CN204510524U - A kind of steam pressure sand aerated concrete block combination masonry panel - Google Patents
A kind of steam pressure sand aerated concrete block combination masonry panel Download PDFInfo
- Publication number
- CN204510524U CN204510524U CN201520086622.0U CN201520086622U CN204510524U CN 204510524 U CN204510524 U CN 204510524U CN 201520086622 U CN201520086622 U CN 201520086622U CN 204510524 U CN204510524 U CN 204510524U
- Authority
- CN
- China
- Prior art keywords
- concrete block
- building block
- wall
- masonry
- block
- 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.)
- Active
Links
Landscapes
- Retaining Walls (AREA)
Abstract
The utility model relates to a kind of steam pressure sand aerated concrete block combination masonry panel, formed by polylith concrete block masonry, building block comprises the first building block and the second building block, first, second building block is steam pressure sand aerated concrete block, first, the length of the second building block, high, thick is L respectively, H, B, the left side of the first building block and right side are respectively provided with a breach in cuboid, two breach lay respectively at two diagonal angles place of the first building block, the concrete block identical with breach size is provided with in breach, the length of concrete block, high, thickly be respectively h, h, b, be provided with between concrete block and the first building block that steam pressure sand aerated concrete block is special builds putty layer by laying bricks or stones, first building block, the odd number skin masonry of body of wall is built in second building block respectively by laying bricks or stones, even number skin masonry.Controlled, the sound construction of the utility model distortion, body of wall is not easy to crack, hollowing, good water-proof effect, freely can carry out loading, slot, punch, plaster and the constructing operation such as furring brick, easy to maintenance, durable in use.
Description
Technical field
The utility model relates to building construction field, particularly relates to a kind of steam pressure sand aerated concrete block combination masonry panel.
Background technology
Steam pressure sand aerated concrete block (Autoclaved aerated concrete block), also known as AAC building block, by quartz sand, lime, the block air-setting materials for wall of micropore that cement and aluminium powder (blowing agent) are made through a series of production technology, it has from heavy and light, easy cutting, thermal insulation, sound absorption sound insulation, the plurality of advantages such as antidetonation fire prevention, the body of wall requirement of different energy conservation object in construction work can be met, but because steam pressure sand aerated concrete block self-strength is not high, water funk, meet water bulking and intensity reduction, shrink larger, steam pressure sand aerated concrete block is made in use to expose some ubiquitous problems, as there is easy to leak by the body of wall of this concrete block masonry, bulking, the common fault that masonry is easy to crack, the easy hollowing of floated coat on surface, come off, AAC blockwork is caused freely not load, fluting, punch, plaster and furring brick, have a strong impact in building, the construction of exterior wall finish layer and durability.
Summary of the invention
The utility model mainly solves original steam pressure sand aerated concrete block masonry panel easy to leak, bulking, cracking, surface the easy hollowing of floated coat, come off, cause body of wall freely not load, slot, punch, plaster and furring brick, have a strong impact on the construction of building inner, external wall finish coat and the technical problem of body of wall durability; A kind of steam pressure sand aerated concrete block is provided to combine masonry panel, its surface strength is high, good water-proof effect, the constructing operation such as freely can carry out loading, slot, punch, plaster, body of wall is not easy to crack, surface floated coat not easily hollowing, come off, be convenient to the construction of building inner, external wall finish coat, body of wall is not only easily safeguarded but also durable in use.
Above-mentioned technical problem of the present utility model is mainly solved by following technical proposals: steam pressure sand aerated concrete block combination masonry panel of the present utility model, formed by polylith concrete block masonry, described building block comprises the first building block, first building block is steam pressure sand aerated concrete block, the length of the first described building block, high, thickly be respectively L, H, B, the left side of the first building block and right side are respectively provided with a breach in cuboid, two breach lay respectively at two diagonal angles place of the first described building block, the concrete block identical with breach size is provided with in breach, the length of concrete block, high, thickly be respectively h, h, b, be provided with between concrete block and the first described building block that steam pressure sand aerated concrete block is special builds putty layer by laying bricks or stones.First building block and concrete block, respectively prefabricated in advance, then when masonry panel by concrete block setting-in, be filled in the breach of the first building block, and smear at both interface places that steam pressure sand aerated concrete block is special builds putty by laying bricks or stones.Concrete block can load, slots, punch, also can iron wire hanging net film.After building wall completes, brushing interfacial agents immediately, effectively prevents bricklaying surface hollowing.The utility model is formed and freely loads wall, and body of wall is not easy to crack, the floated coat on surface not easily hollowing, come off, improve surface strength and waterproof effect.
As preferably, described building block comprises the second building block, and the second building block is steam pressure sand aerated concrete block, the length of the second described building block, height, is thickly also respectively L, H, B; Described the first concrete block masonry being provided with concrete block becomes the odd number skin masonry of body of wall, and the second described concrete block masonry becomes the even number skin masonry of body of wall.Second building block is the steam pressure sand aerated concrete block that block is complete, does not have breach, does not need to fill with concrete block.Guarantee on the body of wall that lays, the spacing of two laterally adjacent block concrete blocks, the spacing of two longitudinally adjacent block concrete blocks meet certain distance requirement, make two longitudinally adjacent, laterally adjacent block concrete blocks from be not too close to neither be too far away, both the original characteristic of steam pressure sand aerated concrete wall had been ensured, constructing operation such as freely can loading as required again, slot, punch.
As preferably, by each skin masonry of described concrete block masonry, the building block being positioned at odd number skin masonry left end is non-standard building block, and the building block being positioned at even number skin masonry right-hand member is non-standard building block.Non-standard building block on odd number skin, even number skin masonry is positioned at phase heterodoxy, guarantees that body of wall is more firm.
As preferably, be provided with some constructional columns in described body of wall, be provided with many tension ribs from top to bottom between body of wall and constructional column, arrange the tension rib described in every two skin masonries, tension rib one end is stretched in constructional column, and the tension rib other end stretches in body of wall.The interface brush special-purpose water-proof interfacial agents in advance of AAC building block and constructional column, then adopts the special putty of building by laying bricks or stones of AAC building block to build by laying bricks or stones.In body of wall, setting up appropriate constructional column, preventing AAC blockwork from causing excessive moisture expansion and drying shrinkage distortion drawing crack metope because intaking.Many tension ribs are spaced apart along body of wall overall height, improve the connection fastness between body of wall and constructional column.
As preferably, be provided with a skin oblique top brickwork between at the bottom of the top one skin masonry of described body of wall and beam, oblique top brick adopts shale oblique top brick.After building wall is good, the interfacial agents of brushing immediately is brushed to the interface of building block and shale oblique top brick always.Adopt oblique top brickwork skill, not only strengthen interface waterproof and sound construction degree, also improve and build efficiency by laying bricks or stones.
As preferably, the surface of wall of described concrete block masonry is provided with interface agent layer, is paved with galvanized steel wire netting outside interface agent layer, anchors into crab-bolt in described concrete block, and described galvanized steel wire netting is fixed in crab-bolt, is provided with polymer mortar layer outside galvanized steel wire netting.After building wall is good, immediately at the interface agent layer of surface of wall brushing waterproof, prevent blockwork whitewash cause rain and drench.Then the concrete block that chosen position is suitable as required, anchors into crab-bolt in concrete block, is fixed on by galvanized steel wire netting in crab-bolt, make to be paved with galvanized steel wire netting outside interface agent layer, finally levelling at galvanized steel wire netting exterior plaster polymer mortar layer.The technical program forms wire gauze rendering layer and interfacial agents twice waterproofing course on AAC blockwork surface, even if interface agent layer damages, has water, due to the existence of wire gauze rendering layer, also will delay peeling off of wall plastering layer to a certain extent in body of wall.Improve surface of wall intensity and waterproof effect, body of wall is not easy to crack, the floated coat on surface not easily hollowing, come off, be convenient to the construction of building inner, external wall finish coat, not only easily maintenance but also durable in use.
As preferably, described L=600mm, H=250mm, B=240mm, when described body of wall is as exterior wall, described h=100mm, b=100mm, described concrete block is C20 plain concrete block.The body of wall that the technical program is built by laying bricks or stones is useful in the exterior wall of building.
As preferably, described L=600mm, H=250mm, B=240mm, when described body of wall is as interior wall, described h=100mm, b=240mm, described concrete block is C20 plain concrete block.The body of wall that the technical program is built by laying bricks or stones is useful in the interior wall of building.
As preferably, described body of wall upper box and pipeline concentrate the both sides at position to be provided with constructional column, body of wall between these two constructional columns is built by laying bricks or stones by shale brick and is formed, and be provided with a skin oblique top brickwork between topmost at the bottom of a skin shale brick masonry and beam, oblique top brick adopts shale oblique top brick.Concentrate pipeline on body of wall, have larger casing part, local adopts shale brick to build by laying bricks or stones, and both sides arrange constructional column, and the width of shale brick masonry is greater than casing width 100mm.Short fat wall length being less than to 600mm then replaces with shale brick body of wall.To the door and window hole being greater than 2 meters, both sides, hole arrange constructional column.Whitewash after having constructed with putty, the position of pre-buried concrete block, casing and pipeline should be indicated at metope, to facilitate finishing perforate, displacement and loading etc.
The beneficial effects of the utility model are: be out of shape controlled, sound construction, energy-saving material-saving, and easy construction, convenient operation, surface of wall intensity is high, good water-proof effect, and freely can carry out loading, slot, punch, plaster and the constructing operation such as furring brick, body of wall is not easy to crack, surface floated coat not easily hollowing, come off, be convenient to the construction of building inner, external wall finish coat, easy to maintenance, durable in use.
Accompanying drawing explanation
Fig. 1 is the main TV structure schematic diagram of one of the present utility model.
Fig. 2 is a kind of stereo decomposing structural representation of the first building block and concrete block in the utility model.
Fig. 3 is the another kind of stereo decomposing structural representation of the first building block and concrete block in the utility model.
Fig. 4 is a kind of broken section structural representation of the utility model sectional horizontal.
Fig. 5 is that the utility model is from top to bottom and from a kind of sectional structure schematic diagram of inner outside oblique cutting.
1. first building blocks, 2. the second building block, 3. breach in figure, 4. concrete block, 5. non-standard building block, 6. constructional column, 7. tension rib, 8. at the bottom of beam, 9. oblique top brick, 10. interface agent layer, 11. galvanized steel wire nettings, 12. crab-bolts, 13. polymer mortar layers, 14. casings and pipeline concentrate position, 15. shale bricks, 16. face bricks.
Detailed description of the invention
Below by embodiment, and by reference to the accompanying drawings, the technical solution of the utility model is described in further detail.
Embodiment 1: a kind of steam pressure sand aerated concrete block combination masonry panel of the present embodiment, as exterior wall, formed by polylith concrete block masonry, as shown in Figure 1, building block comprises the first building block 1 and the second building block 2, first building block 1 and the second building block 2 are steam pressure sand aerated concrete block, the length of the first building block, high, thickly be respectively 600mm, 250mm, 240mm, the length of the second building block, high, thickly also be respectively 600mm, 250mm, 240mm, as shown in Figure 2, respectively there is a breach 3 in cuboid on the left side of the first building block 1 and right side, two breach 3 lay respectively at two diagonal angles place of the first building block 1, the concrete block 4 identical with breach 3 size is embedded with in breach 3, the length of concrete block 4, high, thickly be respectively 100mm, 100mm, 100mm, concrete block 4 is C20 plain concrete block, scribble between concrete block 4 and the first building block 1 that steam pressure sand aerated concrete block is special builds putty layer by laying bricks or stones.With water-wet on the basal plane of body of wall, then pave by M7.5 cement mortar.As shown in Figure 1, the odd number skin masonry of body of wall is built by laying bricks or stones with the first building block 1 being embedded with concrete block 4, the even number skin masonry of body of wall is built by laying bricks or stones with the second building block 2, guarantees the spacing of two laterally adjacent block concrete blocks, the spacing of two longitudinally adjacent block concrete blocks is all roughly 500mm.The building block being positioned at odd number skin masonry left end is non-standard building block 5, and the building block being positioned at even number skin masonry right-hand member is non-standard building block 5.As required, construction of carrying out ahead of schedule in body of wall position has multiple constructional column 6, building wall is between adjacent two constructional columns, many tension ribs 7 are embedded with from top to bottom between body of wall and constructional column 6, every two skin masonries, a tension rib 7 is set, tension rib 7 one end is stretched in constructional column 6, and tension rib 7 other end stretches in body of wall.The AAC building block joined with constructional column, in advance brush special-purpose water-proof interfacial agents, then adopt the special putty of building by laying bricks or stones of AAC building block to build by laying bricks or stones.Built skin oblique top brick 9 masonry by laying bricks or stones between 8 at the bottom of the top one skin masonry of body of wall and beam, oblique top brick 9 adopts shale oblique top brick.Body of wall upper box and pipeline concentrate the both sides at position 14 also to build in advance constructional column 6, body of wall between these two constructional columns 6 is built by laying bricks or stones by shale brick 15 and is formed, topmost built skin oblique top brick 9 masonry by laying bricks or stones between 8 at the bottom of a skin shale brick masonry and beam, oblique top brick 9 adopts shale oblique top brick.As shown in Figure 4, Figure 5, after building wall is good, immediately at the interface agent layer 10 of surface of wall brushing waterproof, prevent blockwork whitewash cause rain and drench.Then the concrete block 4 that chosen position is suitable as required, crab-bolt 12 is anchored in concrete block, galvanized steel wire netting 11 is fixed in crab-bolt 12, make to be paved with galvanized steel wire netting 11 outside interface agent layer 10, last at galvanized steel wire netting 11 exterior plaster polymer mortar layer 13, after levelling, at topcoats such as its surface construction face brick 16, true mineral varnish.
Embodiment 2: a kind of steam pressure sand aerated concrete block combination masonry panel of the present embodiment, as interior wall, formed by polylith concrete block masonry, building block comprises the first building block 1 and the second building block 2, the length of the first building block 1, high, thickly be respectively 600mm, 250mm, 240mm, the length of the second building block, high, thickly also be respectively 600mm, 250mm, 240mm, as shown in Figure 3, respectively there is a breach 3 in cuboid on the left side of the first building block 1 and right side, two breach are that diagonally opposing corner is symmetrical arranged, a breach is positioned at the upper left quarter of the first building block, another breach is positioned at the right lower quadrant of the first building block, the concrete block 4 identical with breach 3 size is embedded with in breach 3, the length of concrete block 4, high, thickly be respectively 100mm, 100mm, 240mm, concrete block 4 is C20 plain concrete block, scribble between concrete block 4 and the first building block 1 that steam pressure sand aerated concrete block is special builds putty layer by laying bricks or stones.All the other structures are with embodiment 1.
In the utility model, AAC building block and concrete block, prefabricated in advance, on-the-spot filling.Shale brick is standard shale brick.Polymer mortar be 1: 3 cement mortar add the acrylic emulsion of 10% or 801 building adhesives of 15%.
Be mark with marked rod when building by laying bricks or stones, drawn levelling line, and build by laying bricks or stones according to arranging block figure from the two ends of both sides, corner, house and per pass wall.Before building the first skin building block of every floor by laying bricks or stones, should first use water-wet basal plane, then pave by M7.5 cement mortar; From the second skin building block, adhesive special is all used to build by laying bricks or stones.Before building block is placed, all scrape in the bottom surface of building block and concrete block and two ends and smear adhesive special, after building block is placed, correct the horizontal and vertical degree of building block with spirit level, rubber hammer.Build by laying bricks or stones and must adopt adhesive special.Cementing agent should use electric tools to stir, and mixing time must not be less than 150 seconds, must with mix with, should be finished in 2 hours.When environment temperature is lower than 5 DEG C, should add antifreezing agent can construct.Cutting building block should use portable facility or other plant equipment, forbids to adopt the building block of grey cutter impact cutting.AAC building block is cut into dry working system, forbids to cut after watering again, prevents building block from causing shrinkage cracking because of water suction.When stopping building, a highest skin building block one skin float block bears down on one, and makes building block and mortar bonding fully, day block highly should not be greater than 1.6m, within second day, again float block is taken away when continuing to build by laying bricks or stones.Building block horizontal mortar joint application batch cutter is evenly scraped and is smeared adhesive special to hypodermis block surfaces; The vertical mortar seam of building block first can be scraped and smear adhesive special and building block side and go up wall again and build by laying bricks or stones.Horizontal joint cementing agent plumpness is not less than 90%, and vertical lap seam cementing agent plumpness is not less than 80%.And in time the cementing agent extruded is removed clean, accomplish that gray seam thickness should be 2 ~ 3mm with block with jointing.Masonry corner and junction should be built by laying bricks or stones simultaneously, establish interim discontinuities, should be built into oblique raft to can not build by laying bricks or stones and must stay simultaneously, and oblique raft horizontal projection length should not be less than 2/3 of height.When connecing raft, first should clear up Cha Kou, then smear adhesive special and connect block.On block, the building block of wall should not moved arbitrarily or be impacted.Correct if need, again should spread and smear adhesive special and build by laying bricks or stones.The masonry surface of having built by laying bricks or stones should be smooth, otherwise need polish by matte board, and smear the cementing agent at level, vertical mortar seam place after cleaning out with hairbrush again.Wall top and the oblique top brick at the bottom of beam should carry out after building wall completes 15 days.
On wall cavity need blocking time, apply through cutting deformed block and dedicated mortar cram, not handy other materials (as brickbat, plain concrete or ordinary mortar etc.) is crammed.Wall pipeline fluting will ensure the stability and security of body of wall.Pipeline fluting must reach after some strength (reaching 75% until body of wall binding strength) can carry out until body of wall, first snap the line, rear fluting.During fluting, light-weight electric cutting machine should be used and be aided with and manual engrave groove device, during raggle and metope angle must not be greater than 45 degree, the degree of depth of fluting is no more than 1/3 of wall thickness.Groove application 1: 3 cement mortar after laying the line is tamped (groove surfaces brushing one deck adhesive special), than metope nick 2mm, then fills with adhesive special, pastes outward be more than or equal to the wide alkali-proof glass fiber mesh of 200mm along flute length.Various reserving holes, chase, junction box etc. on body of wall should tamp closed after mounting with homogeneous material, its match ratio is cement: lime putty: broken end=1 of sand aerated blocks: 1: 3.When masonry is offered chase, level must not be greater than 1/4 wall thickness to engraving groove total depth, vertically engraves groove total depth and must not be greater than 1/3 wall thickness.Avoid intersecting fluting, double surface grooving (double surface grooving comprises obverse and reverse fluting) as far as possible.As intersect fluting, double surface grooving time, the position of double surface grooving (obverse and reverse fluting) should be made at a distance of at least more than 500mm.
After concrete block masonry completes, must brushing interfacial agents immediately, prevent blockwork to be subject to drenching with rain wet before whitewashing.The nethike embrane construction of blockwork surface, should fix wire gauze by crab-bolt, then whitewash polymer mortar and levelling, finally at topcoats such as its surface construction face brick, true mineral varnish on concrete block.Rendering layer surface should use marking pen to indicate concrete block position, is convenient to load and perforate.To turn on the aircondition hole at metope, then should outdoor toward indoor perforate, on 100 × 100 concrete blocks, opening diameter should not be greater than 50mm.Load fixed support on the wall, should be fixing on the concrete block indicated, the bearing capacity of support has certain limit value.
The utility model adopts AAC building block, shale brick, C20 plain concrete block to mix wall construction, by embedding C20 plain concrete block in AAC building block, freely to carry out loading, to slot, to punch, to plaster and the constructing operation such as furring brick.Concentrate place at casing and pipeline, and the short-limb wall place being less than 600mm arranges constructional column and shale brick, at random to adapt to metope large area fluting, embedded box or pipeline.Increase layer of steel wire net waterproof nethike embrane at surface of wall, greatly reduce hidden leakage defect, strengthen the rigidity of structure of body of wall.The utility model distortion controlled, sound construction, energy-saving material-saving, and easy construction, convenient operation, surface of wall intensity is high, good water-proof effect, and body of wall is not easy to crack, surface floated coat not easily hollowing, come off, be convenient to the construction of building inner, external wall finish coat, easy to maintenance, durable in use.The utility model is applicable to all low layers, multilayer, the high-rise indoor and outdoor body of wall that use AAC building block, does not need the equipment room of load-bearing, vaporium body of wall, is particularly useful for the building that power conservation requirement is higher.
Claims (9)
1. a steam pressure sand aerated concrete block combination masonry panel, formed by polylith concrete block masonry, it is characterized in that described building block comprises the first building block (1), first building block (1) is steam pressure sand aerated concrete block, the length of described the first building block (1), high, thickly be respectively L, H, B, the left side of the first building block (1) and right side are respectively provided with a breach (3) in cuboid, two breach (3) lay respectively at two diagonal angles place of described the first building block (1), the concrete block (4) identical with breach (3) size is provided with in breach (3), the length of concrete block (4), high, thickly be respectively h, h, b, be provided with between concrete block (4) and described the first building block (1) that steam pressure sand aerated concrete block is special builds putty layer by laying bricks or stones.
2. a kind of steam pressure sand aerated concrete block combination masonry panel according to claim 1, it is characterized in that described building block comprises the second building block (2), second building block (2) is steam pressure sand aerated concrete block, the length of described the second building block (2), height, is thickly also respectively L, H, B; The odd number skin masonry of body of wall is built in described the first building block (1) being provided with concrete block (4) by laying bricks or stones, and the even number skin masonry of body of wall is built in described the second building block (2) by laying bricks or stones.
3. a kind of steam pressure sand aerated concrete block combination masonry panel according to claim 1, it is characterized in that by each skin masonry of described concrete block masonry, the building block being positioned at odd number skin masonry left end is non-standard building block (5), and the building block being positioned at even number skin masonry right-hand member is non-standard building block (5).
4. a kind of steam pressure sand aerated concrete block combination masonry panel according to claim 1, it is characterized in that in described body of wall, being provided with some constructional columns (6), many tension ribs (7) are provided with from top to bottom between body of wall and constructional column (6), every two skin masonries, the tension rib (7) described in is set, tension rib (7) one end is stretched in constructional column (6), and tension rib (7) other end stretches in body of wall.
5. a kind of steam pressure sand aerated concrete block combination masonry panel according to claim 1, it is characterized in that being provided with skin oblique top brick (9) masonry between (8) at the bottom of the top one skin masonry of described body of wall and beam, oblique top brick (9) adopts shale oblique top brick.
6. a kind of steam pressure sand aerated concrete block combination masonry panel according to claim 1 or 2 or 3 or 4 or 5, it is characterized in that the surface of wall of described concrete block masonry is provided with interface agent layer (10), galvanized steel wire netting (11) is paved with outside interface agent layer (10), crab-bolt (12) is anchored in described concrete block (4), described galvanized steel wire netting (11) is fixed in crab-bolt (12), is provided with polymer mortar layer (13) outside galvanized steel wire netting (11).
7. a kind of steam pressure sand aerated concrete block combination masonry panel according to claim 1 or 2 or 3 or 4 or 5, it is characterized in that described L=600mm, H=250mm, B=240mm, when described body of wall is as exterior wall, described h=100mm, b=100mm, described concrete block (4) is C20 plain concrete block.
8. a kind of steam pressure sand aerated concrete block combination masonry panel according to claim 1 or 2 or 3 or 4 or 5, it is characterized in that described L=600mm, H=250mm, B=240mm, when described body of wall is as interior wall, described h=100mm, b=240mm, described concrete block (4) is C20 plain concrete block.
9. a kind of steam pressure sand aerated concrete block combination masonry panel according to claim 1 or 2 or 3 or 4 or 5, it is characterized in that described body of wall upper box and pipeline concentrate the both sides at position (14) to be provided with constructional column (6), body of wall between these two constructional columns (6) is built by laying bricks or stones by shale brick (15) and is formed, topmost be provided with skin oblique top brick (9) masonry between (8) at the bottom of a skin shale brick masonry and beam, oblique top brick (9) adopts shale oblique top brick.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520086622.0U CN204510524U (en) | 2015-02-06 | 2015-02-06 | A kind of steam pressure sand aerated concrete block combination masonry panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520086622.0U CN204510524U (en) | 2015-02-06 | 2015-02-06 | A kind of steam pressure sand aerated concrete block combination masonry panel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204510524U true CN204510524U (en) | 2015-07-29 |
Family
ID=53708516
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520086622.0U Active CN204510524U (en) | 2015-02-06 | 2015-02-06 | A kind of steam pressure sand aerated concrete block combination masonry panel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204510524U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106869502A (en) * | 2017-04-20 | 2017-06-20 | 中铁七局集团第四工程有限公司 | The accurate building block method for controlling crack of steam pressure sand aerated concrete |
-
2015
- 2015-02-06 CN CN201520086622.0U patent/CN204510524U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106869502A (en) * | 2017-04-20 | 2017-06-20 | 中铁七局集团第四工程有限公司 | The accurate building block method for controlling crack of steam pressure sand aerated concrete |
| CN106869502B (en) * | 2017-04-20 | 2019-04-26 | 中铁七局集团第四工程有限公司 | The accurate building block method for controlling crack of steam pressure sand aerated concrete |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104314204B (en) | Non-form stripping lightweight internal partition board and overall grouting construction method thereof | |
| CN104018598B (en) | A kind of external wall structure and construction installation method | |
| CN104358341B (en) | Building brickwork and masonry construction method of building brickwork | |
| CN103938764B (en) | The rapid constructing method of indoor secondary light partition wall and this partition wall | |
| CN104746772B (en) | Ash concrete hollow partition board anti-cracking construction method | |
| CN102808513B (en) | Crack controlling construction method for lightweight wall | |
| CN106284706A (en) | The construction method of external wall outer insulation rock cotton board | |
| CN103643754B (en) | The waterproof treatment structure of building wall body interface seam crossing and processing method | |
| CN104831837B (en) | The rapid constructing method of indoor seamless spliced secondary light partition wall system and partition wall | |
| CN104695706B (en) | AAC building block freely loads wall construction | |
| CN106121231A (en) | A kind of skyscraper interts cross construction method | |
| CN211229052U (en) | Hoist and mount ALC wallboard with outer wall tile structure | |
| CN106013509A (en) | Dry-method construction method for high-performance autolaved aerated concrete block wall | |
| CN113775081B (en) | Construction method of inner and outer leaf composite wall body of archaize building | |
| CN102352660A (en) | Gypsum block masonry and construction method thereof | |
| CN102505762A (en) | Sand aerated concrete heat-insulation block outer wall outer heat-insulation system and construction method thereof | |
| CN108130992A (en) | Rubble plate, styrofoam and porous brick compound thermal-insulating decorative external wall construction engineering method | |
| CN107761968A (en) | Exterior wall internal insulation mortar joins position construction method | |
| CN204662719U (en) | A kind of indoor seamless spliced secondary light partition wall system | |
| CN204510524U (en) | A kind of steam pressure sand aerated concrete block combination masonry panel | |
| CN208996333U (en) | A kind of inverted roof balcony node waterproof structure | |
| CN102182323A (en) | Process for dry laying of autoclaved aerated concrete blocks in low-latitude plateaus | |
| CN104763158A (en) | Joggle joint type lightweight aggregate interlocking block construction method | |
| CN113530124B (en) | Construction method for preventing water-blocking wet plaster inside and outside volcanic rocks on wall surface | |
| CN113882562A (en) | Construction method of special-shaped double-sided wood grain fair-faced concrete wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |