CN201704859U - Autoclaved aerated concrete slab - Google Patents

Autoclaved aerated concrete slab Download PDF

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Publication number
CN201704859U
CN201704859U CN2010202502762U CN201020250276U CN201704859U CN 201704859 U CN201704859 U CN 201704859U CN 2010202502762 U CN2010202502762 U CN 2010202502762U CN 201020250276 U CN201020250276 U CN 201020250276U CN 201704859 U CN201704859 U CN 201704859U
Authority
CN
China
Prior art keywords
autoclaved aerated
aerated concrete
utility
concrete slab
reinforcement
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN2010202502762U
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Chinese (zh)
Inventor
许博
孙传华
郭际霞
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SHANDONG TIANYU WALL MATERIAL CO Ltd
Original Assignee
SHANDONG TIANYU WALL MATERIAL CO Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
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Priority to CN2010202502762U priority Critical patent/CN201704859U/en
Application granted granted Critical
Publication of CN201704859U publication Critical patent/CN201704859U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to the technical field of building materials and discloses an autoclaved aerated concrete slab. The utility model aims to provide an autoclaved aerated concrete slab with reliable strength and low construction cost. The utility model adopts the following technical scheme that the concrete slab includes a plate-shaped main body consisting of a supporting structure and concrete enclosed the supporting structure, and the supporting structure is a parallel truss structure. The beneficial effects of the utility model are that the autoclaved aerated concrete slab not only improves the strength of the plate-shaped main body, and also reduces energy consumption and protects environment.

Description

Autoclaved aerated concrete slabs
Technical field
The utility model relates to building material technical field, more particularly, relates to a kind of Autoclaved aerated concrete slabs.
Background technology
Along with development of urbanization, urban population density is increasing, and people increase the requirement of dwelling house, and the high stratification and the complicated degree of building improve constantly.Traditional building generally forms by cast-in-site, and efficiency of construction is lower.
Along with the development of technology, building is tending towards complicated each member centralized production processing in factory that is about to building of batch production, carries out scene allocation and transportation assembling construction.Improve operating efficiency, and cut down the consumption of energy, protected environment.
Highrise building is main with frame structure, selects compound floor, the pillar etc. made of prefabricated concrete for use by the position, and what prefabricated concrete member had at present is entity structure or hollow-core construction.The entity structure Heavy Weight, carrying is inconvenient; There is the low problem of intensity in the hollow-core construction use.Each face of available coagulation soil parts is generally plane structure in addition, each other in conjunction with not tight.
Summary of the invention
The technical problems to be solved in the utility model provides the Autoclaved aerated concrete slabs that a kind of intensity is reliable, construction cost is low.
In order to solve the problems of the technologies described above, the technical solution adopted in the utility model is as follows:
A kind of Autoclaved aerated concrete slabs comprises by braced structures and wraps up the plate-like body that the concrete of described braced structures constitutes that described braced structures is parallel trussed construction.
Further, described braced structures comprises the upper and lower two-layer steel mesh reinforcement that is parallel to each other, described steel mesh reinforcement comprises that the transverse reinforcement that is parallel to each other reaches the longitudinal reinforcement between transverse reinforcement, and the transverse reinforcement of described upper and lower steel mesh reinforcement connects as one by connector.
Further, a side of described plate-like body is provided with projection, and the another side relative with it is provided with groove, and the geomery of this groove is corresponding with projection.
Further, described groove cross sectional shape is dovetail shaped or rectangle.
The beneficial effects of the utility model:
Comprise by braced structures and wrap up the plate-like body that the concrete of described braced structures constitutes that described braced structures is parallel trussed construction, has not only improved the intensity of plate-like body, and has reduced energy consumption, has protected environment.
Further advantage of the present utility model: described braced structures comprises the upper and lower two-layer steel mesh reinforcement that is parallel to each other, easy construction; One side of described plate-like body is provided with projection, and a relative in addition side is provided with groove, during use, pegs graft and adjacent plate-like body can be connected by projection, groove, and is easy to use, reduces construction cost, and connects closely each other.
Figure of description
Fig. 1 is the structural representation of the utility model embodiment.
Fig. 2 is the cross-sectional schematic of braced structures.
Among the figure 1, groove, 2, plate-like body, 3, projection, 4, longitudinal reinforcement, 5, connector, 6, transverse reinforcement.
The specific embodiment
1 one kinds of Autoclaved aerated concrete slabss with reference to the accompanying drawings, comprise by braced structures and wrap up the plate-like body 2 that the concrete of described braced structures constitutes, described braced structures is parallel trussed construction, described as shown in Figure 2 braced structures comprises the upper and lower two-layer steel mesh reinforcement that is parallel to each other, described steel mesh reinforcement comprises the transverse reinforcement that is parallel to each other 6 and the longitudinal reinforcement 4 between transverse reinforcement 6, and the transverse reinforcement 6 of described upper and lower steel mesh reinforcement connects as one by connector 5.
Consider easy construction, a side of described plate-like body 2 is provided with projection 3, and the another side relative with it is provided with groove 1, and the geomery of this groove 1 is corresponding with projection 3, during use, pegs graft and adjacent plate-like body can be connected by projection, groove.
Described groove 1 cross sectional shape is dovetail shaped or rectangle.
Basic principle of the present utility model and advantage have more than been described.The utility model is not restricted to the described embodiments, and in the prerequisite that does not break away from the utility model scope, those skilled in the art can do many changes and improvements as required, and the shape of groove and projection can be arch as described.Protection domain of the present utility model should be defined by claims and equivalent.

Claims (4)

1. Autoclaved aerated concrete slabs is characterized in that: comprise by braced structures and wrap up the plate-like body (2) that the concrete of described braced structures constitutes that described braced structures is parallel trussed construction.
2. according to the described Autoclaved aerated concrete slabs of claim 1, it is characterized in that: described braced structures comprises the upper and lower two-layer steel mesh reinforcement that is parallel to each other, described steel mesh reinforcement comprises the transverse reinforcement (6) that is parallel to each other and is positioned at longitudinal reinforcement (4) between the transverse reinforcement (6) that the transverse reinforcement of described upper and lower steel mesh reinforcement (6) connects as one by connector (5).
3. according to claim 1 or 2 described Autoclaved aerated concrete slabss, it is characterized in that: a side of described plate-like body (2) is provided with projection (3), and the another side relative with it is provided with groove (1), and the geomery of this groove (1) is corresponding with projection (3).
4. according to the described Autoclaved aerated concrete slabs of claim 1, it is characterized in that: described groove (1) cross sectional shape is dovetail shaped or rectangle.
CN2010202502762U 2010-07-07 2010-07-07 Autoclaved aerated concrete slab Expired - Fee Related CN201704859U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010202502762U CN201704859U (en) 2010-07-07 2010-07-07 Autoclaved aerated concrete slab

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010202502762U CN201704859U (en) 2010-07-07 2010-07-07 Autoclaved aerated concrete slab

Publications (1)

Publication Number Publication Date
CN201704859U true CN201704859U (en) 2011-01-12

Family

ID=43442012

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2010202502762U Expired - Fee Related CN201704859U (en) 2010-07-07 2010-07-07 Autoclaved aerated concrete slab

Country Status (1)

Country Link
CN (1) CN201704859U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102080426A (en) * 2011-02-14 2011-06-01 上海富春建业科技股份有限公司 Steel wire mesh autoclaved aerated concrete slab
CN102677816A (en) * 2012-05-15 2012-09-19 浙江杭萧钢构股份有限公司 Autoclaved aerated concrete composite wallboard
CN102877573A (en) * 2012-10-17 2013-01-16 南京旭建新型建材股份有限公司 ALC (Autoclaved Lightweight Concrete) wall body connection joint capable of being rapidly installed
CN112064846A (en) * 2020-07-17 2020-12-11 湖北神州建材有限责任公司 Combined autoclaved aerated concrete floor

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102080426A (en) * 2011-02-14 2011-06-01 上海富春建业科技股份有限公司 Steel wire mesh autoclaved aerated concrete slab
CN102677816A (en) * 2012-05-15 2012-09-19 浙江杭萧钢构股份有限公司 Autoclaved aerated concrete composite wallboard
CN102877573A (en) * 2012-10-17 2013-01-16 南京旭建新型建材股份有限公司 ALC (Autoclaved Lightweight Concrete) wall body connection joint capable of being rapidly installed
CN102877573B (en) * 2012-10-17 2015-11-18 南京旭建新型建材股份有限公司 The ALC wall connecting node of Fast Installation
CN112064846A (en) * 2020-07-17 2020-12-11 湖北神州建材有限责任公司 Combined autoclaved aerated concrete floor

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20110112

Termination date: 20150707

EXPY Termination of patent right or utility model