CN212562423U - Ring type sliding scaffold for corridor - Google Patents
Ring type sliding scaffold for corridor Download PDFInfo
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- CN212562423U CN212562423U CN202021479514.7U CN202021479514U CN212562423U CN 212562423 U CN212562423 U CN 212562423U CN 202021479514 U CN202021479514 U CN 202021479514U CN 212562423 U CN212562423 U CN 212562423U
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Abstract
The utility model provides a ring type slip scaffold for vestibule, includes ring type scaffold, cell type slide rail, universal ball, scaffold locking mechanical system, ring type scaffold is taken all around at the vestibule, the cell type slide rail passes through the bolt in the upper end of vestibule and is connected with the built-in fitting on the vestibule, installs universal ball in the ring type scaffold bottom of vestibule upper end, ring type scaffold passes through universal ball and the cooperation of cell type slide rail slides, scaffold locking mechanical system articulates the both sides at the cell type slide rail. The utility model relates to a circular type slip scaffold frame for vestibule and construction method thereof, this circular type slip scaffold frame are used for the built on stilts vestibule's of microscler area slope outside construction envelope and decoration engineering, the utility model discloses a turn into movable scaffold frame with fixed scaffold frame, only need set up the scaffold frame of a segment length distance, through removing the construction, can accomplish the outside construction of whole microscler vestibule.
Description
Technical Field
The utility model relates to an industrial building construction field especially relates to a circular type slip scaffold frame for vestibule.
Background
The structure of the overhead gallery (trestle) in the industrial building group is widely applied, and the main structure (a support frame and a gallery skeleton, which generally adopt a steel structure or a precast concrete structure) of the structure. The building envelope (generally adopting brick masonry or color steel plate structure) and decoration engineering (plastering engineering and door and window installation engineering) are constructed according to the traditional construction method, after the main body is constructed, a floor scaffold needs to be erected for rooting, and the branch engineering can be constructed by supporting the floor scaffold to an operation layer.
Because the vestibule structure is higher, is the slope shape moreover, and length is long, sets up the scaffold frame waste material, takes a lot of work, takes time, occupies a large amount of operating space around the vestibule simultaneously, influences other process constructions. According to the structural characteristics of the overhead corridor, after the main framework of the overhead corridor is completed, an annular sliding scaffold is utilized when building envelope structures and decoration projects are constructed. The use proves that the method is safe and reliable, saves time, labor and materials, and can obtain good economic benefit.
SUMMERY OF THE UTILITY MODEL
The utility model provides a circular type slip scaffold frame for vestibule, this circular type slip scaffold frame are used for the built on stilts vestibule's of microscler area slope outside construction envelope and decorate the engineering, the utility model discloses a turn into movable scaffold frame with fixed scaffold frame, only need set up the scaffold frame of a segment length distance, through removing the construction, can accomplish the outside construction of whole microscler vestibule.
In order to achieve the above object, the utility model adopts the following technical scheme:
the utility model provides a ring type slip scaffold for vestibule, includes ring type scaffold, cell type slide rail, universal ball, scaffold locking mechanical system, ring type scaffold is taken all around at the vestibule, the cell type slide rail passes through the bolt in the upper end of vestibule and is connected with the built-in fitting on the vestibule, installs universal ball in the ring type scaffold bottom of vestibule upper end, ring type scaffold passes through universal ball and the cooperation of cell type slide rail slides, scaffold locking mechanical system articulates the both sides at the cell type slide rail.
Ring type scaffold includes tie-beam, side scaffold frame, tie-beam down, go up the tie-beam setting and connect the side scaffold frame of both sides in the upper end of vestibule, the tie-beam setting is connected the side scaffold frame of both sides in the bottom of vestibule down.
The scaffold locking mechanism comprises a connecting rod and a hoop, one end of the connecting rod is hinged to the groove-shaped sliding rail, and the other end of the connecting rod is fixedly connected with the hoop.
Compared with the prior art, the beneficial effects of the utility model are that:
the utility model relates to a circular type slip scaffold frame for vestibule, this circular type slip scaffold frame are used for the built on stilts vestibule's of microscler area slope outside construction envelope and decorate the engineering, the utility model discloses a turn into movable scaffold frame with fixed scaffold frame, only need set up the scaffold frame of a segment length distance, through removing the construction, can accomplish the outside construction of whole microscler vestibule.
The utility model discloses flexible stability of construction is high, and is portable to be fixed, safe and reliable, save time simultaneously, save labour, economize material and economize the construction space.
Drawings
Fig. 1 is a schematic front view of the ring-type sliding scaffold of the present invention.
Fig. 2 is a schematic front view of the ring-type sliding scaffold of the present invention.
Fig. 3 is a view from a-a of fig. 2.
Fig. 4 is a schematic view of the matched installation of the ring-type sliding scaffold and the groove-type sliding rail.
Fig. 5 is a view from B-B of fig. 4.
Fig. 6 is a view in the direction of C-C of fig. 4.
In the figure: 1-ring type scaffold, 2-groove type slide rail, 4-safety rope, 5-scaffold plate, 6-vestibule, 7-lower connecting beam, 8-hoop, 9-connecting rod, 10-slide rail fixing seat, 11-embedded part and 12-universal ball.
Detailed Description
The following further describes the embodiments of the present invention with reference to the drawings:
the utility model provides a ring type slip scaffold for vestibule, includes ring type scaffold 1, cell type slide rail 2, universal ball 12, scaffold locking mechanical system, ring type scaffold 1 sets up around vestibule 6, cell type slide rail 2 passes through the bolt in the upper end of vestibule 6 and is connected with built-in fitting 11 on the vestibule, installs universal ball 12 in 1 bottom of ring type scaffold of vestibule 6 upper end, in universal wheel 12 embedded groove type slide rail 2, ring type scaffold 1 slides through universal ball 12 and the cooperation of cell type slide rail 2, scaffold locking mechanical system articulates the both sides at cell type slide rail 2.
The main materials of the ring-type sliding scaffold 1 are standard scaffold erecting fittings comprising phi 48 steel pipes, fasteners, wood scaffold rods and the like. Scaffold boards are laid on the side scaffolds to be used for the constructors to walk. The side surface and the bottom surface are sealed by a dense mesh safety net. The upper and lower end of the vertical rod on the scaffold is provided with a double fastener to ensure the safety of the hanging bracket.
Scaffold locking mechanical system includes connecting rod 9, staple bolt 8, the one end and the cell type slide rail 2 of connecting rod 9 are articulated, the other end fixed connection staple bolt 8 of connecting rod 9.
The hoop 8 is two semicircular narrow band steels, is buckled on the steel pipe of the ring-type scaffold 1, and can be flexibly disassembled through bolt fastening connection. The scaffold locking mechanism can realize the fixed connection of the groove-shaped slide rail 2 and the ring-type scaffold 1.
The groove-type sliding rails 2 are installed with the vestibule 6 in equal length, and a plurality of scaffold locking mechanisms are arranged on the side walls of the groove-type sliding rails 2 along the length direction and are used for being connected and fixed with the ring-type scaffold 1.
A construction method of a ring type sliding scaffold for a corridor comprises the following specific steps:
1) installing the groove-shaped slide rail 2 at the upper end of the corridor 6 through an embedded part 11 and a bolt at the upper end of the corridor 6, then erecting an upper connecting beam, installing a universal wheel 12 on the upper connecting beam and the groove-shaped slide rail 2 in a matching manner, fixedly connecting hoops 8 on scaffold locking mechanisms hinged at two sides of the groove-shaped slide rail 2 with steel pipes on the upper connecting beam, and then gradually completing the erecting work of side scaffolds and lower connecting beams; when the main body of the gallery 6 is machined, an embedded part 11 with a threaded hole is fixed or embedded at the upper end of the main body.
2) After the construction of the corridor 6 outside of the length section of the ring-type scaffold 1 is completed, the ring-type scaffold 1 needs to be moved forwards integrally, the hoop 8 on the scaffold locking mechanism is detached from the ring-type scaffold 1, the ring-type scaffold 1 is integrally pulled forwards by the hand hoist 3 (as shown in fig. 2), and then the ring-type scaffold 1 and the groove-type slide rail 2 are fixedly connected again by the scaffold locking mechanism.
If the support needs to be crossed in the sliding process, the cross rods of the lower connecting beams 7 need to be sequentially detached, and meanwhile, the components need to be particularly noted to be stable to ensure safety when the cross rods are detached, slid and reinforced.
3) The construction of the section of corridor 6 is continued.
And (5) repeating the operations of the steps 2) to 6), and finishing the external construction of the whole length gallery 6.
When the enclosure and decoration construction of the vestibule 6 is carried out, two sides are operated simultaneously to keep the frame balance. At the same time, the utility model should be used once to reduce the repeated sliding.
When 6 main parts of vestibule were under construction, must pre-buried rings on the support of vestibule, be convenient for set up ring type scaffold 1 and stride across the installation construction cage when the support.
The utility model discloses only set up the scaffold frame of a segment length distance, for the whole vestibule length whole scaffold frame of setting up, reduced very big manpower and materials cost to the degree of difficulty that the scaffold frame was set up on the slope has been reduced. Realize the outside construction of the whole length of vestibule through sliding, occupation space is little, and the slip process only carries out the dismantlement and the installation of fractional part, and the work progress is simple, and the efficiency of construction is high.
Claims (3)
1. The utility model provides a ring type slip scaffold frame for vestibule, a serial communication port, including ring type scaffold frame, cell type slide rail, universal ball, scaffold locking mechanical system, ring type scaffold frame is taken all around at the vestibule, the cell type slide rail passes through the bolt in the upper end of vestibule and is connected with the built-in fitting on the vestibule, installs universal ball in the ring type scaffold frame bottom of vestibule upper end, ring type scaffold frame passes through universal ball and the cooperation of cell type slide rail slides, scaffold locking mechanical system articulates the both sides at the cell type slide rail.
2. The ring-type sliding scaffold for the vestibule according to claim 1, wherein the ring-type scaffold comprises an upper connection beam, side scaffolds and a lower connection beam, the upper connection beam is arranged at the upper end of the vestibule to connect the side scaffolds at both sides, and the lower connection beam is arranged at the bottom of the vestibule to connect the side scaffolds at both sides.
3. The ring-type sliding scaffold for vestibule according to claim 1, wherein the scaffold locking mechanism comprises a connecting rod and a hoop, one end of the connecting rod is hinged with the groove-type slide rail, and the other end of the connecting rod is fixedly connected with the hoop.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021479514.7U CN212562423U (en) | 2020-07-23 | 2020-07-23 | Ring type sliding scaffold for corridor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021479514.7U CN212562423U (en) | 2020-07-23 | 2020-07-23 | Ring type sliding scaffold for corridor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212562423U true CN212562423U (en) | 2021-02-19 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021479514.7U Active CN212562423U (en) | 2020-07-23 | 2020-07-23 | Ring type sliding scaffold for corridor |
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| CN (1) | CN212562423U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111894253A (en) * | 2020-07-23 | 2020-11-06 | 中国三冶集团有限公司 | Ring type sliding scaffold for corridor and construction method thereof |
| CN111894253B (en) * | 2020-07-23 | 2024-07-26 | 中国三冶集团有限公司 | Ring-type sliding scaffold for corridor and construction method thereof |
-
2020
- 2020-07-23 CN CN202021479514.7U patent/CN212562423U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111894253A (en) * | 2020-07-23 | 2020-11-06 | 中国三冶集团有限公司 | Ring type sliding scaffold for corridor and construction method thereof |
| CN111894253B (en) * | 2020-07-23 | 2024-07-26 | 中国三冶集团有限公司 | Ring-type sliding scaffold for corridor and construction method thereof |
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