CN210032587U - Simple support for steel bar truss floor support plate - Google Patents
Simple support for steel bar truss floor support plate Download PDFInfo
- Publication number
- CN210032587U CN210032587U CN201920443613.0U CN201920443613U CN210032587U CN 210032587 U CN210032587 U CN 210032587U CN 201920443613 U CN201920443613 U CN 201920443613U CN 210032587 U CN210032587 U CN 210032587U
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- support
- plate
- pole setting
- steel bar
- fastening
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- Expired - Fee Related
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 45
- 239000010959 steel Substances 0.000 title claims abstract description 45
- 239000012634 fragment Substances 0.000 claims abstract description 10
- 230000000712 assembly Effects 0.000 claims description 5
- 238000000429 assembly Methods 0.000 claims description 5
- 238000010276 construction Methods 0.000 abstract description 8
- 239000000463 material Substances 0.000 abstract description 3
- 230000002787 reinforcement Effects 0.000 abstract description 3
- 238000009434 installation Methods 0.000 abstract 1
- 239000007787 solid Substances 0.000 abstract 1
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000000034 method 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
- 238000003466 welding Methods 0.000 description 1
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Abstract
The utility model discloses a simple and easy support of steel bar truss building carrier plate, including cardboard subassembly, support member and fossil fragments, a cardboard subassembly and support member quantity are two sets of, and the symmetry sets up at fossil fragments bottom surface both ends, support the member including pushing up support pole setting and fastening pole setting, fossil fragments support in pushing up support pole setting upper portion U type top support, transmit the load to the cardboard subassembly on, the cardboard subassembly through fastening pole setting card solid with the shaped steel girder on, therefore realized that the construction load is transmitted the both sides support by fossil fragments, transmitted the shaped steel girder by the support again on to reach and support the reinforcement purpose. The utility model discloses preparation is convenient, the installation is simple, can save a large amount of frame pipe materials and labour cost, and the efficiency of construction obviously improves.
Description
Technical Field
The utility model relates to an interim vertical support structure of steel bar truss building carrier plate specifically is a simple and easy support.
Background
In order to ensure the construction safety in the process of pouring concrete on the long-span steel bar truss floor bearing plate, temporary vertical supports need to be erected in a span-middle mode, the existing temporary vertical support structure of the steel bar truss floor bearing plate mostly adopts a steel pipe support frame mode, namely, double rows or multiple rows of support frames are erected by utilizing steel pipes, and the steel bar truss floor bearing plate is supported by a keel.
SUMMERY OF THE UTILITY MODEL
In order to overcome the expense that conventional support mode exists high, construction speed is slow, the many scheduling problems of influence factor, the utility model provides a simple and easy support supports the fossil fragments of steel bar truss building carrier plate below on simple and easy support, simple and easy support passes through fastening pole setting card on the girder steel edge of a wing, has realized that the construction load is transmitted both sides cardboard subassembly by fossil fragments, is transmitted the shaped steel girder by the cardboard subassembly again on to reach and support the reinforcement purpose.
The utility model provides a technical scheme that its technical problem adopted is:
a simple support for a steel bar truss floor bearing plate comprises clamping plate assemblies, supporting rods and a keel, wherein the clamping plate assemblies and the supporting rods are two groups and are symmetrically arranged at two ends of the bottom surface of the keel; the utility model discloses a support member, including the top, the support member is including supporting pole setting and fastening pole setting, the welding of top support pole setting upper portion end has the U type to push up the support, be provided with fossil fragments in the U type top support, the upper carrier plate is supporting pole setting and fastening pole setting corresponding position in the top and is provided with adjusting hole, the top is held in the palm the lower part that the other end of pole setting and fastening pole setting passes through adjusting hole and reachs the upper carrier plate, the top is held in the palm the pole setting and is provided with threaded fastener in the upper carrier plate upper surface with the fastening pole setting, the top is held in the palm the pole setting and is fastened the pole.
The simple support for the steel bar truss floor bearing plate is characterized in that the fastening vertical rod is adjusted through the rotary threaded fastener to enable the upper end of the fastening vertical rod to be tightly pressed against the flange plate above the upper surface of the upper bearing plate, so that the clamping plate assembly is clamped and fixed on the steel bar main body, the jacking vertical rod is adjusted through the rotary threaded fastener to enable the jacking vertical rod to be in close contact with the keel and the steel bar truss floor bearing plate main body above the upper surface of the upper bearing plate, and accordingly a vertical temporary support system is formed.
The simple support for the steel bar truss floor bearing plate is characterized in that the lower bottom plate, the middle bearing plate, the web plate and the upper bearing plate are of an integrally formed structure, and the top support vertical rod and the U-shaped top support are of an integrally formed structure.
The beneficial effects of the utility model are that, it is big effectively to solve the conventional support body and set up the material quantity, and the construction speed is slow, the many scheduling problems of influence factor, adopts this simple and easy support can save a large amount of frame pipe materials and labour cost, and the efficiency of construction obviously improves.
Drawings
The present invention will be further explained with reference to the drawings and examples.
FIG. 1 is a schematic view of the present invention;
FIG. 2 is a schematic view taken along line A-A of FIG. 1;
FIG. 3 is a perspective view of the card assembly;
FIG. 4 is a schematic view of a support jack in elevation;
in the drawing, the steel truss floor support plate comprises a clamp plate assembly 1, a support rod 2, a keel 3, a lower bottom plate 4, a middle support plate 5, a web 6, an upper support plate 7, a top support upright rod 8, a fastening upright rod 9, a U-shaped top support 10, a threaded fastener 11, an adjusting through hole 12, a threaded layer 13, a steel beam main body 14, a steel beam main body lower flange plate 15, a steel beam main body web 16, a steel beam main body upper flange plate 17 and a steel bar truss floor support plate main body 18.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
A simple support for a steel bar truss floor bearing plate comprises clamping plate assemblies 1, supporting rods 2 and keels 3, wherein the clamping plate assemblies 1 and the supporting rods 2 are respectively two groups and are symmetrically arranged at two ends of the bottom surface of the keel 3, each clamping plate assembly 1 comprises a lower bottom plate 4, a middle bearing plate 5, a web 6 and an upper bearing plate 7, the lower bottom plates 4 and the middle bearing plates 5 are welded and connected with the side surface of the lower end of one side of the web 6 into a whole, the middle bearing plates 5 are supported on the upper surface of a lower flange plate 15 of a main body of a section steel beam, the upper bearing plates 7 are vertically welded and connected with the tops of the web 6, each supporting rod 2 comprises a top supporting upright rod 8 and a fastening upright rod 9, a U-shaped top support 10 is welded at the upper end of the top supporting upright rod 8, the keels 3 are arranged in the U-shaped top support 10, adjusting through holes 12 are respectively arranged at the corresponding positions of the top supporting upright rods 8 and the fastening upright rods 9 of, the top support upright rod 8 and the fastening upright rod 9 are provided with threaded fasteners 11 on the upper surface of the upper bearing plate 7, and threaded layers 13 corresponding to the threaded fasteners 11 are arranged on the outer surfaces of the top support upright rod 8 and the fastening upright rod 9 and fixed through the corresponding threaded layers 13.
The simple support for the steel bar truss floor bearing plate is characterized in that the fastening vertical rod 9 is adjusted by rotating the threaded fastener 11 to enable the upper end of the fastening vertical rod 9 to be tightly propped against the lower surface of an upper flange plate 17 of a section steel beam main body by the height of the fastening vertical rod 9 above the surface of an upper bearing plate 7, so that the clamping plate assembly 1 is clamped on the section steel beam main body 14, the jacking vertical rod 8 is adjusted by rotating the threaded fastener 11 to jack the vertical rod 8 above the upper surface of the upper bearing plate 7 to enable the keel 3 to be in close contact with the steel bar truss floor bearing plate main body 18, and therefore a vertical temporary support system.
The simple support for the steel bar truss floor bearing plate is characterized in that the lower bottom plate 4, the middle bearing plate 5, the web 6 and the upper bearing plate 7 are of an integrally formed structure, and the top support upright rod 8 and the U-shaped top support 10 are of an integrally formed structure.
The working principle is as follows: when people adopt this simple and easy support of steel bar truss building carrier plate, fastening pole setting 9 adjusts fastening pole setting 9 through rotatory threaded fastener 11 and fixes a height above the upper surface of upper bearing plate 7, it adjusts according to the different cross-sectional heights of shaped steel roof beam main part to be convenient for people, make fastening pole setting 9 upper end and shaped steel roof beam main part upper flange board 17 lower surface top tight, thereby block cardboard subassembly 1 on shaped steel roof beam main part 14, top support pole setting 8 adjusts top support pole setting 8 through rotatory threaded fastener 11 and makes fossil fragments 3 and 18 in close contact with of steel bar truss building carrier plate at the height above the upper surface of upper bearing plate 7, realized that the construction load is transmitted both sides cardboard subassembly 1 by fossil fragments 3, transmit on shaped steel girder 14 by cardboard subassembly 1 again, thereby reach and support the reinforcement purpose.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that 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 in the appended claims and their equivalents.
Claims (3)
1. The utility model provides a simple and easy support of steel bar truss building carrier plate, includes cardboard subassembly (1), support member (2) and fossil fragments (3), its characterized in that: the clamping plate assemblies (1) and the supporting rods (2) are respectively two in number and symmetrically arranged at two ends of the bottom surface of the keel (3), each clamping plate assembly (1) comprises a lower base plate (4), a middle bearing plate (5), a web plate (6) and an upper bearing plate (7), the lower base plate (4) and the middle bearing plate (5) are welded and connected with the side surface of the lower end of one side of the web plate (6) into a whole, the middle bearing plate (5) is supported on the upper surface of a lower flange plate (15) of a main body of the section steel beam, the upper bearing plate (7) is vertically welded and connected with the top of the web plate (6), each supporting rod (2) comprises a top supporting upright rod (8) and a fastening upright rod (9), a U-shaped top support (10) is welded at the upper end of the top supporting upright rod (8), the keel (3) is arranged in the U-shaped top support (10), the upper bearing plate (7) is respectively provided with adjusting through holes, the other end that holds in the palm pole setting (8) and fastening pole setting (9) in the top passes through adjusting through-hole (12) and arrives the lower part of upper carrier plate (7), it is provided with threaded fastener (11) in upper carrier plate (7) upper surface to hold in the palm pole setting (8) and fastening pole setting (9) in the top, it has thread layer (13) corresponding with threaded fastener (11) to hold in the palm pole setting (8) in the top and fastening pole setting (9) surface, and fixes through corresponding thread layer (13) between the two.
2. The simple support for the steel bar truss floor deck as claimed in claim 1, wherein the fastening upright (9) is adjusted by rotating the threaded fastener (11) to adjust the height of the fastening upright (9) above the surface of the upper deck (7) so that the upper end of the fastening upright (9) is pressed against the lower surface of the upper flange plate (17) of the steel bar truss main body, thereby clamping the clamp plate assembly (1) on the steel bar main body (14), and the jacking upright (8) is adjusted by rotating the threaded fastener (11) to adjust the height of the jacking upright (8) above the upper surface of the upper deck (7) so that the keel (3) is tightly contacted with the steel bar truss floor deck main body (18), thereby forming a vertical temporary support system.
3. The simple support for the steel bar truss floor bearing plate as claimed in claim 1, wherein the lower bottom plate (4), the middle bearing plate (5), the web (6) and the upper bearing plate (7) are of an integrally formed structure, and the jacking upright rods (8) and the U-shaped jacking (10) are of an integrally formed structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920443613.0U CN210032587U (en) | 2019-04-03 | 2019-04-03 | Simple support for steel bar truss floor support plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920443613.0U CN210032587U (en) | 2019-04-03 | 2019-04-03 | Simple support for steel bar truss floor support plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210032587U true CN210032587U (en) | 2020-02-07 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920443613.0U Expired - Fee Related CN210032587U (en) | 2019-04-03 | 2019-04-03 | Simple support for steel bar truss floor support plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210032587U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117449577A (en) * | 2023-12-26 | 2024-01-26 | 卫华建工集团有限公司 | Steel structure cast-in-situ slab bracket-free template fixing device and construction method |
-
2019
- 2019-04-03 CN CN201920443613.0U patent/CN210032587U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117449577A (en) * | 2023-12-26 | 2024-01-26 | 卫华建工集团有限公司 | Steel structure cast-in-situ slab bracket-free template fixing device and construction method |
| CN117449577B (en) * | 2023-12-26 | 2024-03-29 | 卫华建工集团有限公司 | Steel structure cast-in-situ slab bracket-free template fixing device and construction method |
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Addressee: Du Yuehua Document name: payment instructions |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200207 |