CN213234203U - Disc buckle type upright column ladder cage scaffold - Google Patents
Disc buckle type upright column ladder cage scaffold Download PDFInfo
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- CN213234203U CN213234203U CN202021224828.2U CN202021224828U CN213234203U CN 213234203 U CN213234203 U CN 213234203U CN 202021224828 U CN202021224828 U CN 202021224828U CN 213234203 U CN213234203 U CN 213234203U
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Abstract
The disc buckling type upright post ladder cage scaffold comprises scaffold units formed by disc buckling type scaffold components, wherein steel pedals are respectively arranged at the middle parts and the bottoms of the scaffold units, through holes are formed in the steel pedals, steel ladder stands are arranged among the through holes, eight groups of scaffold units are horizontally connected to form a square-shaped scaffold body, a safety net is arranged on the outer side of the square-shaped scaffold body, the square-shaped scaffold body is multiple groups, and the square-shaped scaffold bodies are connected end to form the ladder cage scaffold. The utility model has simple structure, reduces the hoisting requirement, improves the economic benefit, saves the investment of auxiliary measures for the construction of the stand column, accelerates the operation speed, saves the labor and mechanical cost, and has obvious economic benefit; the stability of the whole scaffold system is improved, and the construction safety and the engineering quality are ensured.
Description
Technical Field
The utility model relates to a scaffold system, especially a dish knot formula stand ladder cage scaffold frame.
Background
The column construction is the most common project in the subway vehicle section project, and brings great trouble to engineering constructors due to the high and thin structural form. The traditional construction method is mostly to set up a steel pipe fastener type scaffold or adopt angle steel to make a shaped ladder cage. The fastener type scaffold has low mounting and dismounting efficiency, slow material turnover, large material loss, great influence of the technical level of workers and easy occurrence of safety accidents; the design ladder cage type scaffold structure has high hoisting requirement and high price. A large number of auxiliary measures, installation and disassembly, process cycle interval waiting, construction interface treatment and the like all bring adverse effects on the quality, safety and progress of the project. Therefore, how to manufacture the disc buckling type upright column ladder cage scaffold capable of solving the problems in the prior art becomes a technical problem to be solved.
SUMMERY OF THE UTILITY MODEL
The utility model discloses just based on above-mentioned technical problem, provided a dish knot formula stand ladder cage scaffold to solve the problem that exists among the above-mentioned background art.
In view of this, the utility model provides a dish knot formula stand ladder cage scaffold frame, it includes: scaffold unit that dish knot formula scaffold subassembly formed, scaffold unit middle part and bottom be provided with the steel footboard respectively, the steel footboard on be provided with the through-hole, the through-hole between be provided with the steel cat ladder, eight groups scaffold unit level meet and form a mouthful style of calligraphy support body, mouthful style of calligraphy support body outside be provided with the safety net, mouthful style of calligraphy support body be the multiunit, the multiunit mouth style of calligraphy support body end to end form ladder cage scaffold, ladder cage scaffold four corners department be provided with the cable wind rope through U type buckle respectively, ladder cage scaffold bottom pre-buried respectively all around be provided with reinforcing bar ground anchor, the cable wind rope pass through the flower basket bolt setting and be in reinforcing bar ground anchor on.
In the above technical scheme, preferably, the number of the guy cables is two, and the two sets of guy cables are arranged on the ladder cage scaffold at intervals from top to bottom.
In the above technical solution, preferably, an included angle between the guy cable and the ladder cage scaffold is 40 ° to 60 °.
In the above technical scheme, preferably, ladder cage scaffold interval be provided with the multiunit, adjacent two ladder cage scaffold connect through the multiunit fastener steel pipe that the interval set up from top to bottom.
In the above technical scheme, preferably, ladder cage scaffold top be provided with the guardrail, ladder cage scaffold bottom be provided with adjustable collet.
The utility model provides a dish knot formula stand ladder cage scaffold frame, compared with the prior art, the utility model discloses simple structure through the modularization assembly dismantlement, has reduced the hoist and mount requirement, has improved economic benefits, has practiced thrift stand construction auxiliary measure and has dropped into, has accelerated the operating speed, has practiced thrift manual work, mechanical cost, and economic benefits is showing; the material of the utility model is modularized, which is convenient for construction, embodies intensification, realizes favorable control for engineering material and resource consumption, and achieves the purposes of saving, saving energy and protecting environment; the utility model discloses utilize the dish to detain formula scaffold assembly and set up convenience, swift, the many characteristics of turnover number of times carry out stand ladder cage scaffold system and build, at the ladder cage perpendicularly to setting up the guy rope all around, adopt the fastener steel pipe to connect adjacent ladder cage at the level, promote the stability of whole scaffold system, ensured construction safety and engineering quality.
Drawings
Fig. 1 shows a schematic view of the structure of the outer vertical surface of the present invention;
fig. 2 shows a schematic top view of the present invention;
fig. 3 shows a structural cross-sectional view of the present invention;
figure 4 shows a schematic structural view of the scaffold unit in an external elevation;
FIG. 5 shows a schematic view of a guy rope reinforcement structure;
FIG. 6 shows a schematic view of a fastener steel tube reinforcement structure;
in the figure: 1 pole setting, 2 horizontal poles, 3 bracing, 4 scaffold units, 5 steel pedals, 6 steel cat ladders, 7 square support bodies, 8 safety nets, 9 concrete columns, 10 ladder cage scaffolds, 11 guardrails, 12 adjustable bottom supports, 13 cable wind ropes, 14 reinforcing steel ground anchors, 15 turnbuckle bolts, 16 fastener steel pipes.
Detailed Description
In order to make the aforementioned objects, features and advantages of the present invention more clearly understood, the present invention will be described in further detail with reference to the accompanying drawings and detailed description.
In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention, however, the present invention may be practiced in other ways than those specifically described herein, and thus the scope of the present invention is not limited by the disclosure below.
The technical solution of the present invention is further explained with reference to fig. 1 to 6.
First embodiment, as shown in fig. 1 to 6: a kind of disk fastener type pillar ladder cage scaffold, it includes: scaffold subassembly is detained to dish, scaffold subassembly is detained to dish include pole setting 1, horizontal pole 2 and bracing 3, pole setting 1 horizontal pole 2 with 3 scaffold unit 4 that form of bracing, scaffold unit 4 middle part and bottom be provided with steel footboard 5 respectively, steel footboard 5 on be provided with the through-hole, the through-hole between be provided with steel cat ladder 6, eight groups scaffold unit 4 level meet and form a mouthful style of calligraphy support body 7, 7 outsides of a style of calligraphy support body be provided with safety net 8, 7 insides of a mouthful style of calligraphy support body be used for setting up concrete column 9, a style of calligraphy support body 7 be the multiunit, multiunit 7 end-to-end of a mouthful style of calligraphy support body form ladder cage scaffold 10.
The four corners of the ladder cage scaffold 10 are respectively provided with one end of a cable rope 13 through a U-shaped buckle, the periphery of the bottom of the ladder cage scaffold 10 is respectively provided with a reinforcing steel ground anchor 14 in an embedded mode, and the other end of the cable rope 13 is arranged on the reinforcing steel ground anchor 14 through a turn buckle 15. Four cable wind ropes 13 arranged at four corners of the ladder cage scaffold 10 are in a group, the cable wind ropes 13 are in two groups, and the two groups of cable wind ropes 13 are arranged on the ladder cage scaffold 10 at intervals of 6m from top to bottom.
The included angle between the guy cable 13 and the ladder cage scaffold 10 is 40-60 degrees. The ladder cage scaffold 10 interval be provided with the multiunit, adjacent two ladder cage scaffold 10 through the multiunit fastener steel pipe 16 connection that the interval set up from top to bottom. The top of the ladder cage scaffold 10 is provided with a guardrail 11, and the bottom of the ladder cage scaffold 10 is provided with an adjustable bottom support 12.
In the use process: the vertical rod 1 is in socket joint with a sleeve, the cross rod 2 and the inclined strut 3 are self-locking wedge-shaped pins on cast steel joints at the end parts and are inserted into holes on a flower disc distributed on the vertical rod 1 according to a modulus of 500mm, the pins are vertically hit by a hammer from top to bottom, and self-locking parts of the pins are matched with the holes on the flower disc to be locked, so that the scaffold unit 4 with a stable structure is formed. When the device is disassembled, the device can be unlocked only by striking the pin by the hammer from bottom to top.
Scaffold system stability: cable wind ropes 13 are arranged at intervals of 6m from top to bottom around each ladder cage scaffold 10, and the cable wind ropes 13 are connected with a steel bar ground anchor 14 by adopting turn bolts 15; in the horizontal direction, adopt fastener steel pipe 16 every 6m to link to each other adjacent ladder cage, increase the overall stability of dish knot formula ladder cage scaffold 10 system, prevent that dish knot formula ladder cage scaffold 10 from taking place the slope.
Novel formula stand ladder cage scaffold frame 10 system is detained to dish eliminates the safe risk in the work progress based on solving the high stand construction progress of railcar section to can be high-efficient, safe completion high stand construction.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the present invention, but is susceptible to various modifications and changes by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (5)
1. The utility model provides a dish knot formula stand ladder cage scaffold, includes the scaffold unit that dish knot formula scaffold subassembly formed, its characterized in that: scaffold unit middle part and bottom be provided with the steel footboard respectively, the steel footboard on be provided with the through-hole, the through-hole between be provided with the steel cat ladder, eight groups scaffold unit level meet and form a mouthful style of calligraphy support body, mouthful style of calligraphy support body outside be provided with the safety net, mouthful style of calligraphy support body be the multiunit, multiunit mouthful style of calligraphy support body end to end form ladder cage scaffold, ladder cage scaffold four corners department be provided with the cable wind rope through U type buckle respectively, ladder cage scaffold bottom pre-buried reinforcing bar ground anchor that is provided with respectively all around, the cable wind rope pass through the basket of flowers bolt setting and be in reinforcing bar ground anchor on.
2. The disc buckle type upright post ladder cage scaffold of claim 1, wherein: the two sets of the guy cables are arranged on the ladder cage scaffold at intervals from top to bottom.
3. The disc buckle type upright post ladder cage scaffold of claim 2, wherein: the included angle between the cable wind rope and the ladder cage scaffold is 40-60 degrees.
4. The disc buckle type upright post ladder cage scaffold of claim 3, wherein: ladder cage scaffold frame interval be provided with the multiunit, adjacent two ladder cage scaffold frame connect through the multiunit fastener steel pipe that the interval set up from top to bottom.
5. The disc buckle type upright post ladder cage scaffold of claim 4, wherein: the top of the ladder cage scaffold is provided with a guardrail, and the bottom of the ladder cage scaffold is provided with an adjustable bottom support.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021224828.2U CN213234203U (en) | 2020-06-29 | 2020-06-29 | Disc buckle type upright column ladder cage scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021224828.2U CN213234203U (en) | 2020-06-29 | 2020-06-29 | Disc buckle type upright column ladder cage scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213234203U true CN213234203U (en) | 2021-05-18 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202021224828.2U Active CN213234203U (en) | 2020-06-29 | 2020-06-29 | Disc buckle type upright column ladder cage scaffold |
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| CN (1) | CN213234203U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113090018A (en) * | 2021-05-27 | 2021-07-09 | 中建八局第四建设有限公司 | Construction method of super-thick overweight radiation-proof concrete cast-in-place beam slab formwork support system |
| CN115110738A (en) * | 2022-06-30 | 2022-09-27 | 中国建筑第二工程局有限公司 | Construction method for scaffold capable of preventing settlement |
| CN115726553A (en) * | 2022-11-30 | 2023-03-03 | 上海宝冶集团有限公司 | Pre-assembling erection method for high and large disc buckle type scaffold |
-
2020
- 2020-06-29 CN CN202021224828.2U patent/CN213234203U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113090018A (en) * | 2021-05-27 | 2021-07-09 | 中建八局第四建设有限公司 | Construction method of super-thick overweight radiation-proof concrete cast-in-place beam slab formwork support system |
| CN115110738A (en) * | 2022-06-30 | 2022-09-27 | 中国建筑第二工程局有限公司 | Construction method for scaffold capable of preventing settlement |
| CN115726553A (en) * | 2022-11-30 | 2023-03-03 | 上海宝冶集团有限公司 | Pre-assembling erection method for high and large disc buckle type scaffold |
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