CN209799338U - Overhanging type scaffold support connecting structure - Google Patents

Overhanging type scaffold support connecting structure Download PDF

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Publication number
CN209799338U
CN209799338U CN201920281328.3U CN201920281328U CN209799338U CN 209799338 U CN209799338 U CN 209799338U CN 201920281328 U CN201920281328 U CN 201920281328U CN 209799338 U CN209799338 U CN 209799338U
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China
Prior art keywords
adjusting
half ring
rod
connection structure
cement board
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CN201920281328.3U
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Chinese (zh)
Inventor
邱建平
谢得胜
赖碧凡
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Guangdong Zhongnan Construction Co Ltd
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Guangdong Zhongnan Construction Co Ltd
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Priority to CN201920281328.3U priority Critical patent/CN209799338U/en
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Abstract

The utility model discloses a formula of encorbelmenting scaffold puts up support connection structure relates to the technical field of scaffold frame, and its technical scheme's main points are: including pre-buried mounting and the connecting rod of connection on the mounting on the cement board to and the regulating part with the connecting rod butt, the mounting one end is kept away from to the connecting rod and is connected on the scaffold frame. The utility model provides a mounting need punch on the cement board, the more troublesome technical problem of construction has the advantage that reduces and punch on the cement board.

Description

Overhanging type scaffold support connecting structure
Technical Field
The utility model relates to a technical field of scaffold frame, in particular to overhanging type scaffold frame supports connection structure.
background
The scaffold is a facility which is erected beside a building to be constructed in the building construction process and used for providing support for constructors and enabling constructors to stand on the scaffold to construct the building.
In a high-rise building, a scaffold cannot be erected from the ground, so that a fixing piece is generally fixed on a cement board after a hole is formed in the cement board in the building, a supporting rod is fixed on the fixing piece through a steel wire, and a supporting plate is erected on the supporting rod to form the scaffold for a constructor to use.
The defects in the prior art are as follows: the existing fixing piece needs to be punched on a cement board, and construction is troublesome.
SUMMERY OF THE UTILITY MODEL
To the deficiency that prior art exists, the utility model aims to: the utility model provides a cantilever type scaffold frame supports connection structure, it has through pre-buried mounting on the cement board, reduces the advantage of punching on the cement board.
Above-mentioned technical purpose is realized through following technical scheme, one kind including pre-buried mounting and the connecting rod of rotation connection on the mounting on the cement slab to and with the regulating part that is used for adjusting the connecting rod height of connecting rod butt, the connecting rod is kept away from mounting one end and is rotated and connect on the scaffold, the connecting rod sets up three at least, and three connecting rods and scaffold frame tie point collineation not.
Through the technical scheme, the work of punching on the cement board has been reduced through pre-buried mounting on the cement board, and then the danger at high altitude construction has been reduced, because the work of punching needs drilling tool, the handheld drilling tool of constructor is more dangerous at high-rise building edge construction, through the setting of mounting, above-mentioned work has been cancelled, constructor's security has been improved, can adjust the height that the connecting rod kept away from mounting one end simultaneously through the regulating part, and then can adjust scaffold and horizontal direction's angle, can adjust scaffold level or keep away from building one end tilt up as required, reduce and keep away from building one side from the scaffold and drop as the article in-process that drops, reduce and cause the high altitude weight thing to injure people's risk.
Furthermore, the mounting includes pre-buried pole at the cement board of pre-buried to and fixed plate of keeping away from cement board one end on pre-buried pole of fixed connection.
Through above-mentioned technical scheme, improve the structural strength of mounting through pre-buried pole, reduce the risk that the connecting rod drops from pre-buried pole through the fixed plate of fixed connection on pre-buried pole, and then improve the fastness that connecting rod and mounting are connected.
Furthermore, the regulating part comprises a regulating rod fixedly embedded on the cement board and a supporting rod connected on the regulating rod in a sliding manner.
Through above-mentioned technical scheme, slide along adjusting the pole through the bracing piece, can adjust the connecting rod and keep away from the height of mounting one end, and then change the inclination of scaffold frame.
furthermore, the adjusting part also comprises an upper adjusting pipe used for sliding the supporting rod, and the end part of the supporting rod is abutted above the upper adjusting pipe.
Through above-mentioned technical scheme, slide and then adjust the bracing piece on adjusting the pole through last regulation pole, convenient operation.
Furthermore, it is connected with two connecting rods to rotate on every mounting, it is connected with two bracing pieces that support two connecting rods respectively to slide on the regulation pole, and the bracing piece bottom that is located the top is provided with the upper control tube, is located below forehead bracing piece bottom and is provided with down the control tube, control tube threaded connection is on adjusting the pole.
Through the technical scheme, the height of the adjusting pipe relative adjusting rod can be driven through rotating the adjusting pipe, and then the height of the adjusting support rod is adjusted, so that the inclination angle of the scaffold is adjusted, the triangular support structure is formed through the two connecting rods and the scaffold, the firmness of the scaffold is improved, and meanwhile, the adjusting is convenient and the installation is simple.
Furthermore, the pre-buried pole slides on and is connected with the go-between, and the go-between rotates to be connected on the connecting rod.
Through the technical scheme, the connecting ring sleeve can facilitate connection and detachment of the embedded rod and the connecting ring on the embedded rod more conveniently.
Furthermore, the connecting ring comprises a first half ring and a second half ring with one end rotatably connected to the first half ring, and the other end of the second half ring is connected with the other end of the first half ring through a plug pin.
Through the technical scheme, the first half ring and the second half ring are convenient to connect and detach through the plug pin, and the operation is more convenient.
Furthermore, the first semi-ring is kept away from grafting round pin one end and is revoluted the round pin rotation through rotating pin and second semi-ring and be connected, and first semi-ring is close to rotating pin one end and extends there is the connector, has seted up the connecting hole on the connector, corresponds connector one end on the second semi-ring and has seted up the male spread groove of confession connector, sets up the butt joint hole with the connecting hole intercommunication on the spread groove.
Through above-mentioned technical scheme, realize the rotation between first semi-ring and the second semi-ring through the connecting pin and be connected.
To sum up the utility model discloses following technological effect has:
1. The fixing parts pre-buried on the cement board reduce the work of punching on the cement board, so that the danger of working at high altitude is reduced, the punching work needs a drilling tool, the construction of a constructor holding the drilling tool by hand at the edge of a high-rise building is dangerous, the work is cancelled through the arrangement of the fixing parts, the safety of the constructor is improved, meanwhile, the height of one end, far away from the fixing parts, of the connecting rod can be adjusted through the adjusting parts, so that the angle between the scaffold and the horizontal direction can be adjusted, the scaffold can be adjusted to be horizontal or the end, far away from the building, is inclined upwards according to the requirement, the falling of the scaffold from one side, far away from the building, in the falling process of the object is reduced, and the risk of injury;
2. The first half ring and the second half ring are convenient for connecting the connecting rod and the fixing piece.
Drawings
FIG. 1 is a schematic structural diagram of an embodiment;
FIG. 2 is an enlarged view of portion A of FIG. 1;
Fig. 3 is a schematic structural view of a connection ring in the embodiment.
Reference numerals: 1. a cement board; 2. a scaffold; 3. a fixing member; 30. a fixing plate; 31. pre-burying a rod; 4. a connecting rod; 5. adjusting a rod; 6. an adjustment member; 60. an upper regulating pipe; 600. an upper drive rod; 61. a lower regulator tube; 610. a lower drive rod; 63. a support bar; 630. a fixing ring; 7. a connecting ring; 70. a first half ring; 700. a connector; 701. connecting holes; 702. an adapter; 703. switching the hole; 71. a rotation pin; 72. a second half ring; 720. connecting grooves; 721. a butt joint hole; 722. a transfer groove; 723. inserting holes; 73. a torsion spring; 74. a connecting pin; 75. an R-shaped pin; 76. and a baffle plate.
Detailed Description
Embodiment 1, refer to fig. 1, a formula of encorbelmenting scaffold 2 supports connection structure, including pre-buried two mountings 3 on cement board 1, it is connected with two connecting rods 4 to rotate on every mounting 3, connecting rod 4 is kept away from 3 one ends of mounting and is rotated respectively and connect on four summits of scaffold 2 bottom, set up regulating part 6 between connecting rod 4 and the mounting 3, regulating part 6 is including pre-buried regulation pole 5 on cement board 1, it is provided with four altogether to adjust pole 5, two are adjusted pole 5 and are corresponded a mounting 3, two are adjusted the pole 5 between the pole 5 and are slided side by side perpendicularly and are connected with two bracing pieces 63, the both ends of bracing piece 63 are slided and are connected on two.
The support rods 63 slide on the adjusting rods 5, so that the height of the two connecting rods 4 can be changed, and the inclination degree of the scaffold 2 can be adjusted. Structural strength will be improved through mounting 3, reduced the construction process that leads to of punching on cement board 1 simultaneously and increased and the risk of punching process to constructor safety on cement board 1.
Mounting 3 includes pre-buried pole 31 of pre-buried on cement slab 1 and the fixed plate 30 of a body coupling at pre-buried pole 31 top, and the cover is equipped with go-between 7 on pre-buried pole 31, and connecting rod 4 rotates to be connected on go-between 7, and regulating part 6 is used for adjusting the height of connecting rod 4, and then adjusts scaffold frame 2's inclination.
the adjusting part 6 further comprises an upper adjusting pipe 60 and a lower adjusting pipe 61 which are connected to the adjusting rod 5 in a threaded mode, two ends of the supporting rod 63 are fixedly connected with fixing rings 630 sleeved on the adjusting rod 5, the fixing rings 630 are located at the tops of the adjusting pipes, the adjusting pipes slide along the adjusting rods 5 by rotating the adjusting pipes, then the fixing rings 630 are driven to move along the directions of the adjusting rods 5, then the height of the supporting rod 63 is adjusted, and further the inclination angle of the scaffold 2 is adjusted.
Referring to fig. 2 and 3, the connection ring 7 includes a first half ring 70 and a second half ring 72 having one end connected to the first half ring 70, wherein one end of the first half ring 70 extends out of the connection head 700, the connection head 700 is provided with a connection hole 701, one end of the second half ring 72 is provided with a connection groove 720 in which the common connection head 700 is embedded, a side wall of the connection groove 720 is provided with a docking hole 721, the first half ring 70 and the second half ring 72 are rotatably connected by a rotation pin 71, and the connection pin 74 is inserted into the docking hole 721 through the connection hole 701.
The other end of the first half ring 70 extends to form an adapter 702, the adapter 702 is provided with a switching hole 703, one end of the second half ring 72, which is away from the rotating pin 71, is provided with a switching groove 722 into which the adapter 702 is inserted, a slot wall of the switching groove 722 is provided with a plugging hole 723 corresponding to the switching hole 703, the connecting pin 74 passes through the plugging hole 723 and the switching hole 703 to detachably and fixedly connect the first half ring 70 and the second half ring 72, one end of the connecting pin 74 is integrally connected with the baffle 76, and the other end is inserted into the R-shaped pin 75 for locking.
Concrete implementation process, with pre-buried pole 31 and adjust pole 5 pre-buried in cement slab 1, overlap go-between 7 on pre-buried pole 31 to on arranging connecting rod 4 in bracing piece 63, the connecting rod 4 other end rotates to be connected in scaffold frame 2 bottom, supports scaffold frame 2 through four bracing pieces 63, and through rotating the height of adjusting tube and then adjusting support bar 63, can adjust scaffold frame 2's height and inclination. The operation is simple and convenient, and meanwhile, the punching construction process is reduced through the embedded part.
The present embodiment is only for explaining the present invention, and it is not limited to the present invention, and those skilled in the art can make modifications to the present embodiment without inventive contribution as required after reading the present specification, but all of them are protected by patent laws within the scope of the claims of the present invention.

Claims (8)

1. The utility model provides a formula of encorbelmenting scaffold frame supports connection structure which characterized in that: the scaffold comprises a fixing part (3) embedded in a cement board (1), a connecting rod (4) connected to the fixing part (3) and an adjusting part (6) abutted to the connecting rod (4), wherein one end of the connecting rod (4) far away from the fixing part (3) is connected to the scaffold (2).
2. An overhanging scaffold support connection structure as claimed in claim 1, wherein: the fixing piece (3) comprises an embedded rod (31) embedded in the cement board (1) and a fixing plate (30) fixedly connected to the embedded rod (31) and far away from one end of the cement board (1).
3. An overhanging scaffold support connection structure as claimed in claim 2, wherein: the adjusting piece (6) comprises an adjusting rod (5) fixedly embedded on the cement board (1) and a supporting rod (63) connected to the adjusting rod (5) in a sliding manner.
4. An overhanging scaffold support connection structure as claimed in claim 3 wherein: the adjusting piece (6) further comprises an upper adjusting pipe (60) used for sliding the supporting rod (63), and the end part of the supporting rod (63) is abutted above the upper adjusting pipe (60).
5. An overhanging scaffold support connection structure as claimed in claim 4, wherein: rotate on every mounting (3) and be connected with two connecting rods (4), it has two bracing pieces (63) that support two connecting rods (4) respectively to slide on adjusting pole (5), and bracing piece (63) bottom that is located the top is provided with adjusting pipe (60), and bracing piece (63) bottom that is located below forehead is provided with adjusting pipe (61), adjusting pipe threaded connection is on adjusting pole (5).
6. An overhanging scaffold support connection structure as claimed in claim 5, wherein: the pre-buried pole (31) slides up and is connected with a connecting ring (7), and the connecting ring (7) is rotatably connected to the connecting rod (4).
7. an overhanging scaffold support connection structure as claimed in claim 6, wherein: the connecting ring (7) comprises a first half ring (70) and a second half ring (72) with one end rotatably connected to the first half ring (70), and the other end of the second half ring (72) is connected with the other end of the first half ring (70) through an inserting pin.
8. An overhanging scaffold support connection structure as claimed in claim 7, wherein: one end, far away from the inserting pin, of the first half ring (70) is rotatably connected with the second half ring (72) through the rotating pin (71) and the rotating pin (71), one end, close to the rotating pin (71), of the first half ring (70) extends to form a connecting head (700), a connecting hole (701) is formed in the connecting head (700), a connecting groove (720) for inserting the connecting head (700) is formed in one end, corresponding to the connecting head (700), of the second half ring (72), and a butt joint hole (721) communicated with the connecting hole (701) is formed in the connecting groove (720).
CN201920281328.3U 2019-03-05 2019-03-05 Overhanging type scaffold support connecting structure Active CN209799338U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920281328.3U CN209799338U (en) 2019-03-05 2019-03-05 Overhanging type scaffold support connecting structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920281328.3U CN209799338U (en) 2019-03-05 2019-03-05 Overhanging type scaffold support connecting structure

Publications (1)

Publication Number Publication Date
CN209799338U true CN209799338U (en) 2019-12-17

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201920281328.3U Active CN209799338U (en) 2019-03-05 2019-03-05 Overhanging type scaffold support connecting structure

Country Status (1)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112814360A (en) * 2020-12-26 2021-05-18 宁波市城展建设工程有限公司 Overhanging external scaffold and construction method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112814360A (en) * 2020-12-26 2021-05-18 宁波市城展建设工程有限公司 Overhanging external scaffold and construction method thereof

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