CN106149981B - A kind of lightweight member production method - Google Patents

A kind of lightweight member production method Download PDF

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Publication number
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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China
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points
lightweight
skeleton
acfd
point
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CN201510143846.5A
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Chinese (zh)
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CN106149981A (en
Inventor
王剑武
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天津武铄科技有限公司
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Publication of CN106149981A publication Critical patent/CN106149981A/en
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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

A kind of lightweight member production method

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.
CN201510143846.5A 2015-03-31 2015-03-31 A kind of lightweight member production method CN106149981B (en)

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Application Number Priority Date Filing Date Title
CN201510143846.5A CN106149981B (en) 2015-03-31 2015-03-31 A kind of lightweight member production method

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CN106149981A CN106149981A (en) 2016-11-23
CN106149981B true CN106149981B (en) 2018-05-04

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Citations (5)

* Cited by examiner, † Cited by third party
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

Patent Citations (5)

* Cited by examiner, † Cited by third party
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

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