CN209907894U - Flower basket pull rod type overhanging scaffold - Google Patents
Flower basket pull rod type overhanging scaffold Download PDFInfo
- Publication number
- CN209907894U CN209907894U CN201920541659.6U CN201920541659U CN209907894U CN 209907894 U CN209907894 U CN 209907894U CN 201920541659 U CN201920541659 U CN 201920541659U CN 209907894 U CN209907894 U CN 209907894U
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- pull rod
- wall
- steel
- steel pipe
- supporting
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Abstract
The utility model provides a flower basket pull rod formula scaffold frame of encorbelmenting, including the major structure, the last symmetry of major structure is equipped with two through-wall bolts, two through-wall bolts can dismantle the connection shaped steel supporting seat, shaped steel supporting seat top symmetry is equipped with two first connecting steel pipes, be equipped with first support steel pipe on the first connecting steel pipe, and keep away from major structure one side, can dismantle connection pull rod assembly on the shaped steel supporting seat, just the connection top can be dismantled to the pull rod assembly upper end through-wall bolts, through-wall bolt top, the last wall spare that links that is equipped with of major structure, it can dismantle the connection second support steel pipe to link the wall spare, the connection can be dismantled to the second support steel pipe first connecting steel pipe. The utility model discloses a pre-buried wall bolt can dismantle pull rod assembly with pull rod assembly and connect pull rod assembly to reduce the step of pre-buried pull ring, and then prevented outer wall percolating water hidden danger, guarantee the engineering quality.
Description
Technical Field
The utility model relates to a scaffold technical field mainly relates to a flower basket pull rod formula scaffold frame of encorbelmenting.
Background
Scaffolding (scaffold) refers to the various supports erected on a construction site for workers to handle and address vertical and horizontal transport. The general term of the building industry refers to the places which cannot be directly constructed on the building site and are used for exterior wall, interior decoration or high floor height. Mainly for constructors to live up and down or for peripheral safety net enclosure, overhead installation components and the like, the scaffold is said to be made of bamboo, wood, steel pipes or synthetic materials. Some projects also use scaffolds as templates, and in addition, the scaffold is widely used in advertising, municipal administration, traffic roads and bridges, mines and other departments.
The existing overhanging scaffold is detachably connected with a pull rod assembly through opening a hole embedded pull ring on a template, so that the effect of increasing the support of the overhanging scaffold is achieved.
However, after the pull rings are embedded, hole repairing treatment is needed after the scaffold is dismantled in the later period, and due to the intensive arrangement of the scaffold, a plurality of holes are formed in the wall surface, and if hole repairing treatment does not occur or the hole repairing treatment is not in place, the hidden danger of water seepage of the outer wall is easily caused.
SUMMERY OF THE UTILITY MODEL
The utility model provides a basket of flowers pull rod formula scaffold frame of encorbelmenting is used for solving and is proposed in the background art because after pre-buried pull ring, need carry out the benefit hole after the scaffold frame of later stage is demolishd and handle, and because the intensive setting of scaffold frame to be provided with a plurality of holes on the wall, if the benefit hole processing does not appear, perhaps the benefit hole is handled and then is caused the technical problem of the hidden danger of outer wall infiltration water easily not in place.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a flower basket pull rod formula scaffold frame of encorbelmenting, includes the major structure, the last symmetry of major structure is equipped with two wall bolts, two the wall bolt can be dismantled and connect the shaped steel supporting seat, shaped steel supporting seat top symmetry is equipped with two first connecting steel pipes, be equipped with first support steel pipe on the first connecting steel pipe, and keep away from major structure one side, can dismantle on the shaped steel supporting seat and connect pull rod assembly, just the pull rod assembly upper end can be dismantled and connect the top the wall bolt is worn, wear wall bolt top, the last wall spare that is equipped with of major structure, it can dismantle and connect the second support steel pipe to link the wall spare, the second supports the steel pipe and can dismantle the connection first connecting steel pipe.
Furthermore, the pull rod assembly comprises an upper pull rod and a lower pull rod, a sleeve assembly is arranged between the upper pull rod and the lower pull rod, the sleeve assembly is in threaded connection with the upper pull rod and the lower pull rod, a first connecting plate is arranged at the upper end of the upper pull rod, the first connecting plate can be detachably connected with the wall penetrating bolt, the lower pull rod can be detachably connected with a first connecting lug plate, and the first connecting lug plate can be detachably connected with the profile steel supporting seat.
Furthermore, the sleeve component comprises three steel bars, the two ends of each steel bar are welded with the welding iron, the upper section pull rod and the lower section pull rod are connected with the welding iron in a rotating mode, and the middle of each steel bar is welded with the first rotating rod.
Furthermore, first connecting plate is the setting of class "L" type, and one section with major structure parallel and level.
Furthermore, a third supporting steel pipe is arranged in the middle of the first connecting steel pipe, and a first reinforcing pipe is arranged at an oblique angle between the second supporting steel pipe and the third supporting steel pipe.
Further, keep away from major structure one side, the shaped steel supporting seat with be equipped with the baseboard between the second supports the steel pipe, the baseboard inboard is equipped with the safety net.
Furthermore, the length of shaped steel supporting seat is greater than 1800mm, when being less than 2800, pull rod assembly is two, and two pull rod assembly one end can be dismantled and connect in two first connecting steel pipe below one side, two pull rod assembly upper end can be dismantled and connect in the top on the wall bolt.
Compared with the prior art, the beneficial effects of the utility model are that:
the utility model discloses a be equipped with the through-wall bolt on the major structure, the shaped steel support need not to bury shear force wall department, and the pull rod drawknot also need not to open the pre-buried pull ring in hole on the template, does not have the later stage and mends the hole process, eliminates and arouses outer wall percolating water hidden danger because of the benefit hole, guarantees the engineering quality.
Drawings
FIG. 1 is a schematic structural view of the present invention;
fig. 2 is a schematic structural view of the tie rod assembly of the present invention;
FIG. 3 is a schematic view of the sleeve assembly of the present invention;
FIG. 4 is a schematic view of a vertical projection structure of the sleeve assembly of the present invention;
fig. 5 is a schematic structural view of a first connecting plate of the present invention;
fig. 6 is the second position structure diagram of the cantilever scaffold of the present invention.
In the figure: 1-main structure, 2-wall bolt, 3-section steel support base, 31-first connecting steel pipe, 32-first supporting steel pipe, 33-second supporting steel pipe, 34-third supporting steel pipe, 35-first reinforced pipe, 36-skirting board, 37-safety net, 4-pull rod component, 41-upper pull rod, 42-lower pull rod, 43-sleeve component, 431-reinforcing bar, 432-welding iron, 433-first rotating rod and 44-first connecting plate.
Detailed Description
In order to facilitate understanding of the present invention, the present invention will be described more fully with reference to the accompanying drawings, in which several embodiments of the present invention are shown, but the present invention can be implemented in different forms, and is not limited to the embodiments described in the text, but rather, these embodiments are provided to make the disclosure of the present invention more thorough and comprehensive.
The embodiment of the invention relates to a basket pull rod type cantilever scaffold, which comprises a main body structure 1, wherein two wall penetrating bolts 2 are symmetrically arranged on the main body structure 1, two connecting section steel supporting seats 3 can be disassembled by the wall penetrating bolts 2, two first connecting steel pipes 31 are symmetrically arranged above the section steel supporting seats 3, first supporting steel pipes 32 are arranged on the first connecting steel pipes 31 and are far away from one side of the main body structure 1, connecting pull rod assemblies 4 can be disassembled on the section steel supporting seats 3, the upper ends of the pull rod assemblies 4 can be disassembled and connected with the wall penetrating bolts 2, wall penetrating bolts 2 are arranged above the wall penetrating bolts, wall connecting pieces 5 are arranged on the main body structure 1, the wall connecting pieces 5 can be disassembled and connected with second supporting steel pipes 33, and the second supporting steel pipes 33 can be disassembled and connected with the first connecting steel pipes 31.
In an embodiment, referring to fig. 1 to 4, the pull rod assembly 4 includes an upper pull rod 41 and a lower pull rod 42, a sleeve assembly 43 is disposed between the upper pull rod 41 and the lower pull rod 42, the sleeve assembly 43 is spirally connected to the upper pull rod 41 and the lower pull rod 42, a first connecting plate 44 is disposed at an upper end of the upper pull rod 41, the first connecting plate 44 is detachably connected to the wall-penetrating bolt 2, the lower pull rod 42 is detachably connected to a first connecting lug plate 45, and the first connecting lug plate 45 is detachably connected to the profile steel support base 3.
In an embodiment, referring to fig. 1 to 4, the sleeve assembly 43 includes three reinforcing bars 431, two ends of the three reinforcing bars 431 are welded to the welding irons 432, the upper tie rod 41 and the lower tie rod 42 are both rotatably connected to the welding irons 432, and a first rotating rod 433 is welded to the middle of the three reinforcing bars 431.
In an embodiment, referring to fig. 5, the first connecting plate 44 is disposed in a shape similar to an "L", and a section of the first connecting plate is flush with the main body structure 1.
In an embodiment, referring to fig. 1, a third support steel pipe 34 is disposed in the middle of the first connection steel pipe 31, and a first reinforcing pipe 35 is disposed at an oblique angle between the second support steel pipe 33 and the third support steel pipe 34.
In an embodiment, referring to fig. 1, a skirting board 36 is disposed between the profile steel supporting base 3 and the second supporting steel pipe 33, and a safety net 37 is disposed inside the skirting board 36, far from the main structure 1.
In an embodiment, referring to fig. 6, when the length of the profile steel support base 3 is greater than 1800mm and less than 2800 mm, two pull rod assemblies 4 are provided, one end of each of the two pull rod assemblies 4 is detachably connected to one side of the lower portion of each of the two first connecting steel pipes 31, and the upper ends of the two pull rod assemblies 4 are detachably connected to the upper wall bolt 2.
The operation principle is as follows: the utility model discloses a top tie rod and the tip of shaped steel support pass through the wall bolt and be connected with wall (roof beam) side, are equipped with the wall bolt in the wall (roof beam), and shaped steel support need not to bury shear force wall department, and the pull rod drawknot also need not to open the pre-buried pull ring of hole on the template, does not have the later stage and mends the hole process, eliminates because of mending the hole and arouses outer wall percolating water hidden danger, guarantees engineering quality;
one end of the section steel support is connected with a wall (beam) structure through a wall-penetrating bolt (or an embedded steel plate), the cantilever support does not need to be anchored into the cantilever length which is 1.25 times, and the section steel consumption can be saved;
the pull rod is tied without opening holes and embedding pull rings on the template, so that the template loss can be reduced, the template repeated utilization rate is improved, and the cost is reduced; the profile steel support and the upper section pull rod are connected with a wall (beam) structure through pre-buried wall penetrating bolts, and except for corners, the profile steel support and the upper section pull rod do not need to be cut during dismantling, so that the bolts are not lost; meanwhile, the disassembled adjustable pull rod can be recycled, the recycling rate of the pull rod, the bolt and other components is high, the cost is saved, and the pull rod realizes the contraction of the upper pull rod and the lower pull rod by rotating the sleeve component, so that the support performance is enhanced;
moreover, as the cantilever floor is not provided with the profile steel support to be anchored, the cantilever floor can be inserted into the working procedures of masonry, ground plastering and the like, the subsequent work and construction are convenient, and the construction period is saved; because members such as the pull rod, the sleeve assembly, the profile steel support and the like can be produced in a factory in a shaping manner, the members have high dimensional precision and reliable quality, the labor input can be reduced, and the construction period is shortened.
Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined by the appended claims and their equivalents, and thus the embodiments of the invention are intended only as illustrative examples of the invention and no limitation of the invention is intended whatsoever to be construed by the embodiments of the invention.
Claims (7)
1. The utility model provides a flower basket pull rod formula scaffold frame of encorbelmenting, includes major structure (1), its characterized in that: the wall bolt is characterized in that two wall bolts (2) are symmetrically arranged on the main structure (1), two connecting steel supporting seats (3) can be detached from the wall bolts (2), two first connecting steel pipes (31) are symmetrically arranged above the steel supporting seats (3), first supporting steel pipes (32) are arranged on the first connecting steel pipes (31), and the wall bolt is kept away from one side of the main structure (1), connecting pull rod assemblies (4) can be detached from the steel supporting seats (3), the upper ends of the pull rod assemblies (4) can be detached from the upper ends of the wall bolts (2), the wall bolts (2) are arranged above the wall bolts, wall connecting pieces (5) are arranged on the main structure (1), second supporting steel pipes (33) can be detached from the wall connecting pieces (5), and the second supporting steel pipes (33) can be detached from the first connecting steel pipes (31).
2. The basket pull rod type overhanging scaffold of claim 1, wherein: pull rod assembly (4) include upper segment pull rod (41) and lower section pull rod (42), upper segment pull rod (41) with be equipped with sleeve assembly (43) between lower section pull rod (42), sleeve assembly (43) threaded connection upper segment pull rod (41) with lower section pull rod (42), upper segment pull rod (41) upper end is equipped with first connecting plate (44), first connecting plate (44) can be dismantled the connection wear wall bolt (2), first connection otic placode (45) can be dismantled in lower section pull rod (42), first connection otic placode (45) can be dismantled the connection shaped steel supporting seat (3).
3. The basket pull rod type overhanging scaffold of claim 2, wherein: the sleeve component (43) comprises three reinforcing steel bars (431) and three welding irons (432) welded at two ends of the reinforcing steel bars (431), the upper section pull rod (41) and the lower section pull rod (42) are connected with the welding irons (432) in a rotating mode, and the middle of each reinforcing steel bar (431) is connected with a first rotating rod (433) in a welding mode.
4. The basket pull rod type overhanging scaffold of claim 2, wherein: the first connecting plate (44) is arranged in an L-shaped manner, and one section of the first connecting plate is flush with the main body structure (1).
5. The basket pull rod type overhanging scaffold of claim 1, wherein: and a third supporting steel pipe (34) is arranged in the middle of the first connecting steel pipe (31), and a first reinforcing pipe (35) is arranged at an oblique angle between the second supporting steel pipe (33) and the third supporting steel pipe (34).
6. The basket pull rod type overhanging scaffold of claim 1, wherein: keep away from major structure (1) one side, shaped steel supporting seat (3) with be equipped with baseboard (36) between second support steel pipe (33), baseboard (36) inboard is equipped with safety net (37).
7. The basket pull rod type overhanging scaffold of claim 1, wherein: the length of shaped steel supporting seat (3) is greater than 1800mm, when being less than 2800, pull rod assembly (4) are two, and two pull rod assembly (4) one end can be dismantled connect in two first connecting steel pipe (31) below one side, two pull rod assembly (4) upper end can be dismantled connect in the top on wear wall bolt (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920541659.6U CN209907894U (en) | 2019-04-20 | 2019-04-20 | Flower basket pull rod type overhanging scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920541659.6U CN209907894U (en) | 2019-04-20 | 2019-04-20 | Flower basket pull rod type overhanging scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209907894U true CN209907894U (en) | 2020-01-07 |
Family
ID=69044775
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920541659.6U Expired - Fee Related CN209907894U (en) | 2019-04-20 | 2019-04-20 | Flower basket pull rod type overhanging scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209907894U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113482308A (en) * | 2021-07-01 | 2021-10-08 | 广西建工集团控股有限公司 | Construction method of assembled type adjustable overhanging I-steel rigid pull rod outer scaffold |
-
2019
- 2019-04-20 CN CN201920541659.6U patent/CN209907894U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113482308A (en) * | 2021-07-01 | 2021-10-08 | 广西建工集团控股有限公司 | Construction method of assembled type adjustable overhanging I-steel rigid pull rod outer scaffold |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200107 Termination date: 20210420 |