CN106149981B - A kind of lightweight member production method - Google Patents
A kind of lightweight member production method Download PDFInfo
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- CN106149981B CN106149981B CN201510143846.5A CN201510143846A CN106149981B CN 106149981 B CN106149981 B CN 106149981B CN 201510143846 A CN201510143846 A CN 201510143846A CN 106149981 B CN106149981 B CN 106149981B
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Abstract
The invention discloses a kind of lightweight member production method, specific production method are as follows：（1）ACFD faces and two, acfd faces parallel surface are determined first, wherein b points are the projected centre point of face ABED, and c points are the projected centre point of face BCFE, and E points are the projected centre point of face bcfe, and so on；（2）B points are connected with A points, B points, D points, E point points respectively using reinforcing bar, c points are connected with B points, C points, F points, E points, and E points are connected with b points, c points, f points, e point points, and so on, form triangle skeleton structure；（3）The cross structure that transverse steel 5 and longitudinal reinforcement 4 are formed is uniformly arranged on ACFD faces and acfd faces, and the intersection point of transverse steel and longitudinal reinforcement all with triangle skeleton structure is connected.The present invention can reduce building dead weight, be conducive to improve the shock resistance of building；The present invention can prefabrication, it can be achieved that industrialization, assembled in situ construction, is greatly improved construction efficiency.
Description
Technical field
The present invention relates to building material technical field, is specifically a kind of lightweight member production method.
Background technology
Building uses reinforced concrete structure or masonry partition wall more at present, and floor is reinforced concrete structure.Its advantage
High for intensity, shortcoming dead weight is larger, speed of application is slow.
The content of the invention
It can not only be used it is an object of the invention to provide a kind of as partition plate, but also can be as the building for playing load-bearing effect
The production method for the lightweight member that plate uses, to solve the problems mentioned in the above background technology.
To achieve the above object, the present invention provides following technical solution：
A kind of lightweight member production method, specific production method are as follows：
（1）ACFD faces and two, acfd faces parallel surface are determined first, and wherein b points are the projected centre point of face ABED, and c points are
The projected centre point of face BCFE, E points are the projected centre point of face bcfe, and so on；
（2）B points are connected with A points, B points, D points, E point points respectively using reinforcing bar, c points are connected with B points, C points, F points, E points,
E points are connected with b points, c points, f points, e point points, and so on, form triangle skeleton structure；
（3）The cross structure that transverse steel 5 and longitudinal reinforcement 4 are formed is uniformly arranged on ACFD faces and acfd faces, and it is horizontal
Intersection point to reinforcing bar and longitudinal reinforcement all with triangle skeleton structure is connected, i.e. A points, B points, C points, D point ... a points, b points, c points, d
Point ....
As the further scheme of the present invention：The point of intersection of the triangle skeleton structure is equipped with fixing piece, in addition fixes
Part and the subplate on surface connect.
As the further scheme of the present invention：The fixing means of the lightweight member：Using dormant bolt or screw by pair
Plate is fixed on the fixing piece of whole lightweight member skeleton, and nuts or cap nut should be horizontal with subplate when fixed.
As the further scheme of the present invention：The lightweight member skeleton is used for the installation method of partition plate：First by lightweight
Member skeleton is installed to partition wall position, and after treating that various pipelines install, subplate is installed to lightweight member skeleton both sides, secondary
Plate is fixed by the fixing piece at each joint on lightweight member skeleton.
As the further scheme of the present invention：The lightweight member skeleton is used for the installation method of floor：In advance by lightweight
Together with the side of member skeleton is poured with concrete slab, this pours face as bottom surface.
Compared with prior art, the beneficial effects of the invention are as follows：
1st, building dead weight can be reduced, be conducive to improve the shock resistance of building；
2nd, prefabrication is, it can be achieved that industrialization, assembled in situ construction, are greatly improved construction efficiency.
Brief description of the drawings
Fig. 1 is the structure diagram of the present invention.
Fig. 2 is the structure diagram that the present invention is applied to floor.
Fig. 3 is the structure diagram that the present invention is applied to partition plate.
Embodiment
Below in conjunction with the attached drawing in the embodiment of the present invention, the technical solution in the embodiment of the present invention is carried out clear, complete
Site preparation describes, it is clear that described embodiment is only part of the embodiment of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, those of ordinary skill in the art are obtained every other without making creative work
Embodiment, belongs to the scope of protection of the invention.
Please refer to Fig.1~3, in the embodiment of the present invention, a kind of lightweight member production method, specific production method is as follows：
（1）ACFD faces and two, acfd faces parallel surface are determined first, and wherein b points are the projected centre point of face ABED, and c points are
The projected centre point of face BCFE, E points are the projected centre point of face bcfe, and so on；
（2）B points are connected with A points, B points, D points, E point points respectively using reinforcing bar, c points are connected with B points, C points, F points, E points,
E points are connected with b points, c points, f points, e point points, and so on, form triangle skeleton structure；
（3）The cross structure that transverse steel 5 and longitudinal reinforcement 4 are formed is uniformly arranged on ACFD faces and acfd faces, and it is horizontal
Intersection point to reinforcing bar 5 and longitudinal reinforcement 4 all with triangle skeleton structure is connected, i.e. A points, B points, C points, D point ... a points, b points, c
Point, d points ...；
The whole lightweight member skeleton of the present invention is by numerous duplicate isosceles triangle（Triangle CcF, triangle
BcE etc..）Composition, its main application principle is the stability principle of triangle, simple in structure, is reducing the usage amount of material
While, structure is more stablized.Compared with the weight of conventional steel bar concrete structure, greatly mitigation lightweight member.
The point of intersection of the triangle skeleton structure is equipped with fixing piece 3, its main function is connection lightweight member skeleton
Reinforcing bar, in addition fixing piece 3 be connected with the subplate 2 on surface, it plays the function served as bridge formed a connecting link.
The fixing means of the lightweight member：Subplate is fixed on by whole lightweight member skeleton using dormant bolt or screw
Fixing piece 3 on, nuts or cap nut should be horizontal with subplate when fixed, not expose subplate 2.
The lightweight member skeleton is used for the installation method of partition plate：First lightweight member skeleton is installed to partition wall position,
After treating that various pipelines install, subplate 2 is installed to lightweight member skeleton both sides, subplate 2 and is passed through on lightweight member skeleton
Fixing piece 3 at each joint is fixed, and can also be prefabricated in the factory, and is integrally transported to scene and is installed.
The lightweight member skeleton is used for the installation method of floor：In advance by the side of lightweight member skeleton and concrete slab
Pour together, this pours face as bottom surface, can prefabrication, also can cast in situs.Prefabrication can use deformed bar,
To improve bearing capacity of floor slab.Various pipelines, last surface mount pads plate, ground floor etc. can be installed in floor.
The present invention can be produced using prefabrication mode, also can site operation.
It is obvious to a person skilled in the art that the invention is not restricted to the details of above-mentioned one exemplary embodiment, Er Qie
In the case of without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms.Therefore, no matter
From the point of view of which point, the present embodiments are to be considered as illustrative and not restrictive, and the scope of the present invention is by appended power
Profit requires rather than described above limits, it is intended that all in the implication and scope of the equivalency of claim by falling
Change is included in the present invention.Any reference numeral in claim should not be considered as to the involved claim of limitation.
Moreover, it will be appreciated that although the present specification is described in terms of embodiments, not each embodiment is only wrapped
Containing an independent technical solution, this narrating mode of specification is only that those skilled in the art should for clarity
Using specification as an entirety, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
It is appreciated that other embodiment.
Claims (5)
1. a kind of lightweight member production method, it is characterised in that specific production method is as follows：
（1）ACFD faces and two, acfd faces parallel surface are determined first, B, E, b, e are defined, wherein B points, E points are line segment respectively
The central point of AC and line segment DF, equally, the b points, e points are the central point of line segment ac and line segment df respectively, i.e. face ABED
And face BCFE is respectively positioned on the ACFD of face and face ABED and face BCFE are respectively the half of the area of face ACFD, face abed and face
Bcfe is respectively positioned on the acfd of face and face abed and face bcfe are respectively the half of the area of face acfd；In addition, the b points are face
The projected centre point of ABED, c points are the projected centre point of face BCFE, and E points are the projected centre point of face bcfe, and D points are face abed
Projected centre point, e points for face ABED directly to the right face projected centre point, f points for face BCFE directly to the right face projection in
Heart point, and so on；
（2）B points are connected with A points, B points, D points, E point points respectively using reinforcing bar, c points are connected with B points, C points, F points, E points, E points
It is connected with b points, c points, f points, e point points, and so on, form triangle skeleton structure；
（3）The cross structure that transverse steel and longitudinal reinforcement are formed, and transverse steel are uniformly arranged on ACFD faces and acfd faces
It is connected with intersection point of the longitudinal reinforcement all with triangle skeleton structure.
2. a kind of lightweight member production method according to claim 1, it is characterised in that the triangle skeleton structure
Point of intersection is equipped with fixing piece, and in addition fixing piece and the subplate on surface connect.
3. lightweight member production method according to claim 2, it is characterised in that the fixing means of the lightweight member：
Subplate is fixed on the fixing piece of whole lightweight member skeleton using dormant bolt or screw, nuts or cap nut when fixed
Should be horizontal with subplate.
4. according to the lightweight member production method described in claim 1 or 2 or 3, it is characterised in that the lightweight member skeleton is used
In the installation method of partition plate：First lightweight member skeleton is installed to partition wall position, after treating that various pipelines install, by pair
Plate is installed to lightweight member skeleton both sides, subplate and is fixed by the fixing piece at each joint on lightweight member skeleton.
5. lightweight member production method according to claim 1, it is characterised in that the lightweight member skeleton is used for floor
Installation method：Together with the side of lightweight member skeleton is poured with concrete slab in advance, this pours face as bottom surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510143846.5A CN106149981B (en) | 2015-03-31 | 2015-03-31 | A kind of lightweight member production method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510143846.5A CN106149981B (en) | 2015-03-31 | 2015-03-31 | A kind of lightweight member production method |
Publications (2)
| Publication Number | Publication Date |
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| CN106149981A CN106149981A (en) | 2016-11-23 |
| CN106149981B true CN106149981B (en) | 2018-05-04 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201510143846.5A Active CN106149981B (en) | 2015-03-31 | 2015-03-31 | A kind of lightweight member production method |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112627394A (en) * | 2019-09-24 | 2021-04-09 | 天津武铄科技有限公司 | Light partition wall skeleton texture |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06316987A (en) * | 1993-05-07 | 1994-11-15 | Sekisui Chem Co Ltd | Manufacture of reinforcing steel construction for foundation |
| JPH08177166A (en) * | 1994-12-27 | 1996-07-09 | Yuji Otsubo | Reinforcement structure for concrete foundation and manufacture thereof |
| CN101012693A (en) * | 2007-02-08 | 2007-08-08 | 肖中发 | Filling member filled with lightweight material and method for manufacturing same |
| CN103352563A (en) * | 2013-07-16 | 2013-10-16 | 上海建工集团股份有限公司 | Self plate-bearing type steel bar mesh support combined template and construction method thereof |
| CN103741855A (en) * | 2014-02-06 | 2014-04-23 | 刘青云 | Manufacturing method for composite light filling component |
-
2015
- 2015-03-31 CN CN201510143846.5A patent/CN106149981B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06316987A (en) * | 1993-05-07 | 1994-11-15 | Sekisui Chem Co Ltd | Manufacture of reinforcing steel construction for foundation |
| JPH08177166A (en) * | 1994-12-27 | 1996-07-09 | Yuji Otsubo | Reinforcement structure for concrete foundation and manufacture thereof |
| CN101012693A (en) * | 2007-02-08 | 2007-08-08 | 肖中发 | Filling member filled with lightweight material and method for manufacturing same |
| CN103352563A (en) * | 2013-07-16 | 2013-10-16 | 上海建工集团股份有限公司 | Self plate-bearing type steel bar mesh support combined template and construction method thereof |
| CN103741855A (en) * | 2014-02-06 | 2014-04-23 | 刘青云 | Manufacturing method for composite light filling component |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112627394A (en) * | 2019-09-24 | 2021-04-09 | 天津武铄科技有限公司 | Light partition wall skeleton texture |
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| Publication number | Publication date |
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| CN106149981A (en) | 2016-11-23 |
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