CN203213348U - Large space NALC (Autoclaved Lightweight Concrete) wall board structure - Google Patents

Large space NALC (Autoclaved Lightweight Concrete) wall board structure Download PDF

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Publication number
CN203213348U
CN203213348U CN 201320149005 CN201320149005U CN203213348U CN 203213348 U CN203213348 U CN 203213348U CN 201320149005 CN201320149005 CN 201320149005 CN 201320149005 U CN201320149005 U CN 201320149005U CN 203213348 U CN203213348 U CN 203213348U
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CN
China
Prior art keywords
nalc
steel
wall board
wallboard
wall
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Expired - Fee Related
Application number
CN 201320149005
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Chinese (zh)
Inventor
戈祥林
韦年达
黄贵
张皆科
欧阳国云
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China Construction Eighth Engineering Division Co Ltd
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China Construction Eighth Engineering Division 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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Publication date
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Priority to CN 201320149005 priority Critical patent/CN203213348U/en
Application granted granted Critical
Publication of CN203213348U publication Critical patent/CN203213348U/en
Anticipated expiration legal-status Critical
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Abstract

The utility model provides a large space NALC (Autoclaved Lightweight Concrete) wall board structure. The structure comprises a plurality of NALC wall boards and a frame for supporting the NALC wall boards, wherein the frame comprises a plurality of steel columns and steel beams on the steel columns; the top ends of the NALC wall boards are fixed to the steel beams; the bottom ends of the NALC wall board are fixed on a structural surface; the top end of each NALC wall board is provided with a matched U-type steel clamp; the U-type steel clamp is fixedly connected with the bottom end of each NALC wall board; and the bottom end of each NALC wall board is fixed on the structural surface through fasteners. The large space NALC wall board structure completely explains a steel support construction method of the NALC wall board, and a steel support frame is arranged at the upper end of the NALC wall board, so that the problem that the top of the NALC wall board for a room partition is free of frame beams for fixing and cannot be installed since roofing structures of large public buildings such as gymnasiums, exhibition halls, movie theaters, terminal command corridors and station halls are of steel truss or steel grid structures is solved.

Description

Large space NALC wall plate structure
Technical field
The utility model relates to a kind of the realm of building construction, refers in particular to a kind of large space NALC wall plate structure.
Background technology
The autoclaved lightweight aerated concrete wallboard is the NALC wallboard, be applicable to industry and civilian construction non-bearing wall body, can be used as the exterior wall of multi-storey building, the infilled wall of frame construction, the non-bearing internal partition wall of various systems also more and more refers to large public buildings such as corridor, waiting hall, station for sports palace, exhibition hall, cinema, terminal in recent years.These heavy construction roof structures are steel truss or steel grid structure, and the space is big, and the room cuts off the frameless beam in NALC wallboard top to be fixed, and can't install, and therefore for this form of structure steel must be set and support, and solves the problem that the NALC wallboard can't be installed.
Summary of the invention
For overcoming the problems referred to above, the utility model proposes a kind of constructing structure of large space NALC wallboard, described structure comprises plural NALC wallboard and the framework that supports described NALC wallboard, described framework comprises plural steel column and the girder steel that is set up on the described steel column, and the top of described NALC wallboard is connected with described girder steel, and bottom and the structural plane of NALC wallboard are fixed.
The top cooperation of described NALC wallboard is equipped with a U-shaped steel card, and described U-shaped steel card is fixedlyed connected with described girder steel bottom.
The bottom of described NALC wallboard is fixed by nailing and structural plane.
The utility model makes its beneficial effect that has be owing to adopt above technical scheme:
Steel plate at first is installed, one week of bottom and the steel plate welding of steel column, girder steel then is installed, with one week of two ends and steel column welding of girder steel, form the steel support frame, the NALC wallboard is installed then, U-shaped steel card is installed on the top of NALC wallboard, in the bottom of NALC wallboard nailing being installed fixes tube sheet and structural plane, connect U-shaped steel card and girder steel back welding fixing then, at last the top and bottom of NALC wallboard is filled out cement mortar, clear up, finish after repairing and the jointing installation of NALC wallboard, and with identical method remaining NALC wallboard is installed.
The utility model has been set forth the steel support structure of NALC wallboard all sidedly, by the upper end at the NALC wallboard steel support frame is set, solved sports palace, exhibition hall, cinema, terminal have been referred to that large public building roof structures such as corridor, waiting hall, station are steel truss or steel grid structure, the room cuts off the frameless beam in NALC wallboard top and fixes the problem that can't install.
Description of drawings
Fig. 1 is that the room of the large public building of a kind of embodiment of the utility model cuts off the layout schematic diagram.
Fig. 2 is the steel support arrangement schematic diagram of a kind of embodiment of the utility model.
Fig. 3 is the structural representation that steel column of the present utility model is installed.
Fig. 4 is the structural representation that girder steel of the present utility model is installed.
Fig. 5 is the schematic diagram that NALC wallboard of the present utility model is installed.
The specific embodiment
For overcoming the existing in prior technology defective, describe below in conjunction with drawings and Examples.
In conjunction with shown in Figure 5, large space NALC wall plate structure of the present utility model comprises plural NALC wallboard 7 and the framework that supports NALC wallboard 7, framework comprises plural steel column 1 and the girder steel 2 that is set up on the steel column 1, steel column 1 is the square steel pipe of 200mm Х 100mm Х 4mm, girder steel 2 is the square steel pipe of 150mm Х 100mm Х 4mm, and U-shaped steel card 8 is installed on the top of NALC wallboard 7, U-shaped steel card 8 adopts length=120mm, wide=thickness of slab+3.2mm, the Q235 zinc-plating material of height=50mm, spacing 600mm, U-shaped steel card 8 is fixing with the welding of girder steel 2 bottoms, and the bottom of NALC wallboard 7 is fixing with structural plane 6 by nailing 9.
Referring to shown in Figure 1, the room partition layout that refers to large public buildings such as corridor, waiting hall, station for sports palace, exhibition hall, cinema, the terminal of a kind of embodiment of the utility model, as Fig. 2 and shown in Figure 3, when structure of the present utility model is installed, the layout of cutting off according to the room arranges steel column 1 and girder steel 2, at first with body of wall 3 location unwrapping wire, determine the position of body of wall 3,300mm Х 200mm Х 12mm steel plate 4 is installed in position, body of wall 3 corner, adopt 4 M20 expansion bolts 5 that steel plate 4 is fixing, expansion bolt 5 is imbedded structural plane 6 and is not less than 50mm; Steel column 1 vertically is positioned on the steel plate 4 one week of bottom of steel column 1 and steel plate 4 welding, fillet weld height 4mm.
Girder steel 2 then is installed, in conjunction with shown in Figure 4, with girder steel 2 two ends respectively spot welding be fixed on the steel column 1,2 ends of girder steel absolute altitude=ceiling absolute altitude+100mm, then the two ends one of girder steel 2 week and steel column 1 welding, the fillet weld height also be 4mm, formation steel support frame.
NALC wallboard 7 is installed then, referring to shown in Figure 5, U-shaped steel card 8 is installed on the top of NALC wallboard 7, with the 7 in place and adjustment of NALC wallboard, it is fixing with structural plane 6 with the tube sheet 10 on the NALC wallboard 7 in the bottom of NALC wallboard 7 nailing 9 to be installed, then that U-shaped steel card 8 and 2 ends of girder steel are fixing by welding, at last the top and bottom of NALC wallboard 7 is filled out cement mortar, clear up, finish after repairing and the jointing installation of NALC wallboard 7, and with identical method remaining NALC wallboard 7 is installed.
The utility model has been set forth the steel support structure of NALC wallboard 7 all sidedly, by the upper end at NALC wallboard 7 the steel support frame is set, solved sports palace, exhibition hall, cinema, terminal have been referred to that large public building roof structures such as corridor, waiting hall, station are steel truss or steel grid structure, the room cuts off the frameless beam in NALC wallboard top and fixes the problem that can't install.

Claims (3)

1. large space NALC wall plate structure, it is characterized in that: described structure comprises plural NALC wallboard and the framework that supports described NALC wallboard, described framework comprises plural steel column and the girder steel that is set up on the described steel column, and the top of described NALC wallboard is connected with described girder steel, and bottom and the structural plane of NALC wallboard are fixed.
2. structure as claimed in claim 1 is characterized in that: the top of described NALC wallboard cooperates a U-shaped steel card is installed, and described U-shaped steel card is fixedlyed connected with described girder steel bottom.
3. structure as claimed in claim 1, it is characterized in that: the bottom of described NALC wallboard is fixed by nailing and structural plane.
CN 201320149005 2013-03-28 2013-03-28 Large space NALC (Autoclaved Lightweight Concrete) wall board structure Expired - Fee Related CN203213348U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320149005 CN203213348U (en) 2013-03-28 2013-03-28 Large space NALC (Autoclaved Lightweight Concrete) wall board structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201320149005 CN203213348U (en) 2013-03-28 2013-03-28 Large space NALC (Autoclaved Lightweight Concrete) wall board structure

Publications (1)

Publication Number Publication Date
CN203213348U true CN203213348U (en) 2013-09-25

Family

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Application Number Title Priority Date Filing Date
CN 201320149005 Expired - Fee Related CN203213348U (en) 2013-03-28 2013-03-28 Large space NALC (Autoclaved Lightweight Concrete) wall board structure

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103835503A (en) * 2014-02-28 2014-06-04 中天建设集团有限公司 NALC novel wall construction process
CN104164926A (en) * 2014-08-19 2014-11-26 浙江开元新型墙体材料有限公司 Installation structure of aerated concrete wallboard
CN108979166A (en) * 2018-09-05 2018-12-11 中国冶集团有限公司 Steam-pressing aero-concrete large plate construction method with architectural surface
CN111305467A (en) * 2020-03-16 2020-06-19 四川省建筑设计研究院有限公司 Prefabricated partition plate capping beam and construction method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103835503A (en) * 2014-02-28 2014-06-04 中天建设集团有限公司 NALC novel wall construction process
CN104164926A (en) * 2014-08-19 2014-11-26 浙江开元新型墙体材料有限公司 Installation structure of aerated concrete wallboard
CN108979166A (en) * 2018-09-05 2018-12-11 中国冶集团有限公司 Steam-pressing aero-concrete large plate construction method with architectural surface
CN111305467A (en) * 2020-03-16 2020-06-19 四川省建筑设计研究院有限公司 Prefabricated partition plate capping beam and construction method thereof

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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
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130925

Termination date: 20190328