CN216076212U - Large-scale multi-level overhanging structure outer scaffold - Google Patents
Large-scale multi-level overhanging structure outer scaffold Download PDFInfo
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- CN216076212U CN216076212U CN202122280081.3U CN202122280081U CN216076212U CN 216076212 U CN216076212 U CN 216076212U CN 202122280081 U CN202122280081 U CN 202122280081U CN 216076212 U CN216076212 U CN 216076212U
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Abstract
The utility model is suitable for the technical field of scaffolds, and provides a large-scale multi-level overhanging structure external scaffold which comprises a plurality of independent scaffold unit bodies which have the same structure and are sequentially connected, wherein each scaffold unit body is erected and connected along the edge of an overhanging structure, and each scaffold unit body comprises a plurality of vertical rods, cross rods, supporting rods and a tripod; two ends of the supporting rod are respectively connected with the wall body and the vertical rod; two adjacent vertical rods are fixedly connected through a cross rod, a tripod is arranged at the bottom of one end, close to the wall, of each supporting rod, and the tripod is fixedly connected to the wall; the bottom of the end, far away from the wall body, of the support rod is provided with a support rod, the support rod is fixedly connected to the vertical rod, one end of the support rod is provided with a bearing end, and the bearing end abuts against the support rod. Therefore, the cantilever formwork can be effectively laid, the cantilever structure can be powerfully supported, the material and labor cost is saved, the lower-layer external scaffold cannot interfere with the upper-layer formwork support, and the working efficiency is improved.
Description
Technical Field
The utility model relates to the technical field of scaffolds, in particular to an external scaffold with a large-scale multi-level overhanging structure.
Background
With the development of society, the domestic architectural decoration industry is also continuously developed, and the engineering construction technology is also continuously improved. In a construction site, various supports are usually erected for convenient operation of high-altitude vertical construction operation and vertical and horizontal transportation, and are also commonly called scaffolds.
At present, the materials for manufacturing the scaffold are usually bamboo, wood, steel pipes or synthetic materials, and the scaffold constructed at present in the field of building construction mainly adopts the steel pipes, connecting clamping pieces and other components to be erected according to preset specifications, so that the requirements of vertical and horizontal construction are met.
Along with the change of building appearance and structural design, the design style of buildings changes thousands of times, and particularly, the design of overhanging structures puts forward new requirements on construction. However, when the conventional scaffold that uses at present is under construction, need set up full hall scaffold in the part that needs the construction outside the mechanism of encorbelmenting, occupation space is big, and the operation is complicated, and to the scaffold frame of high space, the system that supports self dead weight is too huge, wastes time and energy and takes material, also influences the construction progress greatly, increases construction cost.
In view of the above, the prior art is obviously inconvenient and disadvantageous in practical use, and needs to be improved.
SUMMERY OF THE UTILITY MODEL
In view of the above-mentioned defects, the present invention aims to provide a large-scale multi-level overhanging structure external scaffold, which has a simple structure and a reliable design, can effectively ensure the laying of overhanging templates, can powerfully support an overhanging structure, saves material and labor cost, and improves the work efficiency because the lower external scaffold does not interfere with the supporting of the upper template.
In order to achieve the purpose, the utility model provides a large-scale multi-level overhanging structure external scaffold, which comprises a plurality of independent scaffold unit bodies which have the same structure and are sequentially connected, wherein each scaffold unit body is erected and connected along the edge of an overhanging structure, and each scaffold unit body comprises a plurality of vertical rods, cross rods, supporting rods and a tripod; two ends of the supporting rod are respectively connected with the wall body and the vertical rod; two adjacent vertical rods are fixedly connected through the cross rod, the tripod is arranged at the bottom of one end, close to the wall, of the supporting rod, and the tripod is fixedly connected to the wall; the supporting rod is arranged at the bottom of one end, far away from the wall body, of the supporting rod and fixedly connected to the vertical rod, a bearing end is arranged at one end of the supporting rod, and the bearing end abuts against the supporting rod.
According to the large-scale multi-level overhanging structure external scaffold, the bottom of the supporting rod close to one end of the wall body is provided with the first supporting cross rod, the first supporting cross rod and the supporting rod are both in a horizontal state and are vertically arranged, and the tripod is positioned at the bottom of the first supporting cross rod.
According to the large-scale multi-level overhanging structure external scaffold, the bottom of one end, away from the wall body, of the support rod is provided with the second support cross rod, the second support cross rod and the first support cross rod are parallel to each other and are positioned on the same horizontal plane, and the support rod is abutted to the bottom of the second support cross rod.
According to the large-scale multi-level overhanging structure external scaffold, the reinforcing ribs are arranged between two sides of the tripod.
According to the large-scale multi-level overhanging structure external scaffold, the tripod is provided with the boss on one side of the bottom of the first supporting cross rod.
According to the large-scale multi-level overhanging structure external scaffold, the bottom of the bearing end is fixedly connected with one end of the inclined rod, and the other end of the inclined rod is fixedly connected with the vertical rod.
According to the large-scale multi-level overhanging structure external scaffold, the top of the bearing end is provided with the mounting groove capable of accommodating the second supporting cross rod.
According to the large-scale multi-level overhanging structure external scaffold, the wall body is provided with the embedded parts, and the wall body is connected with the supporting rods through the embedded parts.
The utility model aims to provide an external scaffold with a large multi-level overhanging structure, which can effectively ensure the laying of an overhanging template by arranging a support rod, a first support cross rod and a second support cross rod; through setting up tripod and die-pin, can support effectively the structure of encorbelmenting, saved material and human cost, and the outer scaffold frame of lower floor can not hinder the template support on upper strata, improves work efficiency. In conclusion, the beneficial effects of the utility model are as follows: simple structure, the design is reliable, can effectively guarantee the laying of the template of encorbelmenting, can carry out powerful support to the structure of encorbelmenting, has saved material and human cost, and the template support on lower floor's outer scaffold frame can not hinder the upper strata, improves work efficiency.
Drawings
FIG. 1 is a schematic structural view of the present invention;
in the figure: 1-vertical rod, 2-horizontal rod, 3-supporting rod and 31-supporting end; 4-support rod, 5-tripod, 51-reinforcing rib, 52-boss; 6-diagonal rod, 7-overhanging structure, 81-first supporting cross rod, and 82-second supporting cross rod.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is further described in detail below with reference to the accompanying drawings. It should be understood that the specific embodiments described herein are merely illustrative of the utility model and are not intended to limit the utility model.
It should be noted that in the description of the present invention, the terms of direction or positional relationship indicated by the terms "upper", "lower", "left", "right", "inner", "outer", etc. are based on the directions or positional relationships shown in the drawings, which are only for convenience of description, and do not indicate or imply that the device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention.
Furthermore, it should be noted that, in the description of the present invention, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood by those skilled in the art according to specific situations.
Referring to fig. 1, the utility model provides a large-scale multi-level overhanging structure external scaffold, which comprises a plurality of independent scaffold unit bodies which have the same structure and are sequentially connected, wherein each scaffold unit body is erected and connected along the edge of an overhanging structure 7, and each scaffold unit body comprises a plurality of vertical rods 1, cross rods 2, supporting rods 3, supporting rods 4 and tripods 5.
The wall body is provided with a plurality of embedded parts, so that one ends of the support rods 4 are fixedly connected with the wall body, the other ends of the support rods 4 are connected with the vertical rods 1 through fasteners, and overhanging templates are laid above the support rods 4 and used for pouring overhanging structures 7; the adjacent upright stanchions 1 are fixedly connected through the cross rod 2, the bottom of one end, close to the wall, of the bottom of the support rod 4 is provided with a first support cross rod 81, the first support cross rod 81 and the support rod 4 are both in a horizontal state, the first support cross rod 81 is vertically arranged with the support rod 4, the bottom of the first support cross rod 81 is provided with a tripod 5, one side of the tripod 5 is fixedly connected with the wall, the other side of the tripod 5 is positioned at the bottom of the first support cross rod 81, and the first support cross rod 81 is provided with supporting force; a second supporting cross rod 82 is arranged at the bottom of one end, away from the wall body, of the supporting rod 4, the second supporting cross rod 82 is parallel to the first supporting cross rod 81 and is positioned on the same horizontal plane, a supporting rod 3 is arranged at the bottom of the second supporting cross rod 82, the supporting rod 3 is fixedly connected to the vertical rod 1 through a fastener, a supporting end 31 is arranged at one end of the supporting rod 3, the supporting end 31 abuts against the second supporting cross rod 82, and effective supporting force is provided for the second supporting cross rod 82; first support horizontal pole 81 and second support horizontal pole 82 effectively support bracing piece 4, make tripod 5 and bearing end 31 can give bracing piece 4 both ends effective holding power, realize having saved material and human cost to the effective support of structure 7 of encorbelmenting, and the outer scaffold of lower floor can not hinder the template support on upper strata, improves work efficiency.
Further, be equipped with strengthening rib 51 between the both sides of tripod 5, strengthening rib 51 can increase tripod 5's support dynamics, improves the support effect of device.
Preferably, a boss 52 is disposed on one side of the tripod 5 at the bottom of the first supporting cross bar 81, and the boss 52 can limit the first supporting cross bar 81.
Preferably, the bottom of bearing end 31 is fixedly connected with one end of an inclined rod 6, the other end of the inclined rod 6 is fixedly connected with the vertical rod 1, and the inclined rod 6 provides strong support for the bearing end 31, so that the forehead stability of the device is improved.
Further, the top of bearing end 31 is equipped with the mounting groove that can hold second support horizontal pole 82, and the mounting groove can play limiting displacement on the one hand, and on the other hand can easy to assemble.
The working principle of the utility model is as follows:
the tripod 5 is positioned at the bottom of the first support cross bar 81 to give a supporting force to the first support cross bar 81; the bearing end 31 abuts against the second support cross rod 82, and gives effective supporting force to the second support cross rod 82; first support horizontal pole 81 and second support horizontal pole 82 carry out effective support to bracing piece 4, realize the effective support to structure 7 of encorbelmenting, and the outer scaffold of lower floor can not hinder the template support on upper strata.
In conclusion, the cantilever formwork can be effectively laid by arranging the supporting rods, the first supporting cross rods and the second supporting cross rods; through setting up tripod and die-pin, can support effectively the structure of encorbelmenting, saved material and human cost, and the outer scaffold frame of lower floor can not hinder the template support on upper strata, improves work efficiency. The utility model has the following beneficial effects: simple structure, the design is reliable, can effectively guarantee the laying of the template of encorbelmenting, can carry out powerful support to the structure of encorbelmenting, has saved material and human cost, and the template support on lower floor's outer scaffold frame can not hinder the upper strata, improves work efficiency.
The present invention may be embodied in other specific forms without departing from the spirit or essential attributes thereof, and it should be understood that various changes and modifications can be effected therein by one skilled in the art without departing from the spirit and scope of the utility model as defined in the appended claims.
Claims (8)
1. The large-scale multi-level overhanging structure external scaffold is characterized by comprising a plurality of independent scaffold unit bodies which have the same structure and are sequentially connected, wherein each scaffold unit body is erected and connected along the edge of an overhanging structure and comprises a plurality of vertical rods, transverse rods, supporting rods and tripods;
two ends of the supporting rod are respectively connected with the wall body and the vertical rod; two adjacent vertical rods are fixedly connected through the cross rod, the tripod is arranged at the bottom of one end, close to the wall, of the supporting rod, and the tripod is fixedly connected to the wall; the supporting rod is arranged at the bottom of one end, far away from the wall body, of the supporting rod and fixedly connected to the vertical rod, a bearing end is arranged at one end of the supporting rod, and the bearing end abuts against the supporting rod.
2. The large-scale multi-level cantilever structure external scaffold according to claim 1, wherein a first support cross bar is disposed at the bottom of the support bar near the bottom of one end of the wall, the first support cross bar and the support bar are both horizontal and are perpendicular to each other, and the tripod is disposed at the bottom of the first support cross bar.
3. The large-scale multi-level cantilever structure external scaffold according to claim 2, wherein a second supporting cross bar is arranged at the bottom of one end of the supporting rod away from the wall body, the second supporting cross bar and the first supporting cross bar are parallel to each other and located on the same horizontal plane, and the supporting rod is abutted against the bottom of the second supporting cross bar.
4. The large-scale multi-stage overhanging structural outer scaffold according to claim 1, wherein a reinforcing rib is provided between two sides of the tripod.
5. The large multi-stage cantilever external scaffold according to claim 2, wherein a boss is provided on one side of the tripod at the bottom of the first support rail.
6. The large-scale multi-level cantilever external scaffold according to claim 1, wherein the bottom of the supporting end is fixedly connected with one end of a diagonal rod, and the other end of the diagonal rod is fixedly connected to the vertical rod.
7. The large-scale multi-level cantilever external scaffold according to claim 3, wherein the top of the bearing end is provided with a mounting groove capable of accommodating the second supporting cross bar.
8. The large-scale multi-level cantilever external scaffold according to claim 1, wherein the wall body is provided with a plurality of embedded parts, and the wall body is connected with the supporting rods through the embedded parts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122280081.3U CN216076212U (en) | 2021-09-18 | 2021-09-18 | Large-scale multi-level overhanging structure outer scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122280081.3U CN216076212U (en) | 2021-09-18 | 2021-09-18 | Large-scale multi-level overhanging structure outer scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216076212U true CN216076212U (en) | 2022-03-18 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122280081.3U Active CN216076212U (en) | 2021-09-18 | 2021-09-18 | Large-scale multi-level overhanging structure outer scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216076212U (en) |
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2021
- 2021-09-18 CN CN202122280081.3U patent/CN216076212U/en active Active
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