CN105155675B - A kind of node structure of steel bar girder floor plates integral installation - Google Patents
A kind of node structure of steel bar girder floor plates integral installation Download PDFInfo
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- CN105155675B CN105155675B CN201510533899.8A CN201510533899A CN105155675B CN 105155675 B CN105155675 B CN 105155675B CN 201510533899 A CN201510533899 A CN 201510533899A CN 105155675 B CN105155675 B CN 105155675B
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Abstract
The invention belongs to technical field of buildings and disclose a kind of node structure of steel bar girder floor plates integral installation, including steelframe body, the steelframe body includes steel I-beam, L-type installs angle steel and L-type supporting angle steel, the steel I-beam top layer is provided with M10 screws, the L-type is installed angle steel and is connected by M10 screws with steel I-beam, the M10 screws two ends are provided with M10 nuts, the M10 screws are fixedly connected with M10 nuts, the M10 nuts are fixed with steel I-beam spot welding, the L-type supporting angle steel is installed angle steel with L-type and fixed by M10 screws and steel I-beam, the M10 screws two ends are provided with M10 nuts, the M10 screws are fixedly connected with M10 nuts.The present invention by supporting angle steel can upper and lower two kinds of installation methods and adjustment setting, adapt to cabinet boxlike and bamboo slab rubber formula floor by putting, can be required according to different building units, carry out prefabricated site dimension specification, quickly by putting whole unit floor support plate.
Description
Technical field
The present invention relates to a kind of steel bar girder floor plates mounting means, and in particular to a kind of steel bar girder floor plates are integrally pacified
The node structure of dress, belongs to technical field of buildings.
Background technology
Steel bar girder floor plates, are to belong to one kind that floor plates are combined without support die mould, steel bar girder is in backstage processing
Patterning process, site operation needs first to be fixed on contour plate on girder steel using peg, then places steel bar girder and carry out colligation,
After-pouring concrete is checked and accepted, speed of application is fast, and floor plates Forming Quality is good.
However, with the development of society, the condition of construction that traditional steel bar truss floor support plate is faced becomes increasingly complex, face
Face this many use trouble and shortcoming, on the one hand, traditional floor plates can not require according to different building units, in advance
Site dimension specification processed, so as to can not realize it is quick influence efficiency of construction by whole unit floor support plate is put, while many is wooden
Carrier unit integral planar is also and out-of-flatness, on the other hand, traditional floor support plate can not easily adapt to cabinet boxlike simultaneously
With bamboo slab rubber formula floor by putting, the use trouble of construction is caused, delays efficiency of construction, and angle steel and supporting angle steel dismounting are installed
Also it is and inconvenient, it is impossible to repeatedly use, cause, using wasting, financial cost to be lifted, therefore, a kind of it is proposed that reinforcing bar purlin
The node structure of frame floor plates integral installation.
The content of the invention
The technical problem to be solved in the present invention overcomes existing defect, and there is provided a kind of steel bar girder floor plates integral installation
Node structure, by supporting angle steel can upper and lower two kinds of installation methods and adjustment setting, adapt to cabinet boxlike and bamboo slab rubber formula
Floor can also require by putting according to different building units, carry out prefabricated site dimension specification, quick hold by putting whole unit building
Plate, unit integral planar quality is more more smooth than wooden pillar, while angle steel and supporting angle steel quick release are installed, can
Repeatedly use, save financial cost, speed of application is fast, floor Forming Quality is good, effectively can solve in background technology
Problem.
In order to solve the above-mentioned technical problem, the invention provides following technical scheme：
The present invention provides a kind of node structure of steel bar girder floor plates integral installation, including steelframe body, the steelframe
Body includes steel I-beam, L-type and installs angle steel and L-type supporting angle steel, and the steel I-beam top layer is provided with M10 screws, the L-type
Angle steel is installed to be connected with steel I-beam by M10 screws, the M10 screws two ends are provided with M10 nuts, the M10 screws and M10
Nut is fixedly connected, and the M10 nuts are fixed with steel I-beam spot welding, and the L-type supporting angle steel is installed angle steel with L-type and passed through
M10 screws are fixed, and the M10 screws two ends are provided with M10 nuts, and the M10 screws are fixedly connected with M10 nuts, the M10 spiral shells
It is female to be fixed with L-type installation angle steel spot welding.
As a preferred technical solution of the present invention, each M10 screws tensile strength is up to 3000 kilograms.
As a preferred technical solution of the present invention, every meter is distributed with M10 on corresponding two steel I-beams
Screw.
As a preferred technical solution of the present invention, the mounting hole of R5.5 × 20, L are provided with the L-type supporting angle steel
The specification of type supporting angle steel is 5 × 50 × each unit requires length.
As a preferred technical solution of the present invention, the L-type supporting angle steel dimensions and cast unit size one
Cause.
As a preferred technical solution of the present invention, it is 5 × 50 × 50 that the L-type, which installs angle steel specification, by each rice
One parallel uniform.
The beneficial effect that is reached of the present invention is：A kind of node structure of steel bar girder floor plates integral installation, passes through branch
Hold angle steel can upper and lower two kinds of installation methods and adjustment setting, adapt to cabinet boxlike and bamboo slab rubber formula floor by putting, also can root
According to the requirement of different building units, prefabricated site dimension specification is carried out, quick by putting whole unit floor support plate, unit integral planar matter
Amount is more more smooth than wooden pillar, while installing angle steel and supporting angle steel quick release, can repeatedly use, and saves
Financial cost, carries out the fixation to nut and screw by way of spot welding, and speed of application is fast, and floor Forming Quality is good.
Brief description of the drawings
Accompanying drawing is used for providing a further understanding of the present invention, and constitutes a part for specification, the reality with the present invention
Applying example is used to explain the present invention together, is not construed as limiting the invention.
In the accompanying drawings：
Fig. 1 is that a kind of node structure overall structure of steel bar girder floor plates integral installation described in the embodiment of the present invention is shown
It is intended to；
Fig. 2 is a kind of node structure bamboo slab rubber formula building of steel bar girder floor plates integral installation described in the embodiment of the present invention
Laminate assembling schematic diagram；
Fig. 3 is a kind of node structure cabinet boxlike floor of steel bar girder floor plates integral installation described in the embodiment of the present invention
Plate assembling schematic diagram；
Label in figure：1st, steelframe body；2nd, steel I-beam；3rd, L-type supporting angle steel；4th, M10 screws；5th, M10 screws；6、L
Type installs angle steel；7th, mounting hole；8th, M10 nuts；9th, unit is poured into a mould.
Embodiment
The preferred embodiments of the present invention are illustrated below in conjunction with accompanying drawing, it will be appreciated that preferred reality described herein
Apply example to be merely to illustrate and explain the present invention, be not intended to limit the present invention.
Embodiment：Refer to Fig. 1-3, a kind of node structure of steel bar girder floor plates integral installation of the invention, including steel
Frame body 1, the steelframe body 1 includes steel I-beam 2, L-type and installs angle steel 6 and L-type supporting angle steel 3, the table of steel I-beam 2
Layer is provided with M10 screws 4, and the L-type is installed angle steel 6 and is connected by M10 screws 5 with steel I-beam 2, and the two ends of M10 screws 5 are set
There are M10 nuts 8, the M10 screws 5 are fixedly connected with M10 nuts 8, and the M10 nuts 8 are fixed with the spot welding of steel I-beam 2, institute
State L-type supporting angle steel 3 to fix by M10 screws 5 with L-type installation angle steel 6, the two ends of M10 screws 5 are provided with M10 nuts 8, institute
State M10 screws 5 to be fixedly connected with M10 nuts 8, the M10 nuts 8 are installed the spot welding of angle steel 6 with L-type and fixed.
Each tensile strength of M10 screws 5 is up to 3000 kilograms, and the setting of M10 screws 5 can effectively improve overall knot
Every meter is distributed with M10 screws 4 on the stabilization of structure, corresponding two steel I-beams 2, and the setting of M10 screws 4 can facilitate
It is attached in M10 nuts 8 and M10 screws 5, the mounting hole 7 of R5.5 × 20, L-type supporting is provided with the L-type supporting angle steel 3
The specification of angle steel is 5 × 50 × and each unit requires length, and the setting of mounting hole 7 is convenient to L-type supporting angle steel 3 and L-type is installed
The connection of angle steel 6, the dimensions of L-type supporting angle steel 3 is consistent with the cast size of unit 9, and the L-type installs the specification of angle steel 6
It is parallel uniform by each one, rice for 5 × 50 × 50.
It should be noted that the present invention is a kind of node structure of steel bar girder floor plates integral installation, during work, pass through
L-type supporting angle steel 3 and L-type are installed angle steel 6 and are connected by M10 screws 5 and M10 nuts 8, are fixed by spot welding, L-type supporting angle steel 3
Can carry out upper and lower installation and adjustment, adapt to cabinet boxlike and bamboo slab rubber formula floor by putting, can carry out to L-type supporting angle steel 3 and L
Type installs the fast quick-detach of angle steel 6, reuses.
Finally it should be noted that：The preferred embodiments of the present invention are the foregoing is only, are not intended to limit the invention,
Although the present invention is described in detail with reference to the foregoing embodiments, for those skilled in the art, it still may be used
To be modified to the technical scheme described in foregoing embodiments, or equivalent substitution is carried out to which part technical characteristic.
Within the spirit and principles of the invention, any modification, equivalent substitution and improvements made etc., should be included in the present invention's
Within protection domain.
Claims (5)
1. a kind of node structure of steel bar girder floor plates integral installation, including steelframe body（1）, it is characterised in that the steel
Frame body（1）Including steel I-beam（2）, L-type install angle steel（6）With L-type supporting angle steel（3）, the steel I-beam（2）Top layer is set
There are M10 screws（4）, the L-type installation angle steel（6）Pass through M10 screws（5）With steel I-beam（2）Connection, the M10 screws（5）
Two ends are provided with M10 nuts（8）, the M10 screws（5）With M10 nuts（8）It is fixedly connected, the M10 nuts（8）With I-steel
Beam（2）Spot welding is fixed, the L-type supporting angle steel（3）Angle steel is installed with L-type（6）Pass through M10 screws（5）It is fixed, the M10 spiral shells
Nail（5）Two ends are provided with M10 nuts（8）, the M10 screws（5）With M10 nuts（8）It is fixedly connected, the M10 nuts（8）With L
Type installs angle steel（6）Spot welding is fixed.
2. the node structure of a kind of steel bar girder floor plates integral installation according to claim 1, it is characterised in that described
Steel I-beam（2）Upper every meter is distributed with M10 screws（4）.
3. the node structure of a kind of steel bar girder floor plates integral installation according to claim 1, it is characterised in that described
L-type supporting angle steel（3）On be provided with the mounting holes of R5.5 × 20（7）, L-type supporting angle steel（3）Specification for 5 × 50 × it is each single
Member requires length.
4. the node structure of a kind of steel bar girder floor plates integral installation according to claim 1, it is characterised in that described
L-type supporting angle steel（3）Dimensions and cast unit（9）Size is consistent.
5. the node structure of a kind of steel bar girder floor plates integral installation according to claim 1, it is characterised in that described
L-type installs angle steel（6）Specification is 5 × 50 × 50, parallel uniform by each one, 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 |
Applications Claiming Priority (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 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105155675A CN105155675A (en) | 2015-12-16 |
| CN105155675B true CN105155675B (en) | 2017-08-29 |
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| Application Number | Title | Priority Date | Filing Date |
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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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Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| 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 |
Family Cites Families (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 |
| KR100875488B1 (en) * | 2007-07-13 | 2008-12-22 | 김범준 | Unsupported formwork system and reinforced concrete 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 |
| 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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| CN105155675A (en) | 2015-12-16 |
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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. |