CN201202189Y - Light concrete keel light board wall - Google Patents
Light concrete keel light board wall Download PDFInfo
- Publication number
- CN201202189Y CN201202189Y CNU2008201055887U CN200820105588U CN201202189Y CN 201202189 Y CN201202189 Y CN 201202189Y CN U2008201055887 U CNU2008201055887 U CN U2008201055887U CN 200820105588 U CN200820105588 U CN 200820105588U CN 201202189 Y CN201202189 Y CN 201202189Y
- Authority
- CN
- China
- Prior art keywords
- keel
- wall
- wallboard
- horizontal
- keels
- 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
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- 239000004567 concrete Substances 0.000 title claims abstract description 17
- 239000002131 composite material Substances 0.000 claims abstract description 21
- 239000011521 glass Substances 0.000 claims description 13
- 241000132536 Cirsium Species 0.000 claims description 12
- 239000010410 layer Substances 0.000 claims description 12
- 239000004568 cement Substances 0.000 claims description 11
- 239000004744 fabric Substances 0.000 claims description 11
- 239000010451 perlite Substances 0.000 claims description 11
- 235000019362 perlite Nutrition 0.000 claims description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 9
- 239000010959 steel Substances 0.000 claims description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 9
- 229920000742 Cotton Polymers 0.000 claims description 4
- FYYHWMGAXLPEAU-UHFFFAOYSA-N Magnesium Chemical compound [Mg] FYYHWMGAXLPEAU-UHFFFAOYSA-N 0.000 claims description 4
- 235000012241 calcium silicate Nutrition 0.000 claims description 4
- 239000006071 cream Substances 0.000 claims description 4
- 239000003292 glue Substances 0.000 claims description 4
- 229910052749 magnesium Inorganic materials 0.000 claims description 4
- 239000011777 magnesium Substances 0.000 claims description 4
- 238000010079 rubber tapping Methods 0.000 claims description 4
- 239000002344 surface layer Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 8
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 abstract description 4
- 238000009413 insulation Methods 0.000 abstract description 4
- 229910052742 iron Inorganic materials 0.000 abstract description 2
- 230000007613 environmental effect Effects 0.000 abstract 1
- 238000000034 method Methods 0.000 abstract 1
- 239000011449 brick Substances 0.000 description 6
- 239000011152 fibreglass Substances 0.000 description 5
- 239000003795 chemical substances by application Substances 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000005192 partition Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 241000196324 Embryophyta Species 0.000 description 1
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 239000000378 calcium silicate Substances 0.000 description 1
- 229910052918 calcium silicate Inorganic materials 0.000 description 1
- OYACROKNLOSFPA-UHFFFAOYSA-N calcium;dioxido(oxo)silane Chemical compound [Ca+2].[O-][Si]([O-])=O OYACROKNLOSFPA-UHFFFAOYSA-N 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000000748 compression moulding Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 239000011464 hollow brick Substances 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000008719 thickening Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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- Finishing Walls (AREA)
Abstract
The utility model relates to a light concrete keel lightweight plate wall, which comprises precast lightweight aggregate concrete vertical keels 1, transverse keels 2 and a composite lightweight precast slab wall panel 3, wherein the upper ends of the lightweight aggregate concrete vertical keels are fixed on a building structure through iron connectors and expansion bolts, the upper ends are fixed on a top board beam and the plate bottom, and the lower ends are fixed on a beam and the plate surface of the floor, a plurality of transverse keels 2 which are mutually parallel are arranged between each two vertical keels 1, and connecting pieces between the transverse keels and the vertical keels are corner connectors and screw bolts. The cross section shape of the transverse keels and the vertical keels is an 'I'shape. The utility model has the advantages that the sound insulation and thermal insulation performance is good, the wall belongs to environmental protection products and is operated without moistures in construction, the assembly speed is rapid, the wall does not need decorative plastering, the construction working procedures are reduced, and the construction period and the cost can be saved.
Description
Technical field:
The utility model belongs to building material field, particularly a kind of efficiently body of wall of assembly unit.
Background technology:
The present situation of the body of wall of China's building is: based on hollow brick, aerated blocks brickwork, clay common brick wall still has use, has promoted the use of a part of hollow strips board wall, solid light batten wallboard in recent years.The drawknot of various brickwork bodies of wall and agent structure is generally insecure, and its hollow core cement brick wall is at water, during electric line and grid line etc. pre-buried, metope to be broken the bigger notch of formation, repair with a large amount of cement mortar again after the completion, not only waste material but also major injury body of wall.Traditional in addition brick wall body finishes building wet trade operation behind the body of wall, and operation is many, work efficiency is low, and other brick wall body all will be slotted in the metope cutting, also will wipe one's face with mortar plastering.No matter existing body of wall is brickwork or prefabricated thistle board body of wall, all has a common shortcoming---be not easy to the pre-buried of spools such as water, electricity, network.
The filling wall of frame construction, frame structure is a brick wall body in addition, and the weight of brick wall body is generally bigger, and its line load that deadweight produced is bigger, has increased the weight of the load on the agent structure, causes load-carrying members need make fat beams and columns.
Summary of the invention:
The utility model has proposed a kind of light keel lightweight board wall that mixes in order to overcome existing body of wall many drawbacks technically.This wallboard is made with light material, and in light weight, easy installation can be cut at the scene, becomes wall work efficiency height, operation few, and wall surface levelling can be removed floated coat from, and economical with materials belongs to a kind of energy saving and environment friendly innovative panellised wall.Because weight is the 1/2-1/3 of brickwork only, can change the former fat beams and columns practice fully when structure design teacher designs load-carrying members, has saved engineering materials such as cement, reinforcing bar.
The utility model realizes that the technical scheme that its beneficial effect adopts is:
The utility model is gently to mix keel thistle board body of wall, comprise prefabricated light weight aggregate concrete centre keel, horizontal keel and composite light precast plate wallboard, its upper end of light weight aggregate concrete centre keel is fixed in the building structure by iron sign indicating number and expansion bolt, top board beam, plate bottom surface are fixed in the upper end, and the lower end is fixed on the beam, plate face of This floor.Be provided with some the horizontal keel that are parallel to each other between per two centre keels, the connector between horizontal keel and the centre keel is angle sign indicating number and bolt.The shape of cross section of horizontal, vertical keel is " worker " font.
The scheme of the further technical solution problem of the utility model is:
These keel are prefabricated light weight aggregate concrete pillars, arrangement of steel wires in the post, and its cross section is I-shaped and rectangle.Anyhow wear the preformed hole of water power line, grid line spool on the keel.This composite light precast plate structure of wall is that the wallboard intermediate layer is the perlite filled board, the upper and lower surface layer is fiberglass gridding cloth cement plate or glass fiber calcium silicate board or glass magnesium plate, pastes into a whole plate with building cementing material between two panels and the perlite central layer.
The manufacturing process brief introduction of composite light precast plate wallboard: its plate forming is to lay template on the plate forming conveyer belt earlier, lay mechanism by glass fabric, glass fabric is routed on the template, slurry in the hopper is transported on the template continuously along discharge channel, by roller arrangement is rolled into bottom panel; On bottom panel, lay the perlite precast plate with artificial or machinery, make panel more in the same manner, become plate by press device.Blanket is big or small as requested after solidifying on the conveyer belt to be cut by cutting tool, and the template after the cutting places to solidify on the frame and put into the steam room maintenance and solidifies, and shifts out steam room natural curing after the curing and is finished product.Mechanical automation degree height of the present invention, but composite light precast plate wallboard is produced in scale continuously.
The light keel thistle board body of wall that mixes of the present utility model, it is lower to have overcome plasterboard partition wall intensity, the defective that water funk bubble, moisture-sensitive, the scope of application are restricted, it can be widely used in agent structure internal partition wall, the exterior enclosure wall of newly-built dwelling house, factory building or public building.Overcome that hollow light weight concrete batten is not easy to install and be connected with agent structure not firm, arrange that water power waits until that spool need cut the disadvantage of wallboard fluting.The existing full wet trade of various brickworks, shortcoming that work efficiency is low have been overcome simultaneously, should gently mix keel thistle board body of wall as a kind of composite construction body of wall, the making of its composite light precast plate is by special mechanization production, realization along with industrialization, standardized production technology, it can be applied in the construction work on a large scale fully, to replace existing traditional body of wall.It is pre-buried very convenient that this wallboard is installed spools such as simple and convenient, duration weak point, water power; In the finishing stage because this degree of plainness for wall surface height can omit the surface plastering layer, directly rinse coating in the Puttying of wallboard face.Light mix keel thistle board body of wall can fire-proof sound insulation, heat preservation energy-saving, save duration and construction costs again.
Description of drawings:
Fig. 1 is the light structural representation that mixes keel thistle board body of wall,
Fig. 2 is the light keel thistle board body of wall A-A sectional view that mixes shown in Figure 1
Fig. 3 is the light keel thistle board body of wall B-B sectional drawing that mixes shown in Figure 1
Fig. 4 is the 3-D view of prefabricated light weight aggregate concrete centre keel
Fig. 5 is the C-C sectional drawing of centre keel shown in Figure 4
The I-shaped cross-section of Fig. 6 edge of a wing thickening degree
The I-shaped cross-section of Fig. 7 edge of a wing equal thickness
The cross section view of Fig. 8 composite light precast plate wallboard
Fig. 9 fiberglass gridding cloth cement perlite plate cross sectional view
Among the figure: 1-I-shaped centre keel, the horizontal keel of 2-I shape, 3-composite light precast plate wallboard, the horizontal keel of 4-rectangle, 5-nailing, expansion bolt, 6-angle sign indicating number, 7-structure beam slab, 8-water power spool preformed hole, 9-fixed installation hole, 10-sound-insulating cotton, 11-steel wire, 12-perlite sandwich flaggy, 13-fiberglass gridding cloth cement plate layer, glass calcium silicates flaggy, glass magnesium flaggy, 14-fiberglass gridding cloth, 15-cement perlite plate, 16-steel row nail, tapping screw, 17-angle sign indicating number and bolt.
The specific embodiment:
Below in conjunction with accompanying drawing in detail the utility model most preferred embodiment is described in detail.
See also Fig. 1 to Fig. 9
The utility model gently mixes keel thistle board body of wall and mainly is made up of prefabricated light weight aggregate concrete centre keel 1, horizontal keel 2, horizontal keel 4, composite light precast plate wallboard 3, angle sign indicating number 6 and expansion bolt.Prefabricated light weight aggregate concrete centre keel 1 is fixed on the beam slab of building structure by angle sign indicating number 6 and expansion bolt, at the bottom of the upper end of centre keel 1 places ceiling beam slab 7 plates, the lower end places on the beam slab of ground.Horizontal keel 2 are connected with centre keel by angle sign indicating number and bolt.Composite light precast plate wallboard 3 is fixed in (see figure 2) on centre keel 1 and the horizontal keel 2 by row's steel row nail, the tapping screw 16 at edges of boards.Two panels--be provided with cotton 10 (see figure 3)s of sound-insulating between the light-weight precast slab wallboard 3.
The shape of cross section of centre keel 1, horizontal keel 2 is I-shaped, when comparing the same scale of construction with the square-section, shows that as calculated the rod member of this section form has better stress performance; Arrangement of steel wires 11 (seeing Fig. 5, Fig. 6, Fig. 7) in the horizontal, vertical keel.Horizontal keel 4 near building structure beam slab 7 (at the bottom of the upper plate, lower plate end face position) are fixed on the beam slab by nailing, expansion bolt 5, and its cross section is a rectangle.
Every adjacent two panels are to piece together mutually for close joint between the composite light precast plate wallboard 3, be provided with in the piece one deck add glue mud cream with the two boards bonding firmly, one deck is set on the keel face simultaneously adds glue mud cream and bond firm by thistle board and keel.The steel row nail 16 that on composite light precast plate wallboard 3, links this wallboard and prefabricated light weight aggregate concrete keel 1 every certain pitch arrangement.
Preformed hole 8 is arranged on light weight aggregate concrete centre keel 1, and water power line, grid line spool pass (see figure 2) from preformed hole 8.The some holes of same reservation are passed for vertical spool on the horizontal keel.
The structure of composite light precast plate wallboard 3 has two kinds:
Scheme one: layer glass fibrous mesh cloth cement plate or calcium silicates panel or glass magnesium plate panel 13 therebetween one deck perlite central layers 12 (see figure 8)s.This kind composite plate has the premium properties of waterproof, thermal insulation, is mainly used in exterior wall.
Scheme two: fiberglass gridding cloth 14 adds cement perlite plate 15, and through plant equipment compacting compression moulding, promptly two-layer glass/glass fibrous mesh cloth is made surface layer therebetween one deck cement perlite central layer (see figure 9).This plate is mainly used in the internal partition wall panel.
Claims (7)
1. the utility model gently mixes keel thistle board body of wall mainly by prefabricated light weight aggregate concrete centre keel (1), horizontal keel (2), horizontal keel (4), composite light precast plate wallboard (3), angle sign indicating number (6) and expansion bolt, sound-insulating cotton (10) is formed, it is characterized in that: prefabricated light weight aggregate concrete centre keel (1) is fixed on the beam slab of building structure by angle sign indicating number (6) and expansion bolt, the upper end of centre keel (1) places at the bottom of ceiling beam slab (7) plate, the lower end places on the beam slab of ground, horizontal keel (2) are connected with centre keel by angle sign indicating number and bolt, composite light precast plate wallboard (3) is by the row's steel row nail at edges of boards, tapping screw (16) is fixed on centre keel (1) and the horizontal keel (2), two panels--be provided with sound-insulating cotton (10) between the light-weight precast slab wallboard (3).
2. according to the described body of wall of claim 1, it is characterized in that: the shape of cross section of centre keel (1), horizontal keel (2) is I-shaped, arrangement of steel wires (11) in the horizontal, vertical keel; Horizontal keel (4) near building structure beam slab (7) are fixed on the beam slab by nailing, expansion bolt (5), and its cross section is a rectangle.
3. according to the described body of wall of claim 1, it is characterized in that: every adjacent two panels are to piece together mutually for close joint between the composite light precast plate wallboard (3), be provided with in the piece one deck add glue mud cream the two boards bonding is firm, one deck be set on the keel face add glue mud cream.
4. according to the described body of wall of claim 1, it is characterized in that: go up steel row nail, the tapping screw (16) that links this wallboard and prefabricated light weight aggregate concrete keel (1) every certain pitch arrangement at composite light precast plate wallboard (3).
5. according to the described body of wall of claim 2, it is characterized in that: be furnished with some preformed holes on the horizontal, vertical keel of light weight aggregate concrete, water power line, grid line spool pass from preformed hole.
6. according to the described body of wall of claim 1, it is characterized in that: the structure of composite light precast plate wallboard (3) is layer glass fibrous mesh cloth cement plate or calcium silicates panel or glass magnesium plate panel (13) therebetween one deck perlite central layer (12).
7. according to the described body of wall of claim 1, it is characterized in that: the another kind of structure of composite light precast plate wallboard (3) is that two-layer glass/glass fibrous mesh cloth is made surface layer therebetween one deck cement perlite central layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008201055887U CN201202189Y (en) | 2008-04-20 | 2008-04-20 | Light concrete keel light board wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008201055887U CN201202189Y (en) | 2008-04-20 | 2008-04-20 | Light concrete keel light board wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201202189Y true CN201202189Y (en) | 2009-03-04 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008201055887U Expired - Fee Related CN201202189Y (en) | 2008-04-20 | 2008-04-20 | Light concrete keel light board wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201202189Y (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101603340A (en) * | 2009-07-10 | 2009-12-16 | 中建三局东方装饰设计工程有限公司 | Installation process for autoclaved lightweight concrete board partition wall |
| CN102051923A (en) * | 2010-12-07 | 2011-05-11 | 北京城建建设工程有限公司 | Fireproofing retardant cement calcium silicate board insulating wall body and construction method thereof |
| CN102061750A (en) * | 2010-12-01 | 2011-05-18 | 天津华日阳光保温工程有限公司 | Template disassembly-free pouring polyurethane external wall heat insulation system |
| CN102061752A (en) * | 2010-11-26 | 2011-05-18 | 宝业集团浙江建设产业研究院有限公司 | External heat insulation composite external wall |
| CN103866877A (en) * | 2012-12-11 | 2014-06-18 | 中建四局第三建筑工程有限公司 | Connecting method and structure of masonry wall and shear wall |
| CN105672595A (en) * | 2016-01-22 | 2016-06-15 | 卓达新材料科技集团有限公司 | Construction method of glass magnesium board |
| CN110130546A (en) * | 2018-02-08 | 2019-08-16 | 杨立峰 | A kind of assembled anti-knock internal partition wall and its installation method |
| CN110924622A (en) * | 2019-12-30 | 2020-03-27 | 浙江华汇装饰工程股份有限公司 | Installation method of nail-free installed keel-containing floor system |
-
2008
- 2008-04-20 CN CNU2008201055887U patent/CN201202189Y/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101603340A (en) * | 2009-07-10 | 2009-12-16 | 中建三局东方装饰设计工程有限公司 | Installation process for autoclaved lightweight concrete board partition wall |
| CN102061752A (en) * | 2010-11-26 | 2011-05-18 | 宝业集团浙江建设产业研究院有限公司 | External heat insulation composite external wall |
| CN102061750A (en) * | 2010-12-01 | 2011-05-18 | 天津华日阳光保温工程有限公司 | Template disassembly-free pouring polyurethane external wall heat insulation system |
| CN102051923A (en) * | 2010-12-07 | 2011-05-11 | 北京城建建设工程有限公司 | Fireproofing retardant cement calcium silicate board insulating wall body and construction method thereof |
| CN103866877A (en) * | 2012-12-11 | 2014-06-18 | 中建四局第三建筑工程有限公司 | Connecting method and structure of masonry wall and shear wall |
| CN105672595A (en) * | 2016-01-22 | 2016-06-15 | 卓达新材料科技集团有限公司 | Construction method of glass magnesium board |
| CN110130546A (en) * | 2018-02-08 | 2019-08-16 | 杨立峰 | A kind of assembled anti-knock internal partition wall and its installation method |
| CN110924622A (en) * | 2019-12-30 | 2020-03-27 | 浙江华汇装饰工程股份有限公司 | Installation method of nail-free installed keel-containing floor system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20090213 Address after: Longgang District of Shenzhen City, Guangdong Province, Buji baihexingcheng, C-906, zip code: 518112 Patentee after: Liu Dongxuan Address before: Longgang District of Shenzhen City, Guangdong Province, Buji street baihexingcheng, room C-906, zip code: 518112 Patentee before: Shenzhen Xuanchuang Technology Co., Ltd. |
|
| ASS | Succession or assignment of patent right |
Owner name: LIU DONGXUAN Free format text: FORMER OWNER: SHENZHEN CITY XUANCHUANG TECHNOLOGY CO., LTD. Effective date: 20090213 |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090304 Termination date: 20130420 |