CN103821253A - Constructing technique for aerated concrete block filler wall - Google Patents
Constructing technique for aerated concrete block filler wall Download PDFInfo
- Publication number
- CN103821253A CN103821253A CN201410072222.4A CN201410072222A CN103821253A CN 103821253 A CN103821253 A CN 103821253A CN 201410072222 A CN201410072222 A CN 201410072222A CN 103821253 A CN103821253 A CN 103821253A
- Authority
- CN
- China
- Prior art keywords
- building
- wall
- stones
- laying bricks
- mortar
- 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.)
- Pending
Links
Abstract
The invention discloses a constructing technique for an aerated concrete block filler wall. The technique comprises the following steps: cleaning a substrate; positioning and setting out; erecting a story pole; post-positioning steel tie; constructing a wall sill; selecting building blocks; watering and wetting; paving mortar; placing the building blocks; mounting lintels; concreting and constructing columns and tie beams; constructing top matching building blocks. In order to solve the problem of wall and plaster cracking, the invention provides the corresponding solutions at the aspects of material quality and technique and construction technique, by aiming at the reasons of the wall and plaster cracking. The constructing technique provided by the invention is simple in operation; the traditional materials and instruments are used, so that the cost is low and the filler wall is reliable and durable; the environment is not polluted.
Description
Technical field
The present invention relates to Infill Wall with Aerated Concrete Block brick-building art.
Background technology
Along with scientific and technical fast development, constructional materials, also to the future development, particularly building material of energy-saving and environmental protection, also presents the day by day flourishing impetus.Compared with other building wall material, air-entrained concrete building block has the feature of self, and its energy consumption is low, lightweight, speed of application is fast, and especially its heat preservation and energy conservation effects is good, has good social benefit.But in current building structure, the plaster cracking problem of Infill Wall with Aerated Concrete Block is a very general phenomenon, thereby cause air-entrained concrete building block to be in a disadvantageous position on use is promoted.This is mainly due to air-entrained concrete building block, easily causes building block infilled wall and plaster cracking,
Summary of the invention
Technical problem to be solved by this invention is just to provide a kind of Infill Wall with Aerated Concrete Block brick-building art, starts with and solves the problem of Infill Wall with Aerated Concrete Block wall plastering cracking from the feature of air-entrained concrete building block.
For solving the problems of the technologies described above, the present invention adopts following technical scheme: Infill Wall with Aerated Concrete Block brick-building art, and technological process is as follows:
Cleaning basic unit → location unwrapping wire → vertical marked rod → rearmounted steel tie → body of wall Kan Tai construct → select building block → water moistening → expire mortar laying → pendulum building block → mounting door-window lintel → concreting constructional column, linking beam → build by laying bricks or stones the supporting building block in top.
Preferably, body of wall Kan Tai construction adopts sand lime brick to build by laying bricks or stones, builds by laying bricks or stones before first skin building block, removes and builds the remaining mortar in position, foreign material by laying bricks or stones, checks unwrapping wire size examination row building block.
Preferably, build by laying bricks or stones front first concrete block masonry face watering is wettingly and remove floating ash with this, the wet water depth in surface is 5mm～10mm.
Preferably, block is stung in building block without exception, first draws horizon before building a wall, and puts the line of ink marker well, from body of wall corner or location building block start to build by laying bricks or stones, full mortar laying under the first skin building block, of the same type, ad eundem concrete block masonry that same wall is all used.
Preferably, masonry gradation is built by laying bricks or stones, builds by laying bricks or stones continuously at every turn and is highly no more than 1.5m, should be after the mortar final set of last time building by laying bricks or stones, then continue to build by laying bricks or stones; Day builds by laying bricks or stones and is highly not more than 2.4m, builds when approaching at the bottom of beam, plate, stays a fixed gap, shrinks after stable and mends and build again until masonry, mends to build to adopt building block tiltedly to build jam-packed, and its gradient is 60 °, and at least interval is mended and built for 7 days afterwards.
Preferably, paving slurry should be even, smooth, with spreading with pendulum; Building block is once ajusted, or leveling before mortar loses plasticity.
Preferably, the corner of masonry and junction should be built by laying bricks or stones simultaneously, to the interim discontinuities that can not build by laying bricks or stones and must indwelling simultaneously, should be built into oblique raft, and tiltedly raft horizontal projection should not be less than masonry height; While connecing raft, should first clear up basal plane, water water-wet, then connect block with same material, as stay raft to truly have at need, must be along in height 500mm, 2 φ 6mm steel ties being set, reinforcing bar stretches into every limit within the walls should not be less than 700mm, and the difference in height of the interim discontinuities of masonry must not exceed the height of a step scaffold.
Preferably, the tension rib exposed parts of imbedding masonry inside must not bend arbitrarily in construction, and the steel tie that is placed on concrete wall column is selected and planted method after expansion bolt method, anchoring adhesive or pre-embedded steel slab method is constructed.
Preferably, mortar joint requires smooth vertical and horizontal, mortar should be full, magma is with building with jointing, with φ 10mm reinforcing bar, mortar joint is hooked into the recessed joint of degree of depth 1mm～3mm, full degree of mortar at bed joint: horizontal joint should be lower than 80%, and vertically seam should be lower than 80%, thickness of mortarat bed joint must not be greater than 15mm, and vertical gray seam thickness must not be greater than 20mm.
In order to solve the problem of body of wall and plaster cracking, for the reason of body of wall and plaster cracking, the present invention proposes corresponding solution from quality of materials, technology, construction technology aspect, technological operation of the present invention is simple, use traditional material and utensil, cheap, reliable durable, can be to environment.
The specific embodiment
The technological process of Infill Wall with Aerated Concrete Block brick-building art is as follows:
Infilled wall construction is undertaken by following technological process: cleaning basic unit → location unwrapping wire → vertical marked rod → rearmounted steel tie → body of wall Kan Tai construct → select building block → water moistening → expire mortar laying → pendulum building block → mounting door-window lintel → concreting constructional column, linking beam → build by laying bricks or stones the supporting building block in top.
Main points of operation.
1, aerated concrete block work pin Kan Tai adopts sand lime brick to build by laying bricks or stones.Build by laying bricks or stones before first skin building block, should remove and build position remaining mortar, foreign material etc. by laying bricks or stones, check unwrapping wire size examination row building block.
2, should be first before building by laying bricks or stones by wetting the watering of concrete block masonry face appropriateness and to remove floating ash, the wet water depth in surface is preferably 5mm～10mm.
3, building block should be stung block without exception, first draws horizon before building a wall, and puts the line of ink marker well, by Pareto diagram from body of wall corner or location building block start to build by laying bricks or stones, full mortar laying under the first skin building block.Of the same type, ad eundem concrete block masonry that same wall is all used, mixes the situation of building with the building block of density rating and strength grade invariably.
4, masonry answers gradation to build by laying bricks or stones, builds by laying bricks or stones continuously at every turn and highly should not exceed 1.5m, should be after the mortar final set of last time building by laying bricks or stones, then continue to build by laying bricks or stones; Day builds by laying bricks or stones and highly should not be greater than 2.4m.Build when approaching at the bottom of beam, plate, should stay a fixed gap, shrink after stable and mend and build again until masonry, mend to build and adopt building block tiltedly to build jam-packed, its gradient is preferably 60 ° of left and right, and masonry mortar should be full.At least interval is mended and is built for 7 days afterwards.
5, paving slurry should be even, smooth, with spreading with pendulum; Building block should once be ajusted, or leveling before mortar loses plasticity; Otherwise, should scalp mortar and again build by laying bricks or stones.Perps should fill up, tamping, strike off.Forbid water punching to starch the cementation of fissures.
6, the corner of masonry and junction should be built by laying bricks or stones simultaneously.To the interim discontinuities that can not build by laying bricks or stones and must indwelling simultaneously, should be built into oblique raft, tiltedly raft horizontal projection should not be less than masonry height; While connecing raft, should first clear up basal plane, water water-wet, then connect block with same material.As stay raft to truly have at need, and must be along 2 φ 6 steel ties being set in height 500mm, reinforcing bar stretches into every limit within the walls should not be less than 700mm.The difference in height of the interim discontinuities of masonry must not exceed the height of a step scaffold.
7, imbed the tension rib of masonry inside, should arrange correct, straight.Its exposed parts must not bend arbitrarily in construction.The steel tie that is placed on concrete wall column can be selected and plant method after expansion bolt method, anchoring adhesive or pre-embedded steel slab method is constructed.
8, mortar joint requires smooth vertical and horizontal.Mortar should be full, and magma is with building with jointing, and available φ 10 reinforcing bars hook into mortar joint the recessed joint of degree of depth 1mm～3mm.Full degree of mortar at bed joint: horizontal joint should be lower than 80%, and vertically seam should be lower than 80%.Forbid to occur blind seam, bright seam and use foreign material stuff up a crack.
9, gray seam thickness should be even, and thickness of mortarat bed joint must not be greater than 15mm, and vertical mortar joint must not be greater than 20mm.
If have point load to act directly on masonry while 10, construction, should backing plate be set or take other reinforcement measure temporarily.
11, mortar should be moulded in the time and finish using the guarantor of regulation.
While building by laying bricks or stones, can suitably increase the denseness of mortar under hot conditions.When daily maximum temperature is during higher than+38 ℃, should not construct.
Claims (9)
1. Infill Wall with Aerated Concrete Block brick-building art, is characterized in that technological process is as follows:
Cleaning basic unit → location unwrapping wire → vertical marked rod → rearmounted steel tie → body of wall Kan Tai construct → select building block → water moistening → expire mortar laying → pendulum building block → mounting door-window lintel → concreting constructional column, linking beam → build by laying bricks or stones the supporting building block in top.
2. Infill Wall with Aerated Concrete Block brick-building art according to claim 1, is characterized in that: body of wall Kan Tai construction adopts sand lime brick to build by laying bricks or stones, builds by laying bricks or stones before first skin building block, removes and builds the remaining mortar in position, foreign material by laying bricks or stones, checks unwrapping wire size examination row building block.
3. Infill Wall with Aerated Concrete Block brick-building art according to claim 2, is characterized in that: build by laying bricks or stones front first concrete block masonry face watering is wettingly and remove floating ash with this, the wet water depth in surface is 5mm～10mm.
4. Infill Wall with Aerated Concrete Block brick-building art according to claim 3, it is characterized in that: block is stung in building block without exception, before building a wall, first draw horizon, put the line of ink marker well, from body of wall corner or location building block start to build by laying bricks or stones, full mortar laying under the first skin building block, of the same type, ad eundem concrete block masonry that same wall is all used.
5. Infill Wall with Aerated Concrete Block brick-building art according to claim 4, is characterized in that: masonry gradation is built by laying bricks or stones, builds by laying bricks or stones continuously at every turn and is highly no more than 1.5m, should be after the mortar final set of last time building by laying bricks or stones, then continue to build by laying bricks or stones; Day builds by laying bricks or stones and is highly not more than 2.4m, builds when approaching at the bottom of beam, plate, stays a fixed gap, shrinks after stable and mends and build again until masonry, mends to build to adopt building block tiltedly to build jam-packed, and its gradient is 60 °, and at least interval is mended and built for 7 days afterwards.
6. Infill Wall with Aerated Concrete Block brick-building art according to claim 5, is characterized in that: paving slurry should be even, smooth, with spreading with pendulum; Building block is once ajusted, or leveling before mortar loses plasticity.
7. Infill Wall with Aerated Concrete Block brick-building art according to claim 6, it is characterized in that: the corner of masonry and junction should be built by laying bricks or stones simultaneously, to the interim discontinuities that can not build by laying bricks or stones and must indwelling simultaneously, should be built into oblique raft, tiltedly raft horizontal projection should not be less than masonry height; While connecing raft, should first clear up basal plane, water water-wet, then connect block with same material, as stay raft to truly have at need, must be along in height 500mm, 2 φ 6mm steel ties being set, reinforcing bar stretches into every limit within the walls should not be less than 700mm, and the difference in height of the interim discontinuities of masonry must not exceed the height of a step scaffold.
8. Infill Wall with Aerated Concrete Block brick-building art according to claim 7, it is characterized in that: the tension rib exposed parts of imbedding masonry inside must not bend arbitrarily in construction, the steel tie that is placed on concrete wall column is selected and is planted method after expansion bolt method, anchoring adhesive or pre-embedded steel slab method is constructed.
9. Infill Wall with Aerated Concrete Block brick-building art according to claim 8, it is characterized in that: mortar joint requires smooth vertical and horizontal, mortar should be full, magma is with building with jointing, with φ 10mm reinforcing bar, mortar joint is hooked into the recessed joint of degree of depth 1mm～3mm, full degree of mortar at bed joint: horizontal joint should be lower than 80%, and vertically seam should be lower than 80%, thickness of mortarat bed joint must not be greater than 15mm, and vertical gray seam thickness must not be greater than 20mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410072222.4A CN103821253A (en) | 2014-02-28 | 2014-02-28 | Constructing technique for aerated concrete block filler wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410072222.4A CN103821253A (en) | 2014-02-28 | 2014-02-28 | Constructing technique for aerated concrete block filler wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103821253A true CN103821253A (en) | 2014-05-28 |
Family
ID=50756518
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410072222.4A Pending CN103821253A (en) | 2014-02-28 | 2014-02-28 | Constructing technique for aerated concrete block filler wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103821253A (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105297950A (en) * | 2015-09-20 | 2016-02-03 | 宁夏宏远建设工程有限公司 | Infilled wall and horizontal load-bearing structure gap wall surface crack-controlling construction method |
| CN106401276A (en) * | 2016-09-23 | 2017-02-15 | 中国人民解放军63926部队 | Construction method for wall column binding bars of frame type building block enclosing wall |
| CN107165306A (en) * | 2017-06-27 | 2017-09-15 | 华恒建设集团有限公司 | Construction wall construction method |
| CN107246149A (en) * | 2017-06-28 | 2017-10-13 | 中冶天工集团天津有限公司 | A kind of construction method of control masonry thickness of mortarat bed joint and vertical mortar joint width |
| CN108894498A (en) * | 2018-07-27 | 2018-11-27 | 庐江荣睿建设工程有限公司 | A kind of building filling wall integrated construction technique |
| CN109024984A (en) * | 2018-08-17 | 2018-12-18 | 徽都建设有限公司 | A kind of brick building method of filling wall top portion oblique top |
| CN111749475A (en) * | 2020-07-17 | 2020-10-09 | 中铁二十二局集团第五工程有限公司 | Autoclaved fly ash brick masonry arrangement method and masonry arrangement system |
| CN111827568A (en) * | 2020-07-27 | 2020-10-27 | 福建兴港建工有限公司 | Steam-pressurized concrete block wall and construction method thereof |
| CN113250306A (en) * | 2021-06-10 | 2021-08-13 | 广东天濠建设工程有限公司 | Construction method of inspection well of domestic sewage pipeline |
| CN113530267A (en) * | 2021-08-13 | 2021-10-22 | 上海宝冶集团有限公司 | Masonry method suitable for inclined wall |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2007136233A1 (en) * | 2006-05-24 | 2007-11-29 | Yan Sup Lee | Fix holder, steel wire, bricks, and bricks wall reinforcement method thereby |
| CN102116061A (en) * | 2009-12-30 | 2011-07-06 | 中铁建工集团有限公司 | Masonry construction method for filling wall core pillar, core girder and building blocks into framework structure |
| CN102116060A (en) * | 2009-12-30 | 2011-07-06 | 程银河 | Masonry construction technology of bearing wall body |
| CN102808513A (en) * | 2012-07-05 | 2012-12-05 | 江苏武进建筑安装工程有限公司 | Crack controlling construction method for lightweight wall |
-
2014
- 2014-02-28 CN CN201410072222.4A patent/CN103821253A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2007136233A1 (en) * | 2006-05-24 | 2007-11-29 | Yan Sup Lee | Fix holder, steel wire, bricks, and bricks wall reinforcement method thereby |
| CN102116061A (en) * | 2009-12-30 | 2011-07-06 | 中铁建工集团有限公司 | Masonry construction method for filling wall core pillar, core girder and building blocks into framework structure |
| CN102116060A (en) * | 2009-12-30 | 2011-07-06 | 程银河 | Masonry construction technology of bearing wall body |
| CN102808513A (en) * | 2012-07-05 | 2012-12-05 | 江苏武进建筑安装工程有限公司 | Crack controlling construction method for lightweight wall |
Non-Patent Citations (3)
| Title |
|---|
| 张恩庆: "新型蒸压加气混凝土砌块在康居工程中的应用", 《山西建筑》, vol. 34, no. 26, 30 September 2008 (2008-09-30) * |
| 曾明强: "粉煤灰蒸压加气砼砌块施工技术要点与质量控制", 《四川建材》, vol. 37, no. 4, 31 August 2011 (2011-08-31) * |
| 黄建荣: "浅谈蒸压加气混凝土砌块的施工工艺", 《科学之友》, no. 14, 31 July 2010 (2010-07-31) * |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105297950A (en) * | 2015-09-20 | 2016-02-03 | 宁夏宏远建设工程有限公司 | Infilled wall and horizontal load-bearing structure gap wall surface crack-controlling construction method |
| CN106401276A (en) * | 2016-09-23 | 2017-02-15 | 中国人民解放军63926部队 | Construction method for wall column binding bars of frame type building block enclosing wall |
| CN107165306A (en) * | 2017-06-27 | 2017-09-15 | 华恒建设集团有限公司 | Construction wall construction method |
| CN107246149A (en) * | 2017-06-28 | 2017-10-13 | 中冶天工集团天津有限公司 | A kind of construction method of control masonry thickness of mortarat bed joint and vertical mortar joint width |
| CN108894498A (en) * | 2018-07-27 | 2018-11-27 | 庐江荣睿建设工程有限公司 | A kind of building filling wall integrated construction technique |
| CN109024984A (en) * | 2018-08-17 | 2018-12-18 | 徽都建设有限公司 | A kind of brick building method of filling wall top portion oblique top |
| CN111749475A (en) * | 2020-07-17 | 2020-10-09 | 中铁二十二局集团第五工程有限公司 | Autoclaved fly ash brick masonry arrangement method and masonry arrangement system |
| CN111827568A (en) * | 2020-07-27 | 2020-10-27 | 福建兴港建工有限公司 | Steam-pressurized concrete block wall and construction method thereof |
| CN113250306A (en) * | 2021-06-10 | 2021-08-13 | 广东天濠建设工程有限公司 | Construction method of inspection well of domestic sewage pipeline |
| CN113530267A (en) * | 2021-08-13 | 2021-10-22 | 上海宝冶集团有限公司 | Masonry method suitable for inclined wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103821253A (en) | Constructing technique for aerated concrete block filler wall | |
| CN102116061B (en) | Masonry construction method for filling wall core pillar, core girder and building blocks into framework structure | |
| CN103469939B (en) | A kind of masonry filler wall and main body flexibly connect earthquake resistant structure and construction method thereof | |
| CN103410332B (en) | A kind of concrete hollow block reinforcement wall construction technology | |
| CN103821252A (en) | Process for constructing aerated concrete building block infilled wall through membrane maintenance technology | |
| CN104631512B (en) | Hang modulus method after-pouring band beam-slab construction method | |
| CN103266767A (en) | Construction method for preventing and treating cracks between concrete structure and filler wall | |
| CN104675124B (en) | A kind of prefabricated Niche type construction technology of Separate Home electronic box hole to be provided | |
| CN102808513B (en) | Crack controlling construction method for lightweight wall | |
| CN105484391A (en) | Construction method for manufacturing heat-preservation waterproof wall through light heat-preservation GRC disassembling-free formworks | |
| CN104032771B (en) | Attractive joint anti-crack construction method set up by a kind of underground structure | |
| CN105064579B (en) | A kind of construction method ensureing toilet water stopping thresholds platform pouring molding | |
| CN108824812A (en) | A kind of cast-in-place fair-faced concrete wall pours and maintenance process | |
| CN106801517A (en) | A kind of schoolhouse surface consolidation of Prefabricated porous plate brick mixed structure strengthens method | |
| CN102677898A (en) | Sequence construction method for large area reinforced concrete floors | |
| CN102235091A (en) | Construction method for ultralong concrete structure | |
| CN103410173A (en) | Construction method for vertical post pouring belt plugging of underground structural outer wall | |
| CN104895193A (en) | Precast outer wallboard connecting box and connecting joint | |
| CN105649235A (en) | Construction technique for MS dense thin-wall building block filling | |
| CN109898698B (en) | Construction method of antique building wire seam wall | |
| CN207829511U (en) | A kind of existing building external wall reconstruction structure | |
| CN106894538A (en) | Filling wall and agent structure concrete integral shaping method | |
| CN103790168A (en) | Application method of soil nailing wall in deep foundation pit supporting | |
| CN109555238A (en) | The processing method that a kind of aluminum alloy mould plate concrete body exempts from plastering | |
| CN103590508B (en) | A kind of construction method of composite thermal-insulating wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20140528 |