, the construction convenience of installation and convenient to detach.
In order to solve the technical problem, the utility model discloses a following technical scheme:
the utility model provides a high-rise unsettled component pours support system, includes full hall support, two looks spaced shear force walls, locates a plurality of trusses and many distributive girders between two shear force walls, the both ends of truss all can be fixed on corresponding shear force wall detachably through a fixing device, each truss is in horizontal direction parallel arrangement, each distributive girder sets up the top at each truss, full hall support is located on each distributive girder.
As a further improvement of the above technical solution:
the fixing device comprises an upper fixing component and a lower fixing component which are arranged up and down.
The upper fixing assembly comprises an upper anchoring piece, an upper pin shaft and two upper connecting lug plates, the upper anchoring piece is fixed on the shear wall, the two upper connecting lug plates are fixed on the upper anchoring piece at intervals, an upper connecting block is arranged at the end part of the truss, and the upper connecting block is inserted between the two upper connecting lug plates and is arranged on the two upper connecting lug plates through the upper pin shaft.
And a reinforcing force is arranged between the upper connecting lug plate and the upper anchoring piece.
The lower fixing assembly comprises a lower anchoring part, a lower pin shaft and two lower connecting lug plates, the lower anchoring part is fixed on the shear wall, the two lower connecting lug plates are fixed on the lower anchoring part at intervals, a lower connecting block is arranged at the end part of the truss, and the lower connecting block is inserted between the two lower connecting lug plates and is installed on the two lower connecting lug plates through the lower pin shaft.
And a support bracket is fixed on the lower anchoring part, and the end part of the truss is supported on the support bracket.
The lower connecting lug plate is fixed on the support bracket.
Each distribution beam is provided with a plurality of sleeve seats, and the bottom seat of the full-framing support is inserted into the corresponding sleeve seat.
The distribution beam is fixed on the truss through U-shaped bolts.
The trusses are connected into a whole through connecting pieces.
Compared with the prior art, the utility model has the advantages of:
the utility model discloses a support system is pour to high-rise unsettled component, including full hall support, two looks spaced shear force walls, locate a plurality of trusses and many distributive girders between two shear force walls, the both ends of truss all can fix on corresponding shear force wall with dismantling through a fixing device, and each truss is at horizontal direction parallel arrangement, and each distributive girder setting is at the top of each truss, and full hall support is located on each distributive girder. During installation, fixing devices are fixedly installed at corresponding positions of the two shear walls, then two ends of the truss are respectively fixed on the fixing devices on the two shear walls, then the distribution beams are installed on the trusses, the distribution beams are perpendicular to the truss and are arranged at intervals along the length direction of the truss, and then full supports are installed on the distribution beams to serve as working platforms. The high-rise suspended component pouring support system is simple to install and convenient to construct, and the two ends of the truss are detachably fixed on the corresponding shear walls through the fixing devices, so that the truss is convenient to detach.
Drawings
Figure 1 is the utility model discloses high-rise unsettled component pours the main structure sketch map of support system.
Fig. 2 is an enlarged view at a in fig. 1.
Fig. 3 is an enlarged view at B in fig. 2.
Figure 4 is the utility model discloses high-rise unsettled component pours support system's overlooking structure sketch map.
Fig. 5 is an enlarged view at C in fig. 4.
The reference numerals in the figures denote:
1. a full support; 11. a base; 2. a shear wall; 3. a truss; 31. an upper connecting block; 32. a lower connecting block; 4. a distribution beam; 41. a sleeve seat; 5. a fixing device; 51. an upper fixing assembly; 511. an upper anchoring member; 512. an upper pin shaft; 513. an upper connecting ear plate; 514. strengthening; 52. a lower fixing component; 521. a lower anchoring part; 522. a lower pin shaft; 523. a lower connecting lug plate; 524. supporting the bracket; 6. a U-shaped bolt; 7. a connecting member; 8. a construction platform; 9. a stay bar.
Detailed Description
The invention will be described in further detail with reference to the drawings and specific examples.
Fig. 1 to 5 show the utility model discloses support system is pour to high-rise unsettled component's an embodiment, this support system is pour to high-rise unsettled component includes full hall support 1, two looks spaced shear force walls 2, locate a plurality of trusses 3 and many distributive girders 4 between two shear force walls 2, truss 3's both ends are all fixed on corresponding shear force wall 2 through a fixing device 5 with dismantling, each truss 3 is at horizontal direction parallel arrangement, each distributive girder 4 sets up at each truss 3's top, full hall support 1 is located on each distributive girder 4. During installation, fixing devices 5 are fixedly installed at corresponding positions of the two shear walls 2, two ends of the truss 3 are fixed to the fixing devices 5 on the two shear walls 2 respectively, then the distribution beams 4 are installed on the trusses 3, the distribution beams 4 are perpendicular to the truss 3, the distribution beams 4 are arranged at intervals along the length direction of the truss 3, and the full-space support 1 is installed on the distribution beams 4 to serve as a working platform. The high-rise suspended component pouring support system is simple to install and convenient to construct, and the two ends of the truss 3 are detachably fixed on the corresponding shear walls 2 through the fixing devices 5, so that the truss 3 is convenient to detach.
In this embodiment, as shown in fig. 2, the fixing device 5 includes an upper fixing member 51 and a lower fixing member 52 which are disposed up and down. Two spaced shear walls 2 are the walls on both sides of the patio. Specifically, the upper fixing assembly 51 comprises an upper anchoring piece 511, an upper pin shaft 512 and two upper connecting lug plates 513, the upper anchoring piece 511 is fixed on the shear wall 2, the two upper connecting lug plates 513 are fixed on the upper anchoring piece 511 at intervals, the end part of the truss 3 is provided with an upper connecting block 31, and the upper connecting block 31 is inserted between the two upper connecting lug plates 513 and is installed on the two upper connecting lug plates 513 through the upper pin shaft 512. The lower fixing component 52 comprises a lower anchoring member 521, a lower pin 522 and two lower connecting lug plates 523, the lower anchoring member 521 is fixed on the shear wall 2, the two lower connecting lug plates 523 are fixed on the lower anchoring member 521 at intervals, the end of the truss 3 is provided with a lower connecting block 32, and the lower connecting block 32 is inserted between the two lower connecting lug plates 523 and is installed on the two lower connecting lug plates 523 through the lower pin 522. Specifically, the upper connecting block 31 and the lower connecting block 32 are both provided with insertion through holes, the upper connecting lug plate 513 and the lower connecting lug plate 523 are both provided with connecting holes, two ends of the upper pin shaft 512 are respectively inserted into the connecting holes of the two upper connecting lug plates 513, the middle part of the upper pin shaft is penetrated through the insertion through holes of the upper connecting block 31, two ends of the lower pin shaft 522 are respectively inserted into the connecting holes of the two lower connecting lug plates 523, and the middle part of the lower pin shaft is penetrated through the insertion through holes of the lower connecting block 32. Truss 3 is fixed on fixed subassembly through the round pin axle, simple structure, easy dismounting.
In this embodiment, as shown in fig. 2 and 5, a reinforcing member 514 is disposed between the upper connecting ear plate 513 and the upper anchoring member 511 to reinforce the supporting strength of the upper connecting ear plate 513. A support bracket 524 is fixed to the lower anchor 521, and the end of the girder 3 is supported by the support bracket 524, thereby improving the support strength of the girder 3.
In this embodiment, as shown in fig. 2, the lower connecting ear plate 523 is fixed to the support bracket 524 to improve the connection stability at the connection point.
In this embodiment, as shown in fig. 3, a plurality of sleeve seats 41 are provided on each distribution beam 4, and the bottom seat 11 of the full support 1 is inserted into the corresponding sleeve seat 41, so as to facilitate the assembly and disassembly of the full support 1. The top of full hall support 1 is equipped with lifting adjusting's construction platform 8, and the bottom of construction platform 8 is installed on full hall support 1 through a plurality of vaulting poles 9 that can lifting adjusting, the regulation of the 8 heights of construction platform of being convenient for.
In this embodiment, as shown in fig. 2, the distribution beam 4 is fixed to the truss 3 by U-shaped bolts 6, which facilitates the assembly and disassembly of the distribution beam 4.
In this embodiment, as shown in fig. 4, the trusses 3 are connected to each other by the connecting member 7, so that the stability of the overall structure is improved.
Although the present invention has been described with reference to the preferred embodiments, it is not intended to limit the present invention. The technical solution of the present invention can be used by anyone skilled in the art to make many possible variations and modifications, or to modify equivalent embodiments, without departing from the scope of the technical solution of the present invention, using the technical content disclosed above. Therefore, any simple modification, equivalent change and modification made to the above embodiments by the technical entity of the present invention should fall within the protection scope of the technical solution of the present invention.

Claims (10)

1. The utility model provides a high-rise unsettled component pouring support system which characterized in that: including full hall support (1), two looks spaced shear force walls (2), locate a plurality of trusses (3) and many distributive girders (4) between two shear force walls (2), the both ends of truss (3) are all fixed on corresponding shear force wall (2) through a fixing device (5) with dismantling, each truss (3) are at horizontal direction parallel arrangement, each distributive girder (4) set up the top at each truss (3), full hall support (1) is located on each distributive girder (4).
2. The high-rise suspended member casting support system according to claim 1, wherein: the fixing device (5) comprises an upper fixing component (51) and a lower fixing component (52) which are arranged up and down.
3. The high-rise suspended member casting support system according to claim 2, wherein: go up fixed subassembly (51) and connect otic placode (513) on including anchor assembly (511), last round pin axle (512) and two, it fixes on shear force wall (2) to go up anchor assembly (511), two go up and connect otic placode (513) interval and fix on last anchor assembly (511), the tip of truss (3) is equipped with connecting block (31), it inserts and locates between two last connection otic placodes (513) and installs on two last connection otic placodes (513) through last round pin axle (512) to go up connecting block (31).
4. The high-rise suspended member casting support system according to claim 3, wherein: a reinforcing force (514) is arranged between the upper connecting ear plate (513) and the upper anchoring piece (511).
5. The high-rise suspended member casting support system according to claim 2, wherein: fixed subassembly (52) are including anchor (521), lower round pin axle (522) and two lower connection otic placodes (523), anchor (521) are fixed on shear force wall (2) down, two connect otic placode (523) interval fixed under on anchor (521), the tip of truss (3) is equipped with down connecting block (32), lower connecting block (32) are inserted and are located between two lower connection otic placodes (523) and install under two on connecting otic placodes (523) through round pin axle (522) down.
6. The high-rise suspended member casting support system according to claim 5, wherein: a support bracket (524) is fixed on the lower anchor member (521), and the end of the truss (3) is supported on the support bracket (524).
7. The high-rise suspended member casting support system according to claim 6, wherein: the lower connecting ear plate (523) is fixed on the support bracket (524).
8. The high-rise aerial member casting support system according to any one of claims 1 to 7, wherein: each distribution beam (4) is provided with a plurality of sleeve seats (41), and the base seat (11) of the full-hall support (1) is inserted into the corresponding sleeve seat (41).
9. The high-rise aerial member casting support system according to any one of claims 1 to 7, wherein: the distribution beam (4) is fixed on the truss (3) through a U-shaped bolt (6).
10. The high-rise aerial member casting support system according to any one of claims 1 to 7, wherein: the trusses (3) are connected into a whole through connecting pieces (7).
CN202021036928.2U 2020-06-08 2020-06-08 High-rise suspended component pouring support system Active CN212773377U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202021036928.2U CN212773377U (en) 2020-06-08 2020-06-08 High-rise suspended component pouring support system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202021036928.2U CN212773377U (en) 2020-06-08 2020-06-08 High-rise suspended component pouring support system

Publications (1)

Publication Number Publication Date
CN212773377U true CN212773377U (en) 2021-03-23

Family

ID=75071587

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202021036928.2U Active CN212773377U (en) 2020-06-08 2020-06-08 High-rise suspended component pouring support system

Country Status (1)

Country Link
CN (1) CN212773377U (en)

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