CN204435833U - Operation platform wall-attached supporting seat - Google Patents
Operation platform wall-attached supporting seat Download PDFInfo
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- CN204435833U CN204435833U CN201420849949.4U CN201420849949U CN204435833U CN 204435833 U CN204435833 U CN 204435833U CN 201420849949 U CN201420849949 U CN 201420849949U CN 204435833 U CN204435833 U CN 204435833U
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Abstract
The utility model discloses a kind of operation platform wall-attached supporting seat, and channel-section steel outrigger is made up of channel-section steel and junction steel plate, and two terminations of two channel-section steels are welded and fixed with the junction steel plate of corresponding end respectively; Channel-section steel outrigger pad is on the first cushion block and the second cushion block, and these two cushion blocks can be supported on corresponding structural steel beam end face respectively; Be provided with at least two high-strength bolts between two channel-section steels of channel-section steel outrigger, the lower end of each high-strength bolt can be threaded with the embedded nut on counter structure girder steel end face, and the upper end of each high-strength bolt is set with steel plate washer and double nut respectively successively; Link is welded on link outer end, has two anchor ears about the end face of link outer end side by side, two anchor ears can banding outside the slide rail that operation platform is corresponding.The utility model can provide effective attachment point for Super High perimeter defense support body, and ensures convenience and the safety of construction, is specially adapted to the Super High perimeter defense support body of section steel beam+profiled steel sheet combination floor type.
Description
Technical field
The utility model relates to a kind of novel operation platform wall-attached supporting seat, and this wall-attached supporting seat is applicable to the Super High perimeter defense support body attachment of section steel beam+profiled steel sheet combination floor type.
Background technology
Along with the development of modern economy and the continuous progress of building technology, super highrise building continues to bring out.Super highrise building many employings Frame-Shear Wall tubular construction, wherein again with the application of steel frame Core Walls Structure shear wall structure at most, usually adopt section steel beam to connect between the exterior frame column of this structural system, floor mostly is composite deck slabs.At present, the attached wall fulcrum of general Super High perimeter defense support body is arranged in the deck of having constructed, but do not need during composite deck slabs structure construction to arrange the temporary support measures such as full hall scaffold, therefore the building external protection support body of this kind of super high rise structure construction does not need to arrange the protection of peripheral all standing facade, so the attached wall fulcrum of perimeter defense support body does not need all to be arranged on to have constructed in complete structural floor yet to construction floor.In work progress, applicant is according to the form of structure of composite deck slabs, novelty proposes wall-attached supporting seat to be arranged on concrete structure pouring layer and last layer thereof, so that the perimeter defense support body of type structure provides safe, effective, firm attachment point for this reason, need specialized designs wall-attached supporting seat for this reason.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of operation platform wall-attached supporting seat, and this wall-attached supporting seat needs to provide effective attachment point for Super High perimeter defense support body, and ensures convenience and the safety of construction.
The technical solution of the utility model is as follows: a kind of operation platform wall-attached supporting seat, it is characterized in that: comprise channel-section steel outrigger (1) and link (7), wherein channel-section steel outrigger (1) is made up of channel-section steel (1a) and junction steel plate (1b), wherein two channel-section steels (1a) left and right side by side, and two terminations of these two channel-section steels are welded and fixed with the junction steel plate (1b) of corresponding end respectively; Described channel-section steel outrigger (1) pad, on the first cushion block (2) and the second cushion block (3), is arranged side by side inside and outside these two cushion blocks, and these two cushion blocks can be supported on corresponding structural steel beam (G) end face respectively; At least two high-strength bolts (4) are provided with between two channel-section steels (1a) of described channel-section steel outrigger (1), be arranged side by side inside and outside these high-strength bolts, and the lower end of each high-strength bolt (4) can be threaded with the embedded nut (M) on counter structure girder steel (G) end face, and the upper end of each high-strength bolt (4) is set with steel plate washer (5) and double nut (6) respectively successively, wherein steel plate washer (5) is pressed on two channel-section steel (1a) end faces by double nut (6);
Described link (7) is welded on channel-section steel outrigger (1) outer end, two anchor ears (8) are had side by side about the end face of this link outer end, the axial line of these two anchor ears perpendicular to described channel-section steel outrigger (1) end face, and two anchor ears (8) can banding in slide rail (H) outside corresponding to operation platform.
During use, channel-section steel outrigger (1) is supported in structural steel beam (G) by two cushion blocks, and form an entirety by high-strength bolt (4), and structural steel beam (G) is connected with steel column, so just the utility model is fixedly supported on steel column.Meanwhile, anchor ear of the present utility model (8) banding in slide rail (H) outside corresponding to operation platform, thus provides effective attachment point for Super High perimeter defense support body, and ensures convenience and the safety of construction.Constructor just may stand on operation platform and constructs, below one deck platform workman's fluid concrete while, the workman of last layer platform can assembling reinforcement, so just significantly can improve efficiency of construction.
During use, can degree of tightness anchor ear 8.After the Height Adjustment of operation platform puts in place, anchor ear 8 is bound round into outside the slide rail H that operation platform is corresponding, thus prevent operation platform from falling downwards.
As preferably, described first cushion block (2) comprises rectangle frame (2a) and side steel plate (2d), wherein go up rectangle frame (2a) and lower rectangle frame (2b) setting side by side up and down, each moulding of these two rectangle frames is channel-section steel, and these two rectangle frames are connected by four vertical steel pipes (2c); Described side steel plate (2d) number is two pieces, and these two blocks of side steel plates are mutually vertical and connected, and the top and the bottom of two pieces of side steel plates (2d) are welded and fixed with the corresponding moulding of upper and lower rectangle frame (2a, 2b) respectively.
As optimal design, described second cushion block (3) comprises lower channel-section steel assembly, upper channel-section steel assembly and side junction steel plate (3d), wherein: described lower channel-section steel assembly is made up of channel-section steel section (3a) and joint steel pipe (3b), wherein channel-section steel section (3a) number is two, the notch of these two channel-section steel sections is oppositely arranged, and these two channel-section steel sections are connected by the described joint steel pipe (3b) of two levels; Described upper channel-section steel assembly is located at directly over lower channel-section steel assembly, and the structure of these two channel-section steel assemblies is identical, and these two channel-section steel assemblies are connected by four vertical lengths of steel pipes (3c);
Described side junction steel plate (3d) number is three pieces, and the top and the bottom of these three pieces of side junction steel plates are welded and fixed with the appropriate section of upper and lower channel-section steel assembly respectively, and these three pieces of side junction steel plates (3d) surround " U " font.
Beneficial effect: the utility model can provide effective attachment point for Super High perimeter defense support body, and ensure convenience and the safety of construction, be specially adapted to the Super High perimeter defense support body of section steel beam+profiled steel sheet combination floor type, and the utility model structure is simple, easy to implement, easy to use, there is good practicality.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the top view of Fig. 1;
Fig. 3 is the axonometric drawing of the first cushion block in Fig. 1;
Fig. 4 is the axonometric drawing of the second cushion block in Fig. 1.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is described in further detail:
As shown in Fig. 1,2,3 and 4, a kind of operation platform wall-attached supporting seat, primarily of formations such as channel-section steel outrigger 1, first cushion block 2, second cushion block 3, high-strength bolt 4, steel plate washer 5, double nut 6, link 7 and anchor ears 8.Wherein, channel-section steel outrigger 1 is made up of channel-section steel 1a and junction steel plate 1b, and wherein two channel-section steel about 1a side by side, and two terminations of these two channel-section steel 1a are welded and fixed with the junction steel plate 1b of corresponding end respectively, and the number of junction steel plate 1b preferably has four pieces.
Described channel-section steel outrigger 1 pads on the first cushion block 2 and the second cushion block 3, is arranged side by side inside and outside these two cushion blocks, and these two cushion blocks can be supported on corresponding structural steel beam G end face respectively.In the present case, described first cushion block 2 comprises rectangle frame 2a and side steel plate 2d, wherein go up rectangle frame 2a and lower rectangle frame 2b setting side by side up and down, each moulding of these two rectangle frames is channel-section steel, and these two rectangle frames are connected by four vertical steel pipe 2c, these four steel pipe 2c are distributed on four summits of same rectangle.Described side steel plate 2d number is two pieces, these two pieces of side steel plate 2d are mutually vertical and connected, and the top of two pieces of side steel plate 2d is welded and fixed with the corresponding moulding of upper rectangle frame 2a, and the bottom of two pieces of side steel plate 2d is welded and fixed with the corresponding moulding of lower rectangle frame 2b.
Described second cushion block 3 comprises lower channel-section steel assembly, upper channel-section steel assembly and side junction steel plate 3d, wherein: described lower channel-section steel assembly is made up of channel-section steel section 3a and joint steel pipe 3b, wherein channel-section steel section 3a number is two, the notch of these two channel-section steel section 3a is oppositely arranged, and these two channel-section steel section 3a are connected by the joint steel pipe 3b of two levels.Described upper channel-section steel assembly is located at directly over lower channel-section steel assembly, and the structure of these two channel-section steel assemblies is identical, and these two channel-section steel assemblies are connected by four vertical lengths of steel pipes 3c, and these four lengths of steel pipes 3c are distributed on four summits of same rectangle.Described side junction steel plate 3d number is three pieces, and the top and the bottom of these three pieces of side junction steel plates are welded and fixed with the appropriate section of upper and lower channel-section steel assembly respectively, and these three pieces of side junction steel plate 3d surround " U " font.
As shown in Fig. 1,2,3 and 4, be provided with the high-strength bolt 4 of at least two outsourcings between two channel-section steel 1a of described channel-section steel outrigger 1, in the present case, the number of high-strength bolt 4 is two.Be arranged side by side inside and outside these high-strength bolts 4, and the lower end of each high-strength bolt 4 can be threaded with the embedded nut M on counter structure girder steel G end face.The upper end of each high-strength bolt 4 is set with steel plate washer 5 and double nut 6 respectively successively, and wherein steel plate washer 5 is pressed on two channel-section steel 1a end faces by double nut 6.
Described link 7 is welded on channel-section steel outrigger 1 outer end, has two anchor ears 8 about the end face of this link 7 outer end side by side, the axial line of these two anchor ears 8 perpendicular to described channel-section steel outrigger 1 end face, and two anchor ears 8 can banding outside the slide rail H that operation platform is corresponding.During use, can degree of tightness anchor ear 8.After the Height Adjustment of operation platform puts in place, anchor ear 8 is bound round into outside the slide rail H that operation platform is corresponding, thus prevent operation platform from falling downwards.
The foregoing is only preferred embodiment of the present utility model; it is not restriction with the utility model; all do within spirit of the present utility model and principle any amendment, equivalent to replace and improvement etc., all should be included within protection domain of the present utility model.
Claims (3)
1. an operation platform wall-attached supporting seat, it is characterized in that: comprise channel-section steel outrigger (1) and link (7), wherein channel-section steel outrigger (1) is made up of channel-section steel (1a) and junction steel plate (1b), wherein two channel-section steels (1a) left and right side by side, and two terminations of these two channel-section steels are welded and fixed with the junction steel plate (1b) of corresponding end respectively; Described channel-section steel outrigger (1) pad, on the first cushion block (2) and the second cushion block (3), is arranged side by side inside and outside these two cushion blocks, and these two cushion blocks can be supported on corresponding structural steel beam (G) end face respectively; At least two high-strength bolts (4) are provided with between two channel-section steels (1a) of described channel-section steel outrigger (1), be arranged side by side inside and outside these high-strength bolts, and the lower end of each high-strength bolt (4) can be threaded with the embedded nut (M) on counter structure girder steel (G) end face, and the upper end of each high-strength bolt (4) is set with steel plate washer (5) and double nut (6) respectively successively, wherein steel plate washer (5) is pressed on two channel-section steel (1a) end faces by double nut (6);
Described link (7) is welded on channel-section steel outrigger (1) outer end, two anchor ears (8) are had side by side about the end face of this link outer end, the axial line of these two anchor ears perpendicular to described channel-section steel outrigger (1) end face, and two anchor ears (8) can banding in slide rail (H) outside corresponding to operation platform.
2. operation platform wall-attached supporting seat according to claim 1, it is characterized in that: described first cushion block (2) comprises rectangle frame (2a) and side steel plate (2d), wherein go up rectangle frame (2a) and lower rectangle frame (2b) setting side by side up and down, each moulding of these two rectangle frames is channel-section steel, and these two rectangle frames are connected by four vertical steel pipes (2c); Described side steel plate (2d) number is two pieces, and these two blocks of side steel plates are mutually vertical and connected, and the top and the bottom of two pieces of side steel plates (2d) are welded and fixed with the corresponding moulding of upper and lower rectangle frame (2a, 2b) respectively.
3. operation platform wall-attached supporting seat according to claim 1 and 2, it is characterized in that: described second cushion block (3) comprises lower channel-section steel assembly, upper channel-section steel assembly and side junction steel plate (3d), wherein: described lower channel-section steel assembly is made up of channel-section steel section (3a) and joint steel pipe (3b), wherein channel-section steel section (3a) number is two, the notch of these two channel-section steel sections is oppositely arranged, and these two channel-section steel sections are connected by the described joint steel pipe (3b) of two levels; Described upper channel-section steel assembly is located at directly over lower channel-section steel assembly, and the structure of these two channel-section steel assemblies is identical, and these two channel-section steel assemblies are connected by four vertical lengths of steel pipes (3c);
Described side junction steel plate (3d) number is three pieces, and the top and the bottom of these three pieces of side junction steel plates are welded and fixed with the appropriate section of upper and lower channel-section steel assembly respectively, and these three pieces of side junction steel plates (3d) surround " U " font.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420849949.4U CN204435833U (en) | 2014-12-29 | 2014-12-29 | Operation platform wall-attached supporting seat |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420849949.4U CN204435833U (en) | 2014-12-29 | 2014-12-29 | Operation platform wall-attached supporting seat |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204435833U true CN204435833U (en) | 2015-07-01 |
Family
ID=53603718
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420849949.4U Expired - Fee Related CN204435833U (en) | 2014-12-29 | 2014-12-29 | Operation platform wall-attached supporting seat |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204435833U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108792963A (en) * | 2017-05-04 | 2018-11-13 | 黄明 | A kind of Steel Space Truss formula tower crane wall-attached supporting seat method for high-rise roof framework |
| CN114622713A (en) * | 2022-03-29 | 2022-06-14 | 东南大学 | Connecting assembly between floor boards supported by construction climbing frame and steel beam |
-
2014
- 2014-12-29 CN CN201420849949.4U patent/CN204435833U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108792963A (en) * | 2017-05-04 | 2018-11-13 | 黄明 | A kind of Steel Space Truss formula tower crane wall-attached supporting seat method for high-rise roof framework |
| CN114622713A (en) * | 2022-03-29 | 2022-06-14 | 东南大学 | Connecting assembly between floor boards supported by construction climbing frame and steel beam |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150701 Termination date: 20151229 |
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| EXPY | Termination of patent right or utility model |