CN214169867U - Novel overhanging type scaffold - Google Patents
Novel overhanging type scaffold Download PDFInfo
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- CN214169867U CN214169867U CN202022939367.3U CN202022939367U CN214169867U CN 214169867 U CN214169867 U CN 214169867U CN 202022939367 U CN202022939367 U CN 202022939367U CN 214169867 U CN214169867 U CN 214169867U
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- cantilever
- fixedly connected
- mounting seats
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- supporting
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Abstract
The utility model belongs to the technical field of building construction facilities, in particular to a novel overhanging type scaffold, which comprises an overhanging floor, wherein overhanging section steel is fixedly connected on the overhanging floor, the top of one end of the overhanging section steel, which is far away from the overhanging floor, is fixedly connected with two symmetrically arranged supporting tubes, two opposite sides of the supporting tubes are fixedly connected with a plurality of pairs of mounting seats, slots are arranged in the mounting seats, one pair of two opposite sides of the mounting seats are connected through connecting tubes, hollow grooves are arranged at two sides of the connecting tubes in the slots of the mounting seats, clamping rods are arranged in the hollow grooves, clamping grooves corresponding to the clamping rods are arranged on the connecting tubes, one end of each clamping rod, which is close to the clamping groove, is fixedly sleeved with a supporting sleeve, a spring is sleeved on each clamping rod, and the novel overhanging type scaffold is convenient to install and disassemble in the process of building through the arrangement of a plurality of adjusting mechanisms, is favorable for improving the construction efficiency.
Description
Technical Field
The utility model belongs to the technical field of the construction facility, especially, relate to a novel overhanging type scaffold.
Background
With the development of building structures, the research and application of scaffold erection are rapidly developed, various scaffold erection forms are greatly developed, but most of the scaffolds are integrally erected from the ground to the high altitude, the scaffold engineering quantity is large, and for a local construction area with high altitude, the cost for integrally erecting the scaffold is high, so that the overhanging scaffold for the medium-high-rise building is produced at the right moment.
But the in-process of putting up of current overhanging type scaffold all adopts bolt fixed connection's mode basically to lead to the scaffold dismouting inconvenient, influence the efficiency of construction.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the problem that the existing cantilever scaffold basically adopts the bolt fixed connection in the process of building, thereby causing the inconvenience of scaffold disassembly and assembly and influencing the construction efficiency, and providing a novel cantilever scaffold.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a novel overhanging type scaffold comprises an overhanging floor, wherein overhanging section steel is fixedly connected onto the overhanging floor, two symmetrically-arranged supporting tubes are fixedly connected to the top of one end, away from the overhanging floor, of the overhanging section steel, one side, opposite to the two supporting tubes, of the overhanging section steel is fixedly connected with a plurality of pairs of mounting seats, slots are arranged in the mounting seats, one side, opposite to the two mounting seats, of the same pair of mounting seats is connected through a connecting tube, hollow grooves are formed in the two sides, located on the connecting tube, of the slots of the mounting seats, clamping rods are arranged in the two hollow grooves, clamping grooves corresponding to the clamping rods are formed in the connecting tube, a supporting sleeve is fixedly sleeved at one end, close to the clamping grooves, of each clamping rod, a spring is sleeved on each clamping rod, the two ends of each spring are fixedly connected with the supporting sleeve and the inner side wall of the corresponding hollow groove, one end, away from the supporting sleeve, of each clamping rod penetrates through the inner side wall of the corresponding hollow groove and extends outwards, one end of the clamping rod extending is fixedly connected with a pull button.
Preferably, the cantilever-type steel is installed on the cantilever floor slab through a plurality of first fixing bolts.
Preferably, the support pipe is mounted on the cantilever-type steel by a plurality of second fixing bolts.
Preferably, a rubber pad is fixedly bonded on the inner side wall of the mounting seat, and the rubber pad abuts against one end of the connecting pipe.
Preferably, the mounting seat and the supporting tube are fixed by welding.
Preferably, an inclined support piece is arranged between the cantilever floor slab and the cantilever section steel.
Has the advantages that: the utility model discloses in, shaped steel will encorbelment is installed on the floor of encorbelmenting through first fixing bolt, insert the slot of two mount pads respectively with the both ends of connecting pipe afterwards, loosen the kelly this moment, make the cover establish in the spring of kelly utilizes the automatic card of resilience force to go into the draw-in groove on the connecting pipe, realize the fixed mounting between to two stay tubes, it is convenient to dismantle, the availability factor is improved, the stay tube after will installing afterwards passes through second fixing bolt fixed mounting on the shaped steel of encorbelmenting, thereby realize the installation of the formula of encorbelmenting scaffold and build, make the formula of encorbelmenting scaffold dismantle convenient operation in the in-process installation of building, be favorable to promoting the efficiency of construction.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a schematic structural diagram of a novel overhanging scaffold;
fig. 2 is an enlarged schematic view of a portion a in fig. 1.
In the figure: 1-overhanging floor slab, 2-overhanging section steel, 3-supporting tube, 4-mounting seat, 5-connecting tube, 6-clamping rod, 7-supporting sleeve, 8-spring, 9-pulling button, 10-first fixing bolt, 11-second fixing bolt, 12-rubber pad, 13-diagonal bracing piece.
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.
Referring to fig. 1-2, a novel overhanging type scaffold comprises an overhanging floor 1, overhanging section steel 2 is fixedly connected on the overhanging floor 1, two symmetrically arranged supporting tubes 3 are fixedly connected on the top of one end of the overhanging section steel 2 far away from the overhanging floor 1, a plurality of pairs of mounting seats 4 are fixedly connected on one side opposite to the two supporting tubes 3, slots are arranged in the mounting seats 4, one side opposite to the two mounting seats 4 is connected through a connecting tube 5, hollow grooves are arranged on two sides of the connecting tube 5 in the slots of the mounting seats 4, clamping rods 6 are arranged in the two hollow grooves, clamping grooves corresponding to the clamping rods 6 are arranged on the connecting tube 5, a supporting sleeve 7 is fixedly sleeved on one end of each clamping rod 6 close to the clamping groove, a spring 8 is sleeved on each clamping rod 6, two ends of the spring 8 are respectively fixedly connected with the supporting sleeve 7 and the inner side wall of the hollow groove, one end of each clamping rod 6 far away from the supporting sleeve 7 penetrates through the inner side wall of the hollow groove and extends outwards, the extended end of the clamping rod 6 is fixedly connected with a pull button 9.
In the embodiment, the cantilever section steel 2 is installed on the cantilever floor slab 1 through a plurality of first fixing bolts 10; the supporting tube 3 is arranged on the cantilever steel 2 through a plurality of second fixing bolts 11; a rubber pad 12 is fixedly bonded on the inner side wall of the mounting seat 4, and the rubber pad 12 abuts against one end of the connecting pipe 5 and is used for playing a certain elastic buffering role in the connecting process of the connecting pipe 5; the mounting seat 4 and the supporting tube 3 are welded and fixed; install diagonal brace piece 13 between floor 1 and the shaped steel 2 of encorbelmenting for stability between reinforcing shaped steel 2 and the floor 1 of encorbelmenting.
The working principle is as follows: during the use will encorbelment shaped steel 2 and install on floor 1 encorbelments through first fixing bolt 10, insert the slot of two mount pads 4 respectively with the both ends of connecting pipe 5 afterwards, loosen kelly 6 this moment, make the cover establish in the spring 8 of kelly 6 utilizes the automatic card of resilience force to go into the draw-in groove on the connecting pipe 5, the realization is to the fixed mounting between two stay tubes 3, it is convenient to dismantle, the availability factor is improved, stay tube 3 after will installing afterwards is through 11 fixed mounting of second fixing bolt on shaped steel 1 encorbelments, thereby realize the installation of the formula of encorbelmenting scaffold and build, make the formula of encorbelmenting scaffold dismantle convenient operation in-process installation of building, be favorable to promoting the efficiency of construction.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.
Claims (6)
1. The utility model provides a novel overhanging type scaffold, includes floor (1) of encorbelmenting, its characterized in that: the cantilever floor slab (1) is fixedly connected with cantilever section steel (2), the top of one end, far away from the cantilever floor slab (1), of the cantilever section steel (2) is fixedly connected with two supporting tubes (3) which are symmetrically arranged, one side, opposite to the two supporting tubes (3), of the cantilever section steel (2) is fixedly connected with a plurality of pairs of mounting seats (4), slots are arranged in the mounting seats (4), one side, opposite to the two mounting seats (4), of the mounting seats is connected through a connecting tube (5), hollow grooves are formed in the two sides, located on the connecting tube (5), of the slots of the mounting seats (4), clamping rods (6) are arranged in the hollow grooves, clamping grooves corresponding to the clamping rods (6) are formed in the connecting tube (5), one end, close to the clamping grooves, of each clamping rod (6) is fixedly provided with a supporting sleeve (7), a spring (8) is sleeved on each clamping rod (6), and two ends of the spring (8) are respectively and fixedly connected with the inner side walls of the supporting sleeves (7) and the hollow grooves, the one end that support cover (7) was kept away from in kelly (6) runs through the inside wall of cavity groove and outwards extends, the one end fixedly connected with that kelly (6) extend draws button (9).
2. A new cantilever scaffold according to claim 1, wherein: the cantilever type steel (2) is installed on a cantilever floor slab (1) through a plurality of first fixing bolts (10).
3. A new cantilever scaffold according to claim 1, wherein: the supporting pipe (3) is arranged on the cantilever steel section (2) through a plurality of second fixing bolts (11).
4. A new cantilever scaffold according to claim 1, wherein: a rubber pad (12) is fixedly bonded on the inner side wall of the mounting seat (4), and the rubber pad (12) is abutted to one end of the connecting pipe (5).
5. A new cantilever scaffold according to claim 1, wherein: the mounting seat (4) and the supporting tube (3) are fixed by welding.
6. A new cantilever scaffold according to claim 1, wherein: an inclined support piece (13) is arranged between the cantilever floor slab (1) and the cantilever section steel (2).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202022939367.3U CN214169867U (en) | 2020-12-10 | 2020-12-10 | Novel overhanging type scaffold |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202022939367.3U CN214169867U (en) | 2020-12-10 | 2020-12-10 | Novel overhanging type scaffold |
Publications (1)
Publication Number | Publication Date |
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CN214169867U true CN214169867U (en) | 2021-09-10 |
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN202022939367.3U Active CN214169867U (en) | 2020-12-10 | 2020-12-10 | Novel overhanging type scaffold |
Country Status (1)
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CN (1) | CN214169867U (en) |
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2020
- 2020-12-10 CN CN202022939367.3U patent/CN214169867U/en active Active
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