CN220451395U - Structural climbing frame attaching supporting device - Google Patents
Structural climbing frame attaching supporting device Download PDFInfo
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- CN220451395U CN220451395U CN202321936083.6U CN202321936083U CN220451395U CN 220451395 U CN220451395 U CN 220451395U CN 202321936083 U CN202321936083 U CN 202321936083U CN 220451395 U CN220451395 U CN 220451395U
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- 230000009194 climbing Effects 0.000 title claims abstract description 27
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 65
- 239000010959 steel Substances 0.000 claims abstract description 65
- 230000008878 coupling Effects 0.000 claims description 7
- 238000010168 coupling process Methods 0.000 claims description 7
- 238000005859 coupling reaction Methods 0.000 claims description 7
- 230000003014 reinforcing effect Effects 0.000 claims description 7
- 238000010276 construction Methods 0.000 abstract description 12
- 230000007306 turnover Effects 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 2
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000011031 large-scale manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model discloses a structural climbing frame attachment supporting device which comprises a steel upright post assembly, a connecting assembly, an upper inclined pull assembly, a lower inclined pull assembly and a bottom inclined pull assembly, wherein the steel upright post assembly is connected with one end of the connecting assembly, one end of the upper inclined pull assembly is connected with the connecting assembly, one end of the lower inclined pull assembly is arranged at a position 3/4 of the steel upright post assembly from top to bottom, and one end of the bottom inclined pull assembly is arranged at a position 1/2 of the steel upright post assembly. The structural climbing frame attaching and supporting device can enable the attached lifting scaffold to be stably connected with the inward contracted layer of the building structure, and normal climbing of the attached lifting scaffold when the attached lifting scaffold is applied to a high-rise structure with the inward contracted layer is realized; meanwhile, the structural climbing frame attaching supporting device is simple in structure, convenient to install, high in site construction efficiency, capable of being used in a turnover mode and saving in construction cost.
Description
Technical Field
The utility model relates to the field of constructional engineering, in particular to a structural climbing frame attaching and supporting device.
Background
At present, the attached lifting scaffold is widely applied to the field of building construction in China, and is an outer scaffold with an anti-overturning and anti-falling device. However, conventional attached lifting scaffolds are mostly used for regular high-rise or super-high-rise buildings, and in recent years, along with development of the building industry and aesthetic evolution of people, people pursue changeable outer elevation designs and various air corridor designs, so that a middle part of floors can have a structure inner shrinkage layer, and therefore attached lifting scaffold devices cannot be normally arranged, so that normal climbing construction cannot be carried out, and structural construction is affected. Especially when the retraction distance is great, the simple general girder steel of use climbs the drawknot of frame and structure, and the construction degree of difficulty is big, has the problem that the section of encorbelmenting overlength, and the security is difficult to guarantee.
Disclosure of Invention
The utility model provides a structural climbing frame attaching support device which can stably connect an attached lifting scaffold with an inner shrinking layer with a larger inner shrinking distance of a building structure and solve the problem that the attached lifting scaffold cannot climb normally caused by overlarge inner shrinking of a structural floor; meanwhile, the structural climbing frame attachment supporting device is simple in structure, convenient to install, easy to produce in a large scale, capable of effectively improving construction efficiency, capable of being used in a turnover mode and saving construction cost.
The utility model is realized by the following technical scheme:
the utility model provides a frame attachment support device is climbed to structure, its characterized in that includes steel stand subassembly, coupling assembling, goes up to draw the subassembly, draws subassembly and bottom to one side to draw the subassembly down, steel stand subassembly with coupling assembling's one end is connected to one side, go up to draw the one end of subassembly with coupling assembling is connected, down draw the one end of subassembly to install steel stand subassembly from top to bottom 3/4 department, the one end of subassembly is drawn to one side to the bottom is installed steel stand subassembly 1/2 department.
When the structural climbing frame attaching supporting device is used, the steel upright post assembly is connected with the wall attaching assembly of the attaching type lifting scaffold by using bolts, and the connecting assembly is connected with the retracted floor by using bolts; and the upper inclined pull assembly is connected with an upper layer structure beam of the inward-shrinking floor slab by using bolts, and the lower inclined pull assembly and the bottom inclined pull assembly are connected with a lower layer floor slab of the inward-shrinking floor slab by using bolts. Through the connection of the components, the scaffold can be stably connected with the floor slab of the inner shrinkage layer through the structural climbing frame attaching and supporting device, so that the scaffold can stably climb. The structural climbing frame attaching supporting device is simple in structure, convenient to use in the construction process and high in construction efficiency.
Further, the steel upright post assembly comprises 4 angle steels, a plurality of connecting rods, a plurality of reinforcing rods, connecting plates, a climbing frame connecting plate, a lower inclined-pull connecting plate, a bottom inclined-pull connecting plate, a top connecting plate and a bottom connecting plate; the angle steels are connected through the connecting rods, and reinforcing rods which are obliquely arranged are also arranged between the angle steels; the connecting plate, the climbing frame connecting plate, the lower inclined-pull connecting plate and the bottom inclined-pull connecting plate are arranged in the long-side area of the angle steel; the top connecting plate is arranged at the upper end of the angle steel; the bottom connecting plate is arranged at the bottom of the angle steel; 4 bolt connectors are reserved on the top connecting plate and the bottom connecting plate. The four angle steels are connected through the connecting rod, and the four angle steels are just stable through the arrangement of the reinforcing rod; the arrangement of the top connecting plate and the bottom connecting plate can connect a plurality of steel upright post assemblies of the structural climbing frame attaching supporting device together.
Further, the vertical distance between each connecting rod is 600mm.
Further, the connecting component comprises 2I-steel; one end of the I-steel is provided with a column connecting plate which is used for being connected with the connecting plate of the steel column assembly; the other end of the I-steel is provided with a structural connecting plate which is used for being connected with an inward-contracted layer building plate; an upper cable-stayed assembly connecting piece is arranged above the I-steel and connected with one end of the upper cable-stayed assembly. Through the stand connecting plate with the setting of structure connecting plate, can realize the coupling assembling through the bolt afterwards and steel stand subassembly and the connection between the layer floor contracts.
Further, the type of the I-steel is #16.
Further, the upper diagonal draw assembly comprises an upper diagonal draw rod and an upper structural connecting piece, one end of the upper diagonal draw rod is connected with the upper diagonal draw assembly connecting piece, and the other end of the upper diagonal draw rod is connected with the upper structural connecting piece. The upper structure connecting piece can be connected with an upper structure beam of the inner floor slab.
Further, the included angle between the upper diagonal draw bar and the I-steel is 45-60 degrees. The upper inclined pulling assembly is arranged, so that the load of the connecting assembly can be effectively dispersed, and the problems of cracking and the like are prevented.
Further, the lower cable-stayed assembly comprises a lower diagonal draw bar, a lower cable-stayed upright post connecting piece and a lower cable-stayed floor connecting piece; one end of the lower diagonal draw bar is provided with the lower diagonal draw column connecting piece, and the other end of the lower diagonal draw floor slab connecting piece; the lower inclined-pull upright post connecting piece is connected with the lower inclined-pull connecting plate. Further, the lower inclined-pull upright post connecting piece is connected with the lower inclined-pull connecting plate through bolts. The lower cable-stayed floor connecting piece is used for being connected with a lower floor slab of the inward-shrinking floor slab.
Further, the bottom cable-stayed assembly comprises a bottom cable-stayed upright post connecting piece and a bottom cable-stayed floor connecting piece; one end of the bottom diagonal draw bar is provided with the bottom diagonal draw column connecting piece, and the other end of the bottom diagonal draw floor connecting piece is provided with the bottom diagonal draw floor connecting piece; the bottom inclined-pulling upright post connecting piece is connected with the bottom inclined-pulling connecting plate. Further, the bottom inclined-pulling upright post connecting piece is connected with the bottom inclined-pulling connecting plate through bolts. The bottom pull floor connecting piece is used for being connected with a lower floor plate of the retracted floor.
Still further, the number of bottom diagonal braces is 2.
Furthermore, the upper diagonal draw bar, the lower diagonal draw bar and the bottom diagonal draw bar are round steel pipes with diameters of 32 mm.
The structural climbing frame attaching supporting device has the beneficial effects that the structural climbing frame attaching supporting device can be stably connected with an inward shrinking layer with a larger inward shrinking distance between an attached lifting scaffold and a building structure, is simple in structure, easy to realize large-scale production, can be quickly positioned and installed in a construction process, can effectively improve construction efficiency, is convenient to detach, is convenient to use after being circulated to other floors, and is low in construction cost and environment-friendly.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the drawings required for the description of the embodiments will be briefly described below, and it is apparent that the drawings in the following description are only some embodiments of the present utility model, and other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a perspective view of an embodiment of the present utility model;
FIG. 2 is a side elevational view of a steel stud assembly of an embodiment of the utility model;
FIG. 3 is a front elevational view of a steel stud assembly of an embodiment of the utility model;
FIG. 4 is a top view of a steel stud assembly of an embodiment of the utility model;
FIG. 5 is a side elevational view of the connection assembly of the embodiment of the present utility model;
FIG. 6 is a schematic cross-sectional view of a connection assembly according to an embodiment of the present utility model;
fig. 7 is a side view of an embodiment of the present utility model in connection with a building structure and a lifting scaffold.
Detailed Description
In order to make the present utility model better understood by those skilled in the art, the following description will clearly and completely describe the technical solutions in the embodiments of the present utility model with reference to the accompanying drawings, and it is apparent that the described embodiments are only some embodiments of the present utility model, not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Reference herein to "an embodiment" means that a particular feature, structure, or characteristic described in connection with the embodiment may be included in at least one embodiment of the utility model. The appearances of such phrases in various places in the specification are not necessarily all referring to the same embodiment, nor are separate or alternative embodiments mutually exclusive of other embodiments. Those of skill in the art will explicitly and implicitly appreciate that the embodiments described herein may be combined with other embodiments.
As shown in fig. 1, a structural climbing frame attachment supporting device comprises a steel upright post assembly 1, a connecting assembly 2, an upper cable-stayed assembly comprising an upper cable-stayed rod 31 and an upper structural connecting piece 32, a lower cable-stayed assembly comprising a lower cable-stayed rod 41, a lower cable-stayed upright post connecting piece 42 and a lower cable-stayed floor connecting piece 43, and a lower cable-stayed assembly comprising 2 groups of bottom cable-stayed upright post connecting pieces 51, 52 and 53, wherein the steel upright post assembly 1 is connected with one end of the connecting assembly 2, one end of the upper cable-stayed assembly 3 is connected with the connecting assembly 2, one end of the lower cable-stayed assembly 4 is installed at 3/4 of the steel upright post assembly 1 from top to bottom, and one end of the bottom cable-stayed assembly 5 is installed at 1/2 of the steel upright post assembly 1.
As shown in fig. 2-4, the steel upright column assembly 1 comprises 4 angle steels 11, a plurality of connecting rods 12, a plurality of reinforcing rods 13, a connecting plate 14, a climbing frame connecting plate 15, a lower cable-stayed connecting plate 16, a bottom cable-stayed connecting plate 17, a top connecting plate 18 and a bottom connecting plate 19; the angle steels 11 are connected through the connecting rods 12, and reinforcing rods 13 which are obliquely arranged are also arranged between the angle steels 11; the connecting plate 14, the climbing frame connecting plate 15, the lower inclined-pull connecting plate 16 and the bottom inclined-pull connecting plate 17 are arranged in the long-side area of the angle steel 11; the top connecting plate 18 is arranged at the upper end of the angle steel 11; the bottom connecting plate 19 is arranged at the bottom of the angle steel 11; 4 bolt connection ports 111 are reserved on the top connection plate 18 and the bottom connection plate 19. The vertical spacing d between each of the connecting rods 12 is 600mm.
As shown in fig. 5 and 6, the connecting assembly 2 includes 2 i-beams 21 with a model # 16; one end of the I-steel 21 is provided with a column connecting plate 22, and the column connecting plate 22 is used for being connected with the connecting plate 14 of the steel column assembly; the other end of the I-steel 21 is provided with a structural connecting plate 23, and the structural connecting plate 23 is used for being connected with the inner shrinkage floor 6; an upper cable-stayed assembly connecting piece 24 is arranged above the I-steel 21, and the upper cable-stayed assembly connecting piece 24 is connected with one end of the upper cable-stayed assembly.
As shown in fig. 1 and 7, the steel column assembly 1 is connected to a lifting scaffold connection 9. One end of the upper diagonal draw bar 31 is connected with the upper diagonal draw assembly connecting member 24, and the other end of the upper diagonal draw bar 31 is connected with the upper structural connecting member 32. By means of said upper structural connection 32 it is possible to connect with the upper structural beams 8 of the inner floor. The included angle alpha between the upper diagonal draw bar 31 and the I-steel 21 is 45 degrees to 60 degrees. One end of the lower diagonal draw bar 41 is provided with the lower diagonal draw column connecting piece 42, and the other end is provided with the lower diagonal draw floor connecting piece 43; the lower cable-stayed upright post connecting piece 42 is connected with the lower cable-stayed connecting plate 16 through bolts, and the lower cable-stayed floor slab connecting piece 43 is used for being connected with the lower floor slab 7 of the inward shrinkage floor slab. One end of the bottom diagonal draw bar 51 is provided with the bottom diagonal draw column connecting piece 52, and the other end is provided with the bottom diagonal draw floor connecting piece 53; the bottom diagonal-draw upright post connecting piece 52 is connected with the bottom diagonal-draw connecting plate 17 through bolts, and the bottom diagonal-draw floor connecting piece 17 is used for being connected with the lower floor 7 of the inward-shrinking floor. The upper diagonal draw bar 31, the lower diagonal draw bar 41 and the bottom diagonal draw bar 51 are round steel pipes with diameters of 32 mm.
Finally, it should be noted that: the embodiment of the utility model is disclosed only as a preferred embodiment of the utility model, and is only used for illustrating the technical scheme of the utility model, but not limiting the technical scheme; although the utility model has been described in detail with reference to the foregoing embodiments, those of ordinary skill in the art will understand that; the technical scheme recorded in the various embodiments can be modified or part of technical features in the technical scheme can be replaced equivalently; such modifications and substitutions do not depart from the spirit and scope of the corresponding technical solutions.
Claims (10)
1. The utility model provides a frame attachment support device is climbed to structure, its characterized in that includes steel stand subassembly, coupling assembling, goes up to draw the subassembly, draws subassembly and bottom to one side to draw the subassembly down, steel stand subassembly with coupling assembling's one end is connected to one side, go up to draw the one end of subassembly with coupling assembling is connected, down draw the one end of subassembly to install steel stand subassembly from top to bottom 3/4 department, the one end of subassembly is drawn to one side to the bottom is installed steel stand subassembly 1/2 department.
2. The structural climbing frame attachment supporting device according to claim 1, wherein the steel upright column assembly comprises 4 angle steels, a plurality of connecting rods, a plurality of reinforcing rods, a connecting plate, a climbing frame connecting plate, a lower diagonal connecting plate, a bottom diagonal connecting plate, a top connecting plate and a bottom connecting plate; the angle steels are connected through the connecting rods, and reinforcing rods which are obliquely arranged are also arranged between the angle steels; the connecting plate, the climbing frame connecting plate, the lower inclined-pull connecting plate and the bottom inclined-pull connecting plate are arranged in the long-side area of the angle steel; the top connecting plate is arranged at the upper end of the angle steel; the bottom connecting plate is arranged at the bottom of the angle steel; 4 bolt connectors are reserved on the top connecting plate and the bottom connecting plate.
3. The structural frame attachment support device of claim 2, wherein the vertical spacing between each of the connecting rods is 600mm.
4. The structural frame attachment support device of claim 2, wherein the connection assembly comprises 2 i-beams; one end of the I-steel is provided with a column connecting plate which is used for being connected with the connecting plate of the steel column assembly; the other end of the I-steel is provided with a structural connecting plate which is used for being connected with an inward-contracted layer building plate; an upper cable-stayed assembly connecting piece is arranged above the I-steel and connected with one end of the upper cable-stayed assembly.
5. The structural frame attachment support device of claim 4 wherein the i-beam is model #16.
6. The structural climbing frame attachment support device according to claim 4, wherein the upper diagonal member includes an upper diagonal member and an upper structural connector, one end of the upper diagonal member is connected to the upper diagonal member connector, and the other end of the upper diagonal member is connected to the upper structural connector.
7. The structural frame attachment support device of claim 6, wherein the angle between the upper diagonal draw bar and the i-beam is 45 ° -60 °.
8. The structural climbing frame attachment support device according to claim 2, wherein the lower diagonal draw assembly comprises a lower diagonal draw bar, a lower diagonal draw column connector, a lower diagonal draw floor connector; one end of the lower diagonal draw bar is provided with the lower diagonal draw column connecting piece, and the other end of the lower diagonal draw floor slab connecting piece; the lower inclined-pull upright post connecting piece is connected with the lower inclined-pull connecting plate, and further, the lower inclined-pull upright post connecting piece is connected with the lower inclined-pull connecting plate through bolts.
9. The structural climbing frame attachment support device of claim 2, the bottom diagonal assembly comprising a bottom diagonal draw bar, a bottom diagonal draw column connector, a bottom diagonal draw floor connector; one end of the bottom diagonal draw bar is provided with the bottom diagonal draw column connecting piece, and the other end of the bottom diagonal draw floor connecting piece is provided with the bottom diagonal draw floor connecting piece; the bottom inclined-pulling upright post connecting piece is connected with the bottom inclined-pulling connecting plate.
10. The structural frame attachment support device of claim 9, wherein the number of bottom diagonal braces is 2.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321936083.6U CN220451395U (en) | 2023-07-21 | 2023-07-21 | Structural climbing frame attaching supporting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321936083.6U CN220451395U (en) | 2023-07-21 | 2023-07-21 | Structural climbing frame attaching supporting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220451395U true CN220451395U (en) | 2024-02-06 |
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ID=89730626
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321936083.6U Active CN220451395U (en) | 2023-07-21 | 2023-07-21 | Structural climbing frame attaching supporting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220451395U (en) |
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2023
- 2023-07-21 CN CN202321936083.6U patent/CN220451395U/en active Active
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