CN102352660A - Gypsum block masonry and construction method thereof - Google Patents
Gypsum block masonry and construction method thereof Download PDFInfo
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- CN102352660A CN102352660A CN2011101482582A CN201110148258A CN102352660A CN 102352660 A CN102352660 A CN 102352660A CN 2011101482582 A CN2011101482582 A CN 2011101482582A CN 201110148258 A CN201110148258 A CN 201110148258A CN 102352660 A CN102352660 A CN 102352660A
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Abstract
The invention discloses a construction technology for gypsum block masonry. The gypsum block masonry has a simple structure and attractive appearance, is convenient to construct, environment-friendly, fire-resistant and quake-proof, and saves manufacturing cost. The construction technology comprises masonry of the gypsum block masonry and construction of decorative layers. The invention has the technical key point that: a wall cushion is arranged on the lower part of the gypsum block masonry; gypsum blocks of the gypsum block masonry are in lap joint with one another in an up-and-down staggered mode and are constructed by using binding slurry; the gypsum block masonry is provided with tie bars equidistantly on each gypsum block along a main body structural column or a wall height direction; and the tie bars extend into the masonry. By the construction technology for the gypsum block masonry, the technical problems of low efficiency, long construction period, large pollution, large occupied space of heavy walls and non-low-carbon and non-environment-friendly building materials in the traditional partition wall construction technology are solved.
Description
Technical field
The present invention relates to a kind of body of wall and construction technology thereof, particularly relate to a kind of gypsum block masonry and job practices thereof.
Background technology
Along with the develop rapidly of building trade, there are many defectives in traditional body of wall and construction technology thereof, and traditional body of wall is heavy, and it is big to take up space, and building materials are low-carbon environment-friendly not, and the construction technology efficiency of construction is low, long in time limit, pollution is big.
Summary of the invention
Technical problem to be solved by this invention has provided a kind of simple in structure, easy construction, environmental protection, fire-resistant antidetonation, good looking appearance, the gypsum block masonry and the job practices thereof of saving cost.
For solving the problems of the technologies described above; The invention provides a kind of gypsum block masonry and job practices thereof; The gypsum block masonry; Comprise gypsum block and bonding slurry; Said gypsum block moisture content is not higher than 8%; Said gypsum block masonry bottom is provided with the wall pad; Said wall bed hedgehopping degree is not less than 200mm; Thickness lacks 10mm than said gypsum block masonry; The gypsum block of said gypsum block masonry overlaps with fissure of displacement mode up and down; Using bonding to grout builds; Lap length is not less than 1/3 of gypsum block length; Tongue-and-groove is downward; The gypsum block length direction is parallel with wall direction; Said masonry corner; The T-shaped wall; Cross wall connecting portion overlaps up and down stings block; Said masonry is established equidistant tension rib along agent structure post or the every skin gypsum block of wall short transverse; Said tension rib stretches in the masonry; Said bonding slurry is gypsum base bonding slurry or cement based bonding slurry; Said gypsum block masonry outside is provided with enhancement layer from the inside to the outside successively; The interfacial agents layer; Waterproofing course and decorative layer, said enhancement layer is for completely pasting the plastic-coated glass fiber reticular cloth or completely spreading galvanized steel wire netting.
Said gypsum block masonry top is provided with foam crosslinked polyethylene layer; Said foam crosslinked polyethylene layer thickness is 10～15mm; Width lacks 10mm than the thickness of said gypsum block masonry, and said foam crosslinked polyethylene layer is connected with agent structure beam or top board through the bonding slurry.
Said gypsum block masonry top is provided with anticorrosion timber wedge; At least be provided with a secondary anticorrosion timber wedge in the every gypsum block; Said anticorrosion timber wedge is connected with agent structure beam or top board; Thickness is 20～25mm, is connected through bonding slurry filleting between said gypsum block masonry, anticorrosion timber wedge and agent structure beam or top board.
Be provided with anticorrosion timber compoment between said gypsum block masonry and agent structure post or wall; Be covered with the bonding slurry in the said gypsum block section groove; And block anticorrosion timber compoment through gypsum block section groove; Said anticorrosion timber compoment is fixed on agent structure post or the wall with steel nail, and said steel nail spacing must not be greater than 500mm.
Said gypsum block masonry is established 2 ф, 6 tension ribs along agent structure post or the every skin of wall short transverse; Said tension rib stretch into length in the gypsum block masonry be not less than wall long 1/5 and be not less than 700mm, said tension rib is immersed in the bonding slurry of horizontal mortar joint fully.
Said gypsum block masonry is built into horse tooth trough by laying bricks or stones and is connected with the fluid concrete constructional column, and said gypsum block masonry and fluid concrete constructional column intersection are established 2 ф, 6 tension ribs along the every skin gypsum block of short transverse, and said tension rib stretches in the masonry.
Said gypsum block masonry is provided with window opening and door opening; Gypsum block masonry hole around the window opening in the 200mm scope partly adopts bonding gypsum to tamp, and is provided with the reinforced concrete frame that is not less than 100mm with masonry stack pile, width around door opening and the width window opening mouth greater than 1500mm.
Bury pipeline underground in the said gypsum block masonry, the degree of depth that said pipeline surface is imbedded within the walls is not less than 4mm, blocks mutually with the gypsum block masonry, adopts the bonding slurry to tamp and mends flat chase, and stick on the plastic-coated glass fiber reticular cloth.
The seam crossing harmonizing yinyang angular position of said gypsum block masonry and different materials is overlapped by plastic-coated glass fiber reticular cloth reinforcing band; The lap width of said plastic-coated glass fiber reticular cloth reinforcing band and matrix material is not less than 150mm, and lap width is not less than 50mm between the plastic-coated glass fiber reticular cloth.
The job practices of gypsum block masonry comprises following construction sequence:
Step 5, structure door and window hole frame; The hole part of the gypsum block masonry around the window opening mouth in the 200mm scope should adopt bonding gypsum to tamp; Door opening and width should add the reinforced concrete frame that is not less than 100mm with wall stack pile, width greater than the window opening mouth of 1500mm; Treat that masonry bonding slurry reaches after the requirement of strength with the professional utensil masonry of slotting; Tamp benefit with the bonding slurry after the pipeline installation and put down, levelling around hole and the pipeline;
Before the construction of step 6, decorative layer, enhancement layer is set, the interfacial agents of constructing again layer, twice of Puttying subsequently or with the back construction waterproof layer of cement mortar bottoming, the architectural surface of constructing at last in the seam crossing harmonizing yinyang angular position of gypsum block masonry and different materials.
The invention has the beneficial effects as follows:
1, the present invention adopts gypsum block as building material, and the microcellular system that its structure is unique has respiratory function, humidity in the scalable room, environmental protection; And gypsum is a non-combustible component, and its fire endurance can reach 4h, is provided with tension rib in the masonry, effectively antidetonation.
2, the present invention adopts gypsum block as building material, and dimensional accuracy is high, and any surface finish is smooth, and four side tenon grooves cooperate accurate, and the construction accuracy is high; Gypsum block can be sawed, can dig, can be followed closely, and construction is simple efficient, and metope need not plastered, and body of wall does not have hollowing, cracking phenomena, and directly the Puttying finishing is practiced thrift cost, increases indoor effective usable floor area simultaneously, remarkable in economical benefits.
Description of drawings
Fig. 1 is a gypsum block masonry overall structure sketch map of the present invention;
Fig. 2 flexibly connects the construction sketch map for gypsum block masonry of the present invention and agent structure beam or top board;
Fig. 3 is gypsum block masonry of the present invention and agent structure beam or the top board construction sketch map that is rigidly connected;
Fig. 4 is gypsum block masonry of the present invention and agent structure post or the wall construction sketch map that is rigidly connected;
Fig. 5 is a gypsum block masonry constructional column construction sketch map of the present invention;
Fig. 6 is that gypsum block masonry jamb of the present invention is handled sketch map;
Fig. 7 is a gypsum block masonry horizontal direction cross-sectional view of the present invention;
The specific embodiment
Below in conjunction with accompanying drawing the present invention is done further explanation:
Should draw gypsum block plane, facade row piece figure according to the house design working drawing before the construction of gypsum block masonry.Should carry out fissure of displacement overlap joint according to the height of gypsum block specification, gray seam thickness and width, door and window hole size, lintel and horizontal binder, constructional column position, hole to be provided size etc. during arrangement arranges.When one of top or wall limit less than, gypsum block 1 can be cut and be sawn into needed specification, its minimum gauge size must not be less than 1/3 of monoblock.Before the gypsum block masonry is built by laying bricks or stones, should eject the body of wall position line according to working drawing, the place sets up marked rod at body of wall negative and positive angle, and the spacing of marked rod should not be greater than 15m.Should check basic unit before the gypsum block masonry is built by laying bricks or stones, its surface should be smooth, and the pollution foreign material must not be arranged, and the intensity of cast-in-place concrete wall pad should reach 1.2MPa.
As shown in Figure 1, gypsum block masonry bottom is provided with the wall pad 2 that highly is not less than 200mm, can be C20 cast-in-situ concrete or precast concrete or masonry walls pad, and wall pad 2 thickness are that wall thickness subtracts 10mm.Kitchen, washroom etc. have the room of waterproof requirement should adopt the cast-in-place concrete wall pad.When the gypsum block masonry was built by laying bricks or stones, gypsum block 1 is fissure of displacement overlap joint up and down, built by laying bricks or stones with bonding slurry 4, and lap length is not less than 1/3 of gypsum block 1 length, and the length direction of gypsum block 1 should be parallel consistent with wall direction, and tongue-and-groove is downward.Body of wall corner, T-shaped wall, cross wall connecting portion adopt to overlap up and down stings block.The corner of gypsum block masonry and junction should be built by laying bricks or stones simultaneously, and the interim discontinuities in that needs are kept somewhere should be built into oblique raft.When connecing raft, should clear up basal plane earlier, and should tamp bonding and starch 4, keep mortar joint straight, closely knit.The gypsum block masonry should be established 2 ф, 6 tension ribs along agent structure post or the every skin of wall short transverse, and tension rib should stretch in the masonry, stretches into the length in the masonry: when seismic fortification intensity be 6,7 when spending not should less than wall long 1/5 and be not less than 700mm; When seismic fortification intensity is that 8 tension ribs when spending should connect along the wall total length.The tension rib of building in the gypsum block masonry should be placed in the bonding slurry 4 of horizontal mortar joint, must not expose.
As shown in Figure 2, gypsum block masonry and agent structure beam or top board 3 adopts when flexibly connecting, and adopts bonding slurry 4 that the thick foam crosslinked polyethylene of 10～15mm band 5 is sticked on agent structure beam or the top board, and gypsum block 1 is built by laying bricks or stones to foam crosslinked polyethylene band 5; Foam crosslinked polyethylene band 5 width are that gypsum block masonry thickness deducts 10mm.
As shown in Figure 3; Gypsum block masonry and agent structure beam or top board 3 adopt when being rigidly connected; Masonry is built by laying bricks or stones to beam or top board bottom surface should keep somewhere 20～25mm gap; Squeezing into the thickness anticorrosion timber wedge 7 identical with gap length at gap location holds out against; Then with bonding slurry 4 embedding slits; Connect gypsum block masonry, anticorrosion timber wedge 7 and agent structure beam or top board, must not be less than a secondary anticorrosion timber wedge in the every gypsum block 1.
As shown in Figure 4; Gypsum block masonry and agent structure post or wall 8 adopt when being rigidly connected; With steel nail 9 anticorrosion timber compoment 10 is fixed on agent structure post or the wall 8 earlier; Steel nail 9 spacings must not be greater than 500mm; Should in gypsum block 1 section groove, be paved with bonding slurry 4 then; Block anticorrosion timber compoment 10 through gypsum block 1 groove, be connected with agent structure post or wall 8.
As shown in Figure 5, reinforced concrete structural column 11 is set on the gypsum block masonry, should be by assembling reinforcement, build masonry by laying bricks or stones, install template, the sequence of construction of concreting carries out.The gypsum block masonry is connected with reinforced concrete structural column 11 and is built into " gingival cyst of mucous gland in the newborn stranding "; Begin from every layer of suspension column; Step back the concavo-convex stranding mouth that forms 100mm earlier; In reinforced concrete structural column 11 and masonry junction; Should establish 2 ф, 6 tension ribs along the every skin gypsum block 1 of masonry short transverse, the length that every limit is stretched in the masonry should adhere to specification.Constructional column two side templates should be close to metope, and support should be firm, and plate must not stitch spillage.Reinforced concrete structural column 11 is before concreting, and the foreign material such as ash that masonry Cha Kou protrusion position and bottom should be landed are cleaned out, and should inject the 50mm solid cement mortar identical with concrete mix then earlier, again the segmentation concreting.Answer vibration compacting between the armpit of matrix Cha Kou and reinforced concrete structural column 11 tops and beam or top board.
As shown in Figure 6; The gypsum block masonry is provided with door and window; The hole part of the gypsum block masonry around the window opening mouth in the 200mm scope should adopt bonding slurry 4 to tamp, and door opening and width should add the reinforced concrete frame 12 that is not less than 100mm with masonry stack pile, width greater than the window opening mouth of 1500mm.If in the construction provisional construction hole need be set in masonry, its side should be less than 600mm apart from the wall end, and the gingival cyst of mucous gland in the newborn stranding should be kept somewhere in the hole, and top, hole should be provided with lintel.
Pipeline is set on the gypsum block masonry should treats to carry out after gypsum block masonry bonding slurry 4 reaches requirement of strength, bury pipeline underground and should use special grooving tool, must not strike cutter with manual work.The degree of depth that pipeline surface is imbedded in the masonry should be less than 4mm, and should be firmly fixed in gypsum block masonry card,
As shown in Figure 7, the gypsum block masonry is provided with enhancement layer 13, interfacial agents layer 14, waterproofing course 15 and decorative layer 16 from the inside to the outside successively.Before decorative layer 16 constructions, should clear up the floating ash in masonry surface, foreign material earlier, use 4 batches of embeddings of bonding slurry around equipment hole, the pipeline notch and wipe off.The seam crossing harmonizing yinyang angular position of gypsum block masonry and different materials should be adopted the bonding slurry to paste plastic-coated glass fiber reticular cloth reinforcing band 6 and handled; Plastic-coated glass fiber reticular cloth reinforcing band 6 should be less than 150mm with the lap width of each matrix material, and lap width must not be less than 50m between plastic-coated glass fiber reticular cloth reinforcing band.Before scraping wall surface putty, should once brush interfacial agents earlier, totally 3～5mm is thick completely to criticize gypsum putty two degree subsequently.The decorative layer 16 of constructing at last.Kitchen, washroom etc. are pasted the ceramic tile metope and should completely be pasted the plastic-coated glass fiber reticular cloth earlier or completely spread galvanized steel wire netting, are once brushing interfacial agents again, and cement mortar bottoming back construction waterproof layer 15 then, paste the ceramic tile surface layer at last.
Must not stay in the whole gypsum block masonry work progress and establish the scaffold eye; Gypsum block masonry moisture content is not higher than 8%, and building by laying bricks or stones highly of every day should not surpass 3m when adopting the gypsum base bonding to grout when building; Gypsum base bonding slurry should be finished using before initial set, must not continue after the sclerosis to use; Should not surpass 1.5m when adopting the cement based bonding to grout when building, the cement based bonding slurry mixing time is counted from having fed intake, and must not be less than 3min, should before initial set, finish using, as excreting water phenomenon occur, should before building by laying bricks or stones, stir once more.In the gypsum block masonry building process, the level of masonry and vertical mortar joint be should be horizontal flat, vertically, thickness is even, closely knit full.Baste must not appear; The thickness of horizontal mortar joint should be controlled at 8 ± 2mm with the width of vertical mortar joint; When building by laying bricks or stones; Bonding slurry 4 should be with building with the shop, and horizontal mortar joint should adopt shop slurry method to build by laying bricks or stones, and once slurry length in shop must not surpass the length of two gypsum blocks; The shop slurry should completely be spread; Perpends should adopt full shop end face method, with the planeness and the verticality of guiding ruler, spirit level and sash weight inspection, adjustment metope, must not after 4 initial sets of bonding slurry, beat correction at any time.After the gypsum block masonry is accomplished, with gypsum base bonding slurry or gypsum putty will be damaged or the arrisdefect place repair smoothly, the masonry face is starched with former bonding and is done the filleting processing.
Gypsum block masonry construction technology allowable variation is seen table 1:
Table 1 gypsum block masonry construction technology allowable variation
Above embodiment limits the present invention never in any form, and every other improvement and application that above embodiment is made with the equivalent transformation mode all belongs to protection scope of the present invention.
Claims (10)
1. gypsum block masonry; Comprise gypsum block and bonding slurry; It is characterized in that; Said gypsum block moisture content is not higher than 8%; Said gypsum block masonry bottom is provided with the wall pad; Said wall bed hedgehopping degree is not less than 200mm; Thickness lacks 10mm than said gypsum block masonry; The gypsum block of said gypsum block masonry overlaps with fissure of displacement mode up and down; Using bonding to grout builds; Lap length is not less than 1/3 of gypsum block length; Tongue-and-groove is downward; The gypsum block length direction is parallel with wall direction, said masonry corner; The T-shaped wall; Cross wall connecting portion overlaps up and down stings block, and said masonry is established equidistant tension rib along agent structure post or the every skin gypsum block of wall short transverse; Said tension rib stretches in the masonry; Said bonding slurry is gypsum base bonding slurry or cement based bonding slurry, and said gypsum block masonry outside is provided with enhancement layer from the inside to the outside successively; The interfacial agents layer; Waterproofing course and decorative layer, said enhancement layer is for completely pasting the plastic-coated glass fiber reticular cloth or completely spreading galvanized steel wire netting.
2. gypsum block masonry according to claim 1; It is characterized in that; Said gypsum block masonry top is provided with foam crosslinked polyethylene layer; Said foam crosslinked polyethylene layer thickness is 10～15mm; Width lacks 10mm than the thickness of said gypsum block masonry, and said foam crosslinked polyethylene layer is connected with agent structure beam or top board through the bonding slurry.
3. gypsum block masonry according to claim 2; It is characterized in that; Said gypsum block masonry top is provided with anticorrosion timber wedge; At least be provided with a secondary anticorrosion timber wedge in the every gypsum block; Said anticorrosion timber wedge is connected with agent structure beam or top board; Thickness is 20～25mm, is connected through bonding slurry filleting between said gypsum block masonry, anticorrosion timber wedge and agent structure beam or top board.
4. gypsum block masonry according to claim 3; It is characterized in that; Be provided with anticorrosion timber compoment between said gypsum block masonry and agent structure post or wall; Be covered with the bonding slurry in the said gypsum block section groove; And block anticorrosion timber compoment through gypsum block section groove; Said anticorrosion timber compoment is fixed on agent structure post or the wall with steel nail, and said steel nail spacing must not be greater than 500mm.
5. gypsum block masonry according to claim 4; It is characterized in that; Said gypsum block masonry is established 2 ф, 6 tension ribs along agent structure post or the every skin of wall short transverse; Said tension rib stretch into length in the gypsum block masonry be not less than wall long 1/5 and be not less than 700mm, said tension rib is immersed in the bonding slurry of horizontal mortar joint fully.
6. gypsum block masonry according to claim 5; It is characterized in that; Said gypsum block masonry is built into horse tooth trough by laying bricks or stones and is connected with the fluid concrete constructional column; Said gypsum block masonry and fluid concrete constructional column intersection; Establish 2 ф, 6 tension ribs along the every skin gypsum block of short transverse, said tension rib stretches in the masonry.
7. gypsum block masonry according to claim 6; It is characterized in that; Said gypsum block masonry is provided with window opening and door opening; Gypsum block masonry hole around the window opening in the 200mm scope partly adopts bonding gypsum to tamp, and is provided with the reinforced concrete frame that is not less than 100mm with masonry stack pile, width around door opening and the width window opening mouth greater than 1500mm.
8. gypsum block masonry according to claim 7 is characterized in that, buries pipeline underground in the said gypsum block masonry; The degree of depth that said pipeline surface is imbedded within the walls is not less than 4mm; Block mutually with the gypsum block masonry, adopt the bonding slurry to tamp and mend flat chase, and stick on the plastic-coated glass fiber reticular cloth.
9. gypsum block masonry according to claim 8; It is characterized in that; The seam crossing harmonizing yinyang angular position of said gypsum block masonry and different materials is overlapped by plastic-coated glass fiber reticular cloth reinforcing band; The lap width of said plastic-coated glass fiber reticular cloth reinforcing band and matrix material is not less than 150mm, and lap width is not less than 50mm between the plastic-coated glass fiber reticular cloth.
10. the job practices of gypsum block masonry is characterized in that, comprises following construction sequence:
Step 1, masonry wall pad, said wall bed hedgehopping degree is not less than 200mm, and thickness lacks 10mm than said gypsum block masonry;
Step 2, build the gypsum block masonry by laying bricks or stones; Said gypsum block masonry overlaps with fissure of displacement mode up and down; Using bonding to grout builds; Lap length is not less than 1/3 of gypsum block length; Tongue-and-groove is downward; The gypsum block length direction is parallel with wall direction, and said masonry corner, T-shaped wall, cross wall connecting portion overlap up and down and sting block, and defect is carried out filleting, repairing with the bonding slurry;
Step 3, the gypsum block masonry of reinforced concrete structural column is set, should be undertaken by assembling reinforcement, masonry panel, the sequence of construction that installs template, concreting;
Step 4, gypsum block masonry adopt flexibility or rigidity to be connected with agent structure beam or top board, and gypsum block masonry and agent structure post or wall adopt and be rigidly connected;
Step 5, structure door and window hole frame; The hole part of the gypsum block masonry around the window opening mouth in the 200mm scope should adopt bonding gypsum to tamp; Door opening and width should add the reinforced concrete frame that is not less than 100mm with wall stack pile, width greater than the window opening mouth of 1500mm; Treat that masonry bonding slurry reaches after the requirement of strength with the professional utensil masonry of slotting; Tamp benefit with the bonding slurry after the pipeline installation and put down, levelling around hole and the pipeline;
Before the construction of step 6, decorative layer, enhancement layer is set, the interfacial agents of constructing again layer, twice of Puttying subsequently or with the back construction waterproof layer of cement mortar bottoming, the architectural surface of constructing at last in the seam crossing harmonizing yinyang angular position of gypsum block masonry and different materials.
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| CN104631631A (en) * | 2014-12-19 | 2015-05-20 | 东莞市彩丽建筑维护技术有限公司 | Method and structure for fixedly sealing seam between infill wall and beam or board |
| CN105155857A (en) * | 2015-08-11 | 2015-12-16 | 孟凡林 | Construction and installation method of architectural engineering partition wall boards |
| CN105839811A (en) * | 2016-05-09 | 2016-08-10 | 天津城建大学 | Reinforced masonry wall structure filled with rammed earth and construction method thereof |
| CN106836617A (en) * | 2017-03-01 | 2017-06-13 | 石家庄筑佳节能产品科技有限责任公司 | It is a kind of to construct the building block of leading wall and the construction method for leading wall is constructed in the building block |
| CN106906920A (en) * | 2017-03-09 | 2017-06-30 | 顾业明 | A kind of lightweight, high-strength, inexpensive, insulation rowlock wall building method |
| CN107391831A (en) * | 2017-07-14 | 2017-11-24 | 上海嘉实（集团）有限公司 | Vertical layout method, system and the storage medium and terminal of building block |
| CN110700599A (en) * | 2019-10-24 | 2020-01-17 | 中建八局第四建设有限公司 | Plastering-free construction process for shear wall surface |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104631631A (en) * | 2014-12-19 | 2015-05-20 | 东莞市彩丽建筑维护技术有限公司 | Method and structure for fixedly sealing seam between infill wall and beam or board |
| CN105155857A (en) * | 2015-08-11 | 2015-12-16 | 孟凡林 | Construction and installation method of architectural engineering partition wall boards |
| CN105155857B (en) * | 2015-08-11 | 2017-04-05 | 孟凡林 | A kind of construction installation method of architectural engineering partition plate |
| CN105839811A (en) * | 2016-05-09 | 2016-08-10 | 天津城建大学 | Reinforced masonry wall structure filled with rammed earth and construction method thereof |
| CN106836617A (en) * | 2017-03-01 | 2017-06-13 | 石家庄筑佳节能产品科技有限责任公司 | It is a kind of to construct the building block of leading wall and the construction method for leading wall is constructed in the building block |
| CN106906920A (en) * | 2017-03-09 | 2017-06-30 | 顾业明 | A kind of lightweight, high-strength, inexpensive, insulation rowlock wall building method |
| CN107391831A (en) * | 2017-07-14 | 2017-11-24 | 上海嘉实（集团）有限公司 | Vertical layout method, system and the storage medium and terminal of building block |
| CN107391831B (en) * | 2017-07-14 | 2022-10-14 | 上海嘉实（集团）有限公司 | Vertical layout method and system of building blocks, storage medium and terminal |
| CN110700599A (en) * | 2019-10-24 | 2020-01-17 | 中建八局第四建设有限公司 | Plastering-free construction process for shear wall surface |
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Application publication date: 20120215 |