CN201695548U - Large steam lightweight aerated concrete panel - Google Patents
Large steam lightweight aerated concrete panel Download PDFInfo
- Publication number
- CN201695548U CN201695548U CN201020254597XU CN201020254597U CN201695548U CN 201695548 U CN201695548 U CN 201695548U CN 201020254597X U CN201020254597X U CN 201020254597XU CN 201020254597 U CN201020254597 U CN 201020254597U CN 201695548 U CN201695548 U CN 201695548U
- Authority
- CN
- China
- Prior art keywords
- aerated concrete
- lightweight aerated
- autoclaved lightweight
- steam
- channel
- 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 - Lifetime
Links
Images
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
The utility model provides a large steam lightweight aerated concrete panel, which comprises five to nine steam lightweight aerated concrete panels and two channel steels, wherein the two channel steels are alternatively arranged; the steam lightweight aerated concrete panels are sequentially arrayed on the channel steels; the sides of two adjacent steam lightweight aerated concrete panels are connected by a connecting rod inserted into the sides; and the connecting rod is connected with the channel steels by bolts. Panel joints formed by adjacent steam lightweight aerated concrete panels are upwards sequentially filled with steam lightweight aerated concrete repair powder, a foaming agent or rock wool and polyethylene foam rod from one side of the channel steel and are coated by epoxy resin primer and waterproof sealant. The large steam lightweight aerated concrete panel has large outer wall area in the integral hoisting and regular shape; the construction can be carried out on a spacious construction site, so that the work amount for aloftwork can be reduced; and in addition, the assembly and the hoisting can be carried out at the same time and the streamline operation is used, so that the work efficiency can be greatly improved.
Description
Technical field
The utility model relates to a kind of large autoclaved lightweight aerated concrete slab.
Background technology
Autoclaved lightweight aerated concrete (Autoclaved Lightweight Concrete, ALC) plate abbreviation ALC plate is that a kind of silica sand with high-quality, quicklime, cement etc. are raw material, through the high-performance light aerated concrete panel that strict process process and steam curing at high pressure form, be a kind of Green environmental-protection building materials for wall of novel light.Characteristics such as install for the scene, autoclaved lightweight concrete board has light weight, and the required steel of support system are few, and it is few that required plant equipment is installed, and installation rate is fast, and the duration is short.And the installation of existing autoclaved lightweight concrete board is most for monolithic Autoclaved lightweight concrete plate is directly lifted, and all installation exercises all carry out in the air at height, the complex operation complexity, and the amount of labour is big.
The utility model content
The technical problems to be solved in the utility model is at the deficiencies in the prior art, to provide a kind of large autoclaved lightweight aerated concrete slab, with large autoclaved lightweight aerated concrete slab assembling back integral hoisting, reduce high-altitude installation exercise engineering quantity, greatly the reduction of erection time, improve installation effectiveness.
Be that the purpose of this utility model is to provide a kind of large autoclaved lightweight aerated concrete slab.
For achieving the above object, the utility model is by the following technical solutions:
A kind of large autoclaved lightweight aerated concrete slab, comprise 5-9 piece autoclaved lightweight concrete board material and two channel-section steels, these two channel-section steels are provided with at interval, the autoclaved lightweight concrete board material is sequentially arranged on the channel-section steel, the side of adjacent two blocks of autoclaved lightweight concrete board materials connects by the connecting rod that is plugged in wherein, is connected by bolt between this connecting rod and the channel-section steel.
The plate seam that forms between the adjacent autoclaved lightweight concrete board material is filled with autoclaved lightweight aerated concrete successively and repairs powder, blowing agent or rock wool, polyethylene rod, and scribbles epoxy resin primer and waterproof gasket cement on channel-section steel one side direction.
The width of described autoclaved lightweight concrete board material is that 60mm, length are no more than 5.2m.
The diameter of described polyethylene rod is 10mm.
Advantage of the present utility model is:
The integral hoisting of large autoclaved lightweight aerated concrete slab of the present utility model is big for the exterior wall area, body rule, the building of construction plant spaciousness, reduced work high above the ground engineering amount, and assembly unit work and lifting work can carry out simultaneously, and continuous productive process is increased work efficiency greatly.
Description of drawings
Fig. 1 is the longitdinal cross-section diagram that the utility model large autoclaved lightweight aerated concrete slab is connected with the main body steel work.
Fig. 2 is the view in transverse section that the utility model large autoclaved lightweight aerated concrete slab is connected with the main body steel work.
Fig. 3 is the sectional view after the plate seam is repaired between the utility model autoclaved lightweight concrete board material.
The specific embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
As shown in Figure 1 and Figure 2, longitdinal cross-section diagram and the view in transverse section that is connected with the main body steel work for the utility model large autoclaved lightweight aerated concrete slab.Autoclaved lightweight concrete board material 1 is connected with channel-section steel 4 with bolt 3 by connecting rod 2, is connected by angle steel 5 between channel-section steel 4 and the main body steel work 8, passes through bolt 6 between channel-section steel 4 and the angle steel 5 and fixes, and passes through bolt 7 between angle steel 5 and the main body steel work 8 and fixes.As shown in Figure 3, be the sectional view after the plate seam repairing that forms between the adjacent autoclaved lightweight concrete board material, A among the figure represents the outside of large autoclaved lightweight aerated concrete slab, B represents a side of the promptly close channel-section steel in inboard of large autoclaved lightweight aerated concrete slab, the outside of stitching a side direction large autoclaved lightweight aerated concrete slab of close channel-section steel from plate is filled with autoclaved lightweight aerated concrete reparation powder 9 successively, blowing agent or rock wool 10, diameter is the polyethylene rod 12 of 10mm, and scribbles epoxy resin primer and waterproof gasket cement 11.
Large autoclaved lightweight aerated concrete slab comprises 5-9 piece autoclaved lightweight concrete board material.The width of autoclaved lightweight concrete board material and length can be set type according to actual facade, the relation that reaches autoclaved lightweight concrete board material and load is selected, and selecting width usually is the autoclaved lightweight concrete board material that 60mm, length are no more than 5.2m.
The installation process of above-mentioned large autoclaved lightweight aerated concrete slab is:
1, assembly unit: at first use several H steel or channel-section steel to produce the assembly unit working platform of long iron plate stool shape, be fixed on the ground, and guarantee that the height of H steel or channel-section steel is in same level with expansion bolt.Lie on the working platform according to the drawing design size making the used connection channel-section steel of big plate, temporary fixed with steel fastener; The autoclaved lightweight concrete board material moved be placed on the channel-section steel, and on its side, punch, connecting rod is installed adjacent autoclaved lightweight concrete board material is coupled together, with screw rod connecting rod is fixed on the channel-section steel then.
2, the plate seam is repaired: the filling autoclaved lightweight aerated concrete is repaired powder, blowing agent or rock wool in the plate seam that forms between the autoclaved lightweight concrete board material successively on channel-section steel one side direction, diameter is the polyethylene rod of 10mm, and scribbles epoxy resin primer and waterproof gasket cement.
3, lifting: the channel-section steel at the large autoclaved lightweight aerated concrete slab rear portion that suspender and assembly unit is intact links to each other, big plate is lifted the relevant position, utilize sash weight to detect big plate verticality and levelness, utilize bolt that channel-section steel is connected with preassembled angle steel on the agent structure.
4, the plate seam is repaired: from close body of wall one side from inside to outside, fill up successively in the plate that between large autoclaved lightweight aerated concrete slab, the forms seam that autoclaved lightweight aerated concrete is repaired powder, blowing agent or rock wool, diameter is the polyethylene rod of 10mm, and scribbles epoxy resin primer and waterproof gasket cement.
5, whole wall face is coated with water-repellent paint.
Claims (4)
1. large autoclaved lightweight aerated concrete slab, it is characterized in that, comprise 5-9 piece autoclaved lightweight concrete board material and two channel-section steels, these two channel-section steels are provided with at interval, the autoclaved lightweight concrete board material is sequentially arranged on the channel-section steel, the side of adjacent two blocks of autoclaved lightweight concrete board materials connects by the connecting rod that is plugged in wherein, is connected by bolt between this connecting rod and the channel-section steel.
2. large autoclaved lightweight aerated concrete slab according to claim 1, it is characterized in that, the plate seam that forms between the adjacent autoclaved lightweight concrete board material, on channel-section steel one side direction, be filled with autoclaved lightweight aerated concrete successively and repair powder, blowing agent or rock wool, polyethylene rod, and scribble epoxy resin primer and waterproof gasket cement.
3. large autoclaved lightweight aerated concrete slab according to claim 1 is characterized in that, the width of described autoclaved lightweight concrete board material is that 60mm, length are no more than 5.2m.
4. large autoclaved lightweight aerated concrete slab according to claim 2 is characterized in that, the diameter of described polyethylene rod is 10mm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201020254597XU CN201695548U (en) | 2010-06-30 | 2010-06-30 | Large steam lightweight aerated concrete panel |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201020254597XU CN201695548U (en) | 2010-06-30 | 2010-06-30 | Large steam lightweight aerated concrete panel |
Publications (1)
Publication Number | Publication Date |
---|---|
CN201695548U true CN201695548U (en) | 2011-01-05 |
Family
ID=43396788
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201020254597XU Expired - Lifetime CN201695548U (en) | 2010-06-30 | 2010-06-30 | Large steam lightweight aerated concrete panel |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN201695548U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101892717A (en) * | 2010-06-30 | 2010-11-24 | 中国京冶工程技术有限公司 | Large autoclaved lightweight aerated concrete slab and installation method thereof |
CN102926490A (en) * | 2012-03-19 | 2013-02-13 | 南京旭建新型建材股份有限公司 | Dry-hung self-insulation curtain wall body based on autoclaved lightweight aerated concrete slab |
CN105235052A (en) * | 2015-09-24 | 2016-01-13 | 太原钢铁(集团)有限公司 | Method for repairing defects of aerated concrete panel |
-
2010
- 2010-06-30 CN CN201020254597XU patent/CN201695548U/en not_active Expired - Lifetime
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101892717A (en) * | 2010-06-30 | 2010-11-24 | 中国京冶工程技术有限公司 | Large autoclaved lightweight aerated concrete slab and installation method thereof |
CN101892717B (en) * | 2010-06-30 | 2012-04-18 | 中国京冶工程技术有限公司 | Large autoclaved lightweight aerated concrete slab and installation method thereof |
CN102926490A (en) * | 2012-03-19 | 2013-02-13 | 南京旭建新型建材股份有限公司 | Dry-hung self-insulation curtain wall body based on autoclaved lightweight aerated concrete slab |
CN105235052A (en) * | 2015-09-24 | 2016-01-13 | 太原钢铁(集团)有限公司 | Method for repairing defects of aerated concrete panel |
CN105235052B (en) * | 2015-09-24 | 2017-12-01 | 太原钢铁(集团)有限公司 | A kind of method for repairing air entrained concrete sheet material defect |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN101892717B (en) | Large autoclaved lightweight aerated concrete slab and installation method thereof | |
JP3218530U (en) | Central assembly steel structure | |
CN205444458U (en) | Integrated assembled steel construction building | |
CN104727476B (en) | The light body 3D steel bar girders floor plates of assembled and its manufacture method | |
CN103669905A (en) | Lightweight composite prefabricated panel combined type house and building method thereof | |
CN201695548U (en) | Large steam lightweight aerated concrete panel | |
CN208803586U (en) | A kind of steam-pressing aero-concrete integral assembling Side fascia and hoisting structure | |
CN208534081U (en) | A kind of reconstruction structure of old building constructional column | |
CN208415293U (en) | Integral prefabricated assembled main transformer foundation for indoor substation | |
CN207525755U (en) | Composite pile anchor supporting device | |
CN113463796A (en) | Composite wall body of light steel keel with special-shaped cross section structure and construction method | |
CN206428805U (en) | A kind of concrete prefabricated balcony of assembled steel | |
CN101886470B (en) | Construction method of exposed concrete ribbed beams | |
CN208201919U (en) | A kind of piping lane monoblock type, which is quickly pacified, tears aluminium alloy mould bases support construction open | |
CN215858388U (en) | Composite wall with special-shaped section structure light steel keel | |
CN206352349U (en) | A kind of assembled architecture walling system | |
CN206338075U (en) | A kind of anti-internal water pressure composite shield section of jurisdiction | |
CN204343494U (en) | A kind of sand aerating inner partition plate installation structure | |
CN213062528U (en) | High-performance enclosure wall | |
CN211172360U (en) | Assembled prefabricated steel structure frame support room | |
CN204401651U (en) | Abnormity resistance to compression longitudinal prestressing pin-connected panel underground pipe gallery | |
CN207597652U (en) | A kind of cast-in-place sandwiched heat-preservation shear wall structure and assembled architecture | |
CN112746704A (en) | Arch type steel-concrete combined ceiling structure of large-span giant underground workshop and construction method | |
CN206090943U (en) | Composite wallboard | |
CN111719578A (en) | Archaized building and construction process |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
AV01 | Patent right actively abandoned |
Granted publication date: 20110105 Effective date of abandoning: 20120418 |