CN205088791U - Steel bar truss floor board integral erection's node structure - Google Patents
Steel bar truss floor board integral erection's node structure Download PDFInfo
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- CN205088791U CN205088791U CN201520653806.0U CN201520653806U CN205088791U CN 205088791 U CN205088791 U CN 205088791U CN 201520653806 U CN201520653806 U CN 201520653806U CN 205088791 U CN205088791 U CN 205088791U
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Abstract
The utility model belongs to the technical field of the building and a steel bar truss floor board integral erection's node structure is disclosed, including the steelframe body, the steelframe body includes steel I -beam, L type installation angle steel and L type supporting angle steel, the steel I -beam top layer is equipped with the M10 screw, L type installation angle steel passes through the M10 screw and is connected with the steel I -beam, M10 screw both ends are equipped with the M10 nut, M10 screw and M10 nut fixed joint, the M10 nut is fixed with steel I -beam spot welding, L type supporting angle steel passes through the M10 screw with L type installation angle steel to be fixed with the steel I -beam, M10 screw both ends are equipped with the M10 nut, M10 screw and M10 nut fixed joint. The utility model discloses a supporting angle steel can two kind upper and lower installation methods and the setting of adjustment, can adapt to cabinet box -shaped and bamboo plywood formula floor according to putting, can prefabricate on -the -spot dimensions according to different building unit requirements, fast according to putting whole unit building carrier plate.
Description
Technical field
The utility model relates to a kind of steel bar girder floor plates mounting means, is specifically related to the node structure of a kind of steel bar girder floor plates integral installation, belongs to technical field of buildings.
Background technology
Steel bar girder floor plates, belong to the one without supporting die mould combination floor plates, steel bar girder is in backstage processing space sizing processing, site operation needs first to be used by contour plate peg to be fixed on girder steel, place steel bar girder again and carry out colligation, check and accept after-pouring concrete, speed of application is fast, and floor plates Forming Quality is good.
But, along with the development of society, the condition of construction that traditional steel bar truss floor support plate faces becomes increasingly complex, be faced with this many use troubles and shortcoming, on the one hand, traditional floor plates can not according to different building unit requirement, prefabricated on-the-spot dimensions, thus can not realize fast by putting whole unit building board, affect efficiency of construction, simultaneously many wooden pillar whole unit planes are also out-of-flatness also, on the other hand, traditional floor support plate can not adapt to cabinet boxlike and bamboo slab rubber formula floor easily by putting simultaneously, the use of construction is caused to bother, delay efficiency of construction, and angle steel and supporting angle steel dismounting are installed also and inconvenient, can not repeatedly use, cause and use waste, promote financial cost, for this reason, we propose the node structure of a kind of steel bar girder floor plates integral installation.
Utility model content
The technical problems to be solved in the utility model overcomes existing defect, the node structure of a kind of steel bar girder floor plates integral installation is provided, can the setting of upper and lower two kinds of mounting methods and adjustment by supporting angle steel, cabinet boxlike and bamboo slab rubber formula floor can be adapted to by putting, also can according to different building unit requirement, carry out prefabricated on-the-spot dimensions, fast by putting whole unit building board, more smooth than wooden pillar of whole unit plane quality, angle steel and supporting angle steel quick release are installed simultaneously, can repeatedly use, save financial cost, speed of application is fast, floor Forming Quality is good, effectively can solve the problem in background technology.
In order to solve the problems of the technologies described above, the utility model provides following technical scheme:
The utility model provides the node structure of a kind of steel bar girder floor plates integral installation, comprise steelframe body, described steelframe body comprises steel I-beam, L-type installs angle steel and L-type supporting angle steel, described steel I-beam top layer is provided with M10 screw, described L-type is installed angle steel and is connected with steel I-beam by M10 screw, described M10 screw two ends are provided with M10 nut, described M10 screw is fixedly connected with M10 nut, described M10 nut and steel I-beam spot welding are fixed, described L-type supporting angle steel and L-type are installed angle steel and are fixed by M10 screw and steel I-beam, described M10 screw two ends are provided with M10 nut, described M10 screw is fixedly connected with M10 nut, described M10 nut and L-type are installed angle steel spot welding and are fixed.
As a kind of optimal technical scheme of the present utility model, described M10 screw tensile strength reaches 3000 kilograms.
As a kind of optimal technical scheme of the present utility model, on the steel I-beam of described correspondence, every meter is distributed with M10 screw.
As a kind of optimal technical scheme of the present utility model, described L-type supporting angle steel has the mounting hole of R5.5 × 20, length specification is that 5 × 50 × each unit requires length.
As a kind of optimal technical scheme of the present utility model, described L-type supporting angle steel dimensions is consistent with cast unit size.
As a kind of optimal technical scheme of the present utility model, it is 5 × 50 × 50 that described L-type installs angle steel specification, parallel uniform by one, each rice.
The beneficial effect that the utility model reaches is: the node structure of a kind of steel bar girder floor plates integral installation, can the setting of upper and lower two kinds of mounting methods and adjustment by supporting angle steel, cabinet boxlike and bamboo slab rubber formula floor can be adapted to by putting, also can according to different building unit requirement, carry out prefabricated on-the-spot dimensions, fast by putting whole unit building board, more smooth than wooden pillar of whole unit plane quality, angle steel and supporting angle steel quick release are installed simultaneously, can repeatedly use, save financial cost, undertaken nut and screw by the mode of spot welding fixing, speed of application is fast, floor Forming Quality is good.
Accompanying drawing explanation
Accompanying drawing is used to provide further understanding of the present utility model, and forms a part for manual, is used from explanation the utility model, does not form restriction of the present utility model with embodiment one of the present utility model.
In the accompanying drawings:
Fig. 1 is the node structure overall structure schematic diagram of a kind of steel bar girder floor plates integral installation described in the utility model embodiment;
Fig. 2 is the node structure bamboo slab rubber formula floor plates assembling method intention of a kind of steel bar girder floor plates integral installation described in the utility model embodiment;
Fig. 3 is the node structure cabinet boxlike floor plates assembling method schematic diagram of a kind of steel bar girder floor plates integral installation described in the utility model embodiment;
Number in the figure: 1, steelframe body; 2, steel I-beam; 3, L-type supporting angle steel; 4, M10 screw; 5, M10 screw; 6, L-type installs angle steel; 7, mounting hole; 8, M10 nut; 9, unit is poured into a mould.
Detailed description of the invention
Below in conjunction with accompanying drawing, preferred embodiment of the present utility model is described, should be appreciated that preferred embodiment described herein is only for instruction and explanation of the utility model, and be not used in restriction the utility model.
Embodiment: refer to Fig. 1-3, the node structure of a kind of steel bar girder floor plates of the utility model integral installation, comprise steelframe body 1, described steelframe body 1 comprises steel I-beam 2, L-type installs angle steel 6 and L-type supporting angle steel 3, described steel I-beam 2 top layer is provided with M10 screw 4, described L-type is installed angle steel 6 and is connected with steel I-beam 2 by M10 screw 5, described M10 screw 5 two ends are provided with M10 nut 8, described M10 screw 5 is fixedly connected with M10 nut 8, described M10 nut 8 is fixed with steel I-beam 2 spot welding, described L-type supporting angle steel 3 and L-type are installed angle steel 6 and are fixed by M10 screw 5 and steel I-beam 2, described M10 screw 5 two ends are provided with M10 nut 8, described M10 screw 5 is fixedly connected with M10 nut 8, described M10 nut 8 is installed angle steel 6 spot welding with L-type and is fixed.
Described M10 screw 5 tensile strength reaches 3000 kilograms, arranging of M10 screw 5 effectively can improve integrally-built stablizing, on the steel I-beam 2 of described correspondence, every meter is distributed with M10 screw 4, the arranging of M10 screw 4 can be convenient to M10 nut 8 and be connected with M10 screw 5, described L-type supporting angle steel 3 has the mounting hole 7 of R5.5 × 20, length specification is that 5 × 50 × each unit requires length, the setting party of mounting hole 7 is convenient to the connection of L-type supporting angle steel 3 and L-type installation angle steel 6, described L-type supporting angle steel 3 dimensions and cast unit 9 consistent size, it is 5 × 50 × 50 that described L-type installs angle steel 6 specification, parallel uniform by one, each rice.
It should be noted that, the utility model is the node structure of a kind of steel bar girder floor plates integral installation, during work, with M10 nut 8, L-type supporting angle steel 3 and L-type are installed angle steel 6 by M10 screw 5 to be connected, fixed by spot welding, L-type supporting angle steel 3 can carry out upper and lower install and adjust, adapt to cabinet boxlike and bamboo slab rubber formula floor by putting, quick-detachment L-type supporting angle steel 3 and L-type being installed to angle steel 6 can be carried out, reuse.
Last it is noted that the foregoing is only preferred embodiment of the present utility model, be not limited to the utility model, although be described in detail the utility model with reference to previous embodiment, for a person skilled in the art, it still can be modified to the technical scheme described in foregoing embodiments, or carries out equivalent replacement to wherein portion of techniques feature.All within spirit of the present utility model and principle, any amendment done, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.
Claims (6)
1. the node structure of steel bar girder floor plates integral installation, comprise steelframe body (1), it is characterized in that, described steelframe body (1) comprises steel I-beam (2), L-type installs angle steel (6) and L-type supporting angle steel (3), described steel I-beam (2) top layer is provided with M10 screw (4), described L-type is installed angle steel (6) and is connected with steel I-beam (2) by M10 screw (5), described M10 screw (5) two ends are provided with M10 nut (8), described M10 screw (5) is fixedly connected with M10 nut (8), described M10 nut (8) and steel I-beam (2) spot welding are fixed, described L-type supporting angle steel (3) and L-type are installed angle steel (6) and are fixed by M10 screw (5), described M10 screw (5) two ends are provided with M10 nut (8), described M10 screw (5) is fixedly connected with M10 nut (8), described M10 nut (8) and L-type are installed angle steel (6) spot welding and are fixed.
2. the node structure of a kind of steel bar girder floor plates according to claim 1 integral installation, is characterized in that, described M10 screw (5) tensile strength reaches 3000 kilograms.
3. the node structure of a kind of steel bar girder floor plates according to claim 1 integral installation, is characterized in that, upper every meter of the steel I-beam (2) of described correspondence is distributed with M10 screw (4).
4. the node structure of a kind of steel bar girder floor plates according to claim 1 integral installation, is characterized in that, described L-type supporting angle steel (3) has the mounting hole (7) of R5.5 × 20, and length specification is that 5 × 50 × each unit requires length.
5. the node structure of a kind of steel bar girder floor plates according to claim 1 integral installation, is characterized in that, described L-type supporting angle steel (3) dimensions and cast unit (9) consistent size.
6. the node structure of a kind of steel bar girder floor plates according to claim 1 integral installation, is characterized in that, it is 5 × 50 × 50 that described L-type installs angle steel (6) specification, parallel uniform by one, each rice.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520653806.0U CN205088791U (en) | 2015-08-27 | 2015-08-27 | Steel bar truss floor board integral erection's node structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520653806.0U CN205088791U (en) | 2015-08-27 | 2015-08-27 | Steel bar truss floor board integral erection's node structure |
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| Publication Number | Publication Date |
|---|---|
| CN205088791U true CN205088791U (en) | 2016-03-16 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520653806.0U Withdrawn - After Issue CN205088791U (en) | 2015-08-27 | 2015-08-27 | Steel bar truss floor board integral erection's node structure |
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| CN (1) | CN205088791U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105155675A (en) * | 2015-08-27 | 2015-12-16 | 浙江大泰科技股份有限公司 | Joint structure for integrally mounting floor plates of reinforcing steel bar trusses |
-
2015
- 2015-08-27 CN CN201520653806.0U patent/CN205088791U/en not_active Withdrawn - After Issue
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105155675A (en) * | 2015-08-27 | 2015-12-16 | 浙江大泰科技股份有限公司 | Joint structure for integrally mounting floor plates of reinforcing steel bar trusses |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20160316 Effective date of abandoning: 20170829 |