CN105155675A - Joint structure for integrally mounting floor plates of reinforcing steel bar trusses - Google Patents
Joint structure for integrally mounting floor plates of reinforcing steel bar trusses Download PDFInfo
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- CN105155675A CN105155675A CN201510533899.8A CN201510533899A CN105155675A CN 105155675 A CN105155675 A CN 105155675A CN 201510533899 A CN201510533899 A CN 201510533899A CN 105155675 A CN105155675 A CN 105155675A
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Abstract
The invention belongs to the technical field of buildings, and discloses a joint structure for integrally mounting floor plates of reinforcing steel bar trusses. The joint structure comprises a steel frame body. The steel frame body comprises an H-section steel beam, L-shaped mounting angle steel and L-shaped supporting angle steel, M10 screw holes are formed in surface layers of the H-section steel beam, the L-shaped mounting angle steel is connected with the H-section steel beam by M10 screws, M10 nuts are arranged at two ends of each M10 screw, the M10 screws are fixedly connected with the M10 nuts, the M10 nuts are fixed to the H-section steel beam by means of spot welding, the L-shaped supporting angle steel and the L-shaped mounting angle steel are fixed to the H-section steel beam by the aid of the M10 screws, M10 nuts are further arranged at the two ends of each M10 screw, and the M10 screws are fixedly connected with the M10 nuts. The joint structure has the advantages that the supporting angle steel can be mounted by the aid of an upper method and a lower method and can be adjusted, so that the joint structure can adapt to arranging cabinet type and bamboo plywood type floors, and the integral unit floor plates with sizes and specifications can be prefabricated in fields and can be quickly arranged according to requirements of different building units.
Description
Technical field
The present invention relates to a kind of steel bar girder floor plates mounting means, be specifically related to the node structure of a kind of steel bar girder floor plates integral installation, belong 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.
Summary of the invention
The technical problem to be solved in the present invention 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 invention provides following technical scheme:
The invention 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 preferred technical solution of the present invention, described each M10 screw tensile strength reaches 3000 kilograms.
As a preferred technical solution of the present invention, on two steel I-beams of described correspondence, every meter is distributed with M10 screw.
As a preferred technical solution of the present invention, 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 preferred technical solution of the present invention, described L-type supporting angle steel dimensions is consistent with cast unit size.
As a preferred technical solution of the present invention, it is 5 × 50 × 50 that described L-type installs angle steel specification, parallel uniform by one, each rice.
The beneficial effect that the present invention 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 a further understanding of the present invention, and forms a part for manual, together with embodiments of the present invention for explaining the present invention, is not construed as limiting the invention.
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 embodiment of the present invention;
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 embodiment of the present invention;
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 embodiment of the present invention;
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, the preferred embodiments of the present invention are described, should be appreciated that preferred embodiment described herein is only for instruction and explanation of the present invention, is not intended to limit the present invention.
Embodiment: refer to Fig. 1-3, the node structure of a kind of steel bar girder floor plates of the present invention 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 each M10 screw 5 tensile strength reaches 3000 kilograms, arranging of M10 screw 5 effectively can improve integrally-built stablizing, on two steel I-beams 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 present invention 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 the preferred embodiments of the present invention, be not limited to the present invention, although with reference to previous embodiment to invention has been detailed description, 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.Within the spirit and principles in the present invention all, any amendment done, equivalent replacement, improvement etc., all should be included within protection scope of the present invention.
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 each 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 two steel I-beams (2) of described correspondence are 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 |
|---|---|---|---|
| CN201510533899.8A CN105155675B (en) | 2015-08-27 | 2015-08-27 | A kind of node structure of steel bar girder floor plates integral installation |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201510533899.8A CN105155675B (en) | 2015-08-27 | 2015-08-27 | A kind of node structure of steel bar girder floor plates integral installation |
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| CN105155675A true CN105155675A (en) | 2015-12-16 |
| CN105155675B CN105155675B (en) | 2017-08-29 |
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| CN201510533899.8A Active CN105155675B (en) | 2015-08-27 | 2015-08-27 | A kind of node structure of steel bar girder floor plates integral installation |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110340555A (en) * | 2019-07-12 | 2019-10-18 | 浙江东南网架股份有限公司 | A kind of linear type Multicarity steel plate and reinforcing bar truss of angle steel combined member welding procedure method |
| CN110340556A (en) * | 2019-07-12 | 2019-10-18 | 浙江东南网架股份有限公司 | One kind " sub- word " shape steel plate and reinforcing bar truss of angle steel combined member welding procedure method |
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| US2731701A (en) * | 1952-05-27 | 1956-01-24 | Edward S Klausner | Clips for facilitating the erection and stripping of concrete forms for the building industry |
| US3121933A (en) * | 1962-11-15 | 1964-02-25 | Alfred R Dragunas | Erection and stripping of concrete forms |
| US5271596A (en) * | 1988-10-19 | 1993-12-21 | Holcomb Grove R | Method and apparatus for bracing elevated concrete forms |
| JPH11125007A (en) * | 1997-10-20 | 1999-05-11 | Tomohiro Shiina | Concrete form bearing device |
| WO2009011516A2 (en) * | 2007-07-13 | 2009-01-22 | Beom Jun Kim | Form with reinforcing bars, non-support form system and non-support construction method using the same |
| CN202467172U (en) * | 2011-11-29 | 2012-10-03 | 朱卫国 | Steel support structure connected with floor steel beam web |
| CN204040464U (en) * | 2014-08-29 | 2014-12-24 | 杭州童根树建筑结构设计事务所有限公司 | A kind of slab form supporting construction |
| JP2015105552A (en) * | 2013-12-02 | 2015-06-08 | 鋼鈑商事株式会社 | Form support tool and slab construction method using the same |
| CN205088791U (en) * | 2015-08-27 | 2016-03-16 | 浙江大泰科技股份有限公司 | Steel bar truss floor board integral erection's node structure |
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2015
- 2015-08-27 CN CN201510533899.8A patent/CN105155675B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2731701A (en) * | 1952-05-27 | 1956-01-24 | Edward S Klausner | Clips for facilitating the erection and stripping of concrete forms for the building industry |
| US3121933A (en) * | 1962-11-15 | 1964-02-25 | Alfred R Dragunas | Erection and stripping of concrete forms |
| US5271596A (en) * | 1988-10-19 | 1993-12-21 | Holcomb Grove R | Method and apparatus for bracing elevated concrete forms |
| JPH11125007A (en) * | 1997-10-20 | 1999-05-11 | Tomohiro Shiina | Concrete form bearing device |
| WO2009011516A2 (en) * | 2007-07-13 | 2009-01-22 | Beom Jun Kim | Form with reinforcing bars, non-support form system and non-support construction method using the same |
| CN202467172U (en) * | 2011-11-29 | 2012-10-03 | 朱卫国 | Steel support structure connected with floor steel beam web |
| JP2015105552A (en) * | 2013-12-02 | 2015-06-08 | 鋼鈑商事株式会社 | Form support tool and slab construction method using the same |
| CN204040464U (en) * | 2014-08-29 | 2014-12-24 | 杭州童根树建筑结构设计事务所有限公司 | A kind of slab form supporting construction |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110340555A (en) * | 2019-07-12 | 2019-10-18 | 浙江东南网架股份有限公司 | A kind of linear type Multicarity steel plate and reinforcing bar truss of angle steel combined member welding procedure method |
| CN110340556A (en) * | 2019-07-12 | 2019-10-18 | 浙江东南网架股份有限公司 | One kind " sub- word " shape steel plate and reinforcing bar truss of angle steel combined member welding procedure method |
| CN110340555B (en) * | 2019-07-12 | 2021-03-09 | 浙江东南网架股份有限公司 | Welding construction method for linear multi-cavity steel plate and steel bar angle steel truss combined component |
| CN110340556B (en) * | 2019-07-12 | 2021-03-19 | 浙江东南网架股份有限公司 | Welding construction method for combined component of inverted-Y-shaped steel plate and steel bar angle steel truss |
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| Publication number | Publication date |
|---|---|
| CN105155675B (en) | 2017-08-29 |
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Effective date of registration: 20180508 Address after: 313200 No. 139 south suburb Road, Deqing County Wuyang street, Huzhou, Zhejiang Patentee after: Zhejiang Zhongyi Building Materials Technology Co. Ltd. Address before: 313000 425 Zhiyuan South Road, Wu Kang Town, Deqing County, Huzhou, Zhejiang Patentee before: ZHEJIANG DATAI TECHNOLOGY CO., LTD. |