CN104141353B - The construction method of a kind of non-bearing thin-wall and structure - Google Patents
The construction method of a kind of non-bearing thin-wall and structure Download PDFInfo
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- CN104141353B CN104141353B CN201310540258.6A CN201310540258A CN104141353B CN 104141353 B CN104141353 B CN 104141353B CN 201310540258 A CN201310540258 A CN 201310540258A CN 104141353 B CN104141353 B CN 104141353B
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Abstract
The invention discloses construction method and the structure of a kind of non-bearing thin-wall, when building non-bearing thin-wall thick for 60mm by laying bricks or stones, the present invention is arranging reinforced concrete foundation to improve the steadiness of body of wall at the bottom of non-bearing thin-wall；In body of wall every four layers arrange together connection muscle with together with tension rib, to improve the intensity of thin-wall itself；Construction controls the height every time built a wall, crimp cement mortar caused to reduce body of wall to conduct oneself with dignity；Construction use two-sided hanging wire mode control masonry quality.The non-bearing thin-wall of the present invention is applicable to the height non-load bearing wall less than 3.5 meters.Lower than conventional lightgage steel joist mesh plaster technical costs, and the effect such as the intensity of body of wall and waterproof, sound insulation is also very good.
Description
Technical field
The present invention relates to construction method and the structure of a kind of non-bearing thin-wall, belong to architectural engineering thin-wall technical field of construction.
Background technology
General industry is with civil buildings, and it is several that the thickness of non-load bearing wall engineering routine is generally 120mm, 180mm, 240mm and 370mm.Above-mentioned non-load bearing wall is thicker due to thickness so that house indoor usable floor area reduces, and house indoor space availability ratio is low.If using existing building method and building the thickness reducing non-load bearing wall with single brick side, side also exists strength of wall body and does not reaches the problem that design requires.Therefore, the existing construction method building non-bearing thin-wall by laying bricks or stones or not ideal enough, it is impossible to meet the needs used.
Summary of the invention
It is an object of the invention to, it is provided that the construction method of a kind of non-bearing thin-wall and structure, in the case of ensureing strength of wall body, reduce the thickness of body of wall.
Technical scheme:
The construction method of a kind of non-bearing thin-wall of the present invention is, the method is when building non-bearing thin-wall thick for 60mm by laying bricks or stones, constructs according to the following steps:
Step 1, ground eject thin-wall contour line, use bar planting mode ground in contour line plant one group of a diameter of 6mm, spacing is the vertical muscle of 500mm, and the height that vertical muscle bassets is not more than 190mm；
Step 2, on vertical muscle welding or colligation horizontal bar；A diameter of 6mm of horizontal bar, arranges upper and lower two-layer；Spacing between two-layer is 60-120mm；
Step 3, pour the concrete pedestal of thin-wall；The thickness of concrete pedestal is 55mm, and height is 200mm；
Step 4, on concrete pedestal build four layers of brick wall；Brick wall uses single brick side to build mode；
Step 5, on the 4th layer of brick wall, put connection muscle and tension rib；Connection muscle overlaps with tension rib, and the lap of splice is no less than 25cm, and overlapping mode uses colligation or welding；
Step 6, connection muscle and tension rib above build four layers of brick wall again；Put one connection muscle and tension rib for every four layers；The height of building by laying bricks or stones of every day is less than eight layers of brick；
Step 7, build to after design height until thin-wall, carry out wall construction；Wall plastering mortar uses cement mortar, rear maintenance 3 days of having plastered；
Step 8, treat that motar reaches the intensity of 75%, at metope open pipe groove and connecting groove, fixed spool in tube seat, link box in connecting groove after seven days；At tube seat and one layer of anti-cracking net of connecting groove extenal fixation；
Step 9, finally outside anti-cracking net, smear one layer by cement mortar, wall-surface patching is smooth；Connecting groove is reserved, in order to later mounting receptacle or switch during repairing.
In the construction method of aforementioned non-bearing thin-wall, when described step 4 builds brick wall by laying bricks or stones, use two-sided hanging wire；Brickwork joint should be with building with jointing, and the jointing degree of depth is 8～10mm, and the depth is consistent.
In the construction method of aforementioned non-bearing thin-wall, metope, before carrying out wall construction, should be cleaned up to increase the adhesive force of metope by described step 7.
In the construction method of aforementioned non-bearing thin-wall, in described step 8, the degree of depth of tube seat and connecting groove is not more than 1/3 that brick is thick, and notch size is not more than 60 × 60mm；Anti-cracking net wire nail is fixed on metope.
In the construction method of aforementioned non-bearing thin-wall, described step 9 first should rinse the dirt quarrel in tube seat and connecting groove before repairing well with water.
A kind of non-bearing thin-wall structure of the present invention built according to said method, be concrete pedestal bottom described non-bearing thin-wall, and concrete pedestal is provided with brick wall, and brick wall be list brick side block structure, be provided with between every four layers of brick one connection muscle with together with tension rib；Concrete pedestal and brick wall surface are provided with metope.
In aforementioned structure, described connection muscle overlaps with tension rib, lap-joint's welding or colligation.
In aforementioned structure, the ground in described concrete pedestal is provided with one group and indulges muscle and two-layer horizontal bar.
In aforementioned structure, described brick wall is provided with tube seat and connecting groove, is provided with spool in tube seat；Tube seat and connecting groove are externally provided with anti-cracking net.
Compared with prior art, the present invention improves the intensity of single brick side block thin-wall by following measures: 1, use armored concrete to pour mode to improve the steadiness on body of wall basis bottom body of wall；2, in body of wall every four layers arrange together connection muscle with together with tension rib, to improve the intensity of body of wall itself；3, construction control the height every time built a wall, the crimp caused cement mortar to reduce body of wall to conduct oneself with dignity；4, construction use two-sided hanging wire mode to control masonry quality.Can also slot on the non-bearing thin-wall of the present invention and connect up and the electrical equipments such as combined socket and switch are installed.Again metope is plastered after the good line of cloth repairing, at one layer of tube seat upper berth anti-cracking net before plastering, can prevent metope ash from cracking.The non-bearing thin-wall of the present invention is applicable to the height non-load bearing wall less than 3.5 meters.Lower than conventional lightgage steel joist mesh plaster technical costs, and the effect such as the intensity of body of wall and waterproof, sound insulation is also very good.
Accompanying drawing explanation
Fig. 1 is the construction procedure schematic diagram of the present invention；
Fig. 2 is the structural representation of the present invention.
Being labeled as in accompanying drawing: 1-ground, 2-contour line, 3-indulges muscle, 4-horizontal bar, 5-concrete pedestal, 6-brick wall, and 7-connects muscle, 8-tension rib, 9-metope, 10-tube seat, 11-connecting groove, 12-spool, 13-anti-cracking net.
Detailed description of the invention
The present invention is described in further detail below in conjunction with the accompanying drawings, but not as any limitation of the invention.
The construction method of a kind of non-bearing thin-wall of the present invention is, the method is that step is constructed as shown in Figure 1 when building non-bearing thin-wall thick for 60mm by laying bricks or stones:
Step 1, ejecting the contour line 2 of thin-wall on ground 1, use bar planting mode ground 1 in contour line 2 to plant one group of a diameter of 6mm, spacing is the vertical muscle 3 of 500mm, and the height that vertical muscle 3 bassets is not more than 190mm；
Step 2, on vertical muscle 3 welding or colligation horizontal bar 4；A diameter of 6mm of horizontal bar 4, arranges upper and lower two-layer；Spacing between two-layer is 60-120mm；
Step 3, pour the concrete pedestal 5 of thin-wall；The thickness of concrete pedestal 5 is 55mm, and height is 200mm；
Step 4, on concrete pedestal 5 build four layers of brick wall 6；Brick wall 6 uses single brick side to build mode；
Step 5, on the 4th layer of brick wall 6, put connection muscle 7 and tension rib 8；Connection muscle 7 overlaps with tension rib 8, and the lap of splice is no less than 25cm, and overlapping mode uses colligation or welding；
Step 6, connection muscle 7 and tension rib 8 above build four layers of brick wall 6 again；Put one connection muscle 7 and tension rib 8 for every four layers；The height of building by laying bricks or stones of every day is less than eight layers of brick；
Step 7, build to after design height until thin-wall, carry out metope 9 and construct；Wall plastering mortar uses cement mortar, rear maintenance 3 days of having plastered；
Step 8, treat that motar reaches the intensity of 75% after seven days, at metope 9 open pipe groove 10 and connecting groove 11, fixed spool 12 in tube seat 10, link box in connecting groove 11；At tube seat 10 and one layer of anti-cracking net 13 of connecting groove 11 extenal fixation；
Step 9, finally outside anti-cracking net 13, smear one layer by cement mortar, wall-surface patching is smooth；Connecting groove 11 is reserved, in order to later mounting receptacle or switch during repairing.
When abovementioned steps 4 builds brick wall 6 by laying bricks or stones, use two-sided hanging wire；Brickwork joint should be with building with jointing, and the jointing degree of depth is 8～10mm, and the depth is consistent.Metope, before carrying out metope 9 construction, should be cleaned up to increase the adhesive force of metope by step 7.In described step 8, the degree of depth of tube seat 10 and connecting groove 11 is not more than 1/3 that brick is thick, and notch size is not more than 60 × 60mm；Anti-cracking net 13 is fixed on metope with wire nail.Step 9 first should rinse the dirt quarrel in tube seat 10 and connecting groove 11 before repairing well with water.
A kind of non-bearing thin-wall structure according to the present invention that said method builds, as in figure 2 it is shown, be concrete pedestal 5 bottom the non-bearing thin-wall of this structure, concrete pedestal 5 is provided with brick wall 6, brick wall 6 is that structure is built in single brick side, be provided with between every four layers of brick one connection muscle 7 with together with tension rib 8；Concrete pedestal 5 and brick wall 6 surface are provided with metope 9.Described connection muscle 7 overlaps with tension rib 8, lap-joint's welding or colligation.Ground 1 in described concrete pedestal 5 is provided with one group and indulges muscle 3 and two-layer horizontal bar 4.Described brick wall 6 is provided with tube seat 10 and connecting groove 11, is provided with spool 12 in tube seat 10；Tube seat 10 and connecting groove 11 are externally provided with anti-cracking net 13.
Embodiment
During Specific construction, as shown in Figure 1, it is necessary first to surveying setting-out.Flooring non-bearing thin-wall surveying setting-out is carried out by Spindle control line during structure construction, it is ensured that the horizontal range between each axis is equal and upright.Ejecting the position line of water power reserved opening on wall body line, the door-window opening position line, metope during plane control on flooring, corresponding constructional column uses the method hanging vertical line to be controlled with the position of end face beam slab.Through check errorless after with red paint the position diagonally opposing corners such as box out describe triangle control mark, with tamper-proof.Should be controlled according to building elevation 1.0m line during Altitude control, vertical wall or post should mark concrete pedestal, each road connection muscle, tension rib and the position line of lintel, it is ensured that same floor absolute altitude is equal.The through setting of tension rib of body of wall, is arranged together along the every four layers of brick of body of wall short transverse.The tension rib of body of wall is when concrete wall column position, and accurate for ensureing the position of tension rib, tension rib all uses bar planting mode, and the connection muscle in thin-wall and tension rib use overlap joint connected mode, and the lap of splice is no less than 25cm.200mm is poured high in concrete floor face, the pedestal concrete that 55mm is thick, arranging the vertical reinforcement of a row diameter 6mm in concrete along long cross direction by spacing 500mm, use bar planting method to arrange, the most each level of vertical muscle sets the horizontal reinforcement with a diameter 6mm and fixes with the vertical vertical colligation of muscle.Brick wall is built form by laying bricks or stones and is built for single brick side, arranges 1 φ 6 level connection reinforcing bar and thin-wall entirety is strengthened by tension rib every four layers of brick in mortar stitches, every light build height by laying bricks or stones less than eight layers of brick.Body of wall should be with building with jointing, and the jointing degree of depth is 8～10mm, and the depth is consistent, and metope cleans up.The necessary two-sided hanging wire of masonry panel, if body of wall is longer, can set several branch line point in the middle of a logical line.Little line to be strained, every layer of brick will threading level watching, make horizontal joint uniformity, straight smoothness；Build a brick thickness furred wall appropriate to the occasion employing right-hand side hanging wire, it is ensured that brick wall two sides is smooth, lay the foundation for controlling depth of plastering.Wall plastering mortar uses cement mortar, after having plastered, maintenance 3 days.After 7 days, wall plastering mortar reaches the 75% of intensity, could use the mode of snap the line location fluting at metope, install back box and the pipelines such as switch, socket, indoor consumer unit.After wall plastering mortar reaches some strength, slotting with groover after metope uses snap the line location, notch size is not more than 60mm × 60mm.After pipeline installs, first rinse the dirt quarrel in groove, outside one layer of anti-cracking net of wire nail stickfast, then the repairing work that carries out plastering well with water.
Claims (6)
1. the construction method of a non-bearing thin-wall, it is characterised in that: when building non-bearing thin-wall thick for 60mm by laying bricks or stones, construct according to the following steps:
Step 1, ground eject thin-wall contour line, use bar planting mode ground in contour line plant one group of a diameter of 6mm, spacing is the vertical muscle of 500mm, and the height that vertical muscle bassets is not more than 190mm；
Step 2, on vertical muscle welding or colligation horizontal bar；A diameter of 6mm of horizontal bar, arranges upper and lower two-layer；Spacing between two-layer is 60-120mm；
Step 3, pour the concrete pedestal of thin-wall；The thickness of concrete pedestal is 55mm, and height is 200mm；
Step 4, on concrete pedestal build four layers of brick wall；Brick wall uses single brick side to build mode；
Step 5, on the 4th layer of brick wall, put connection muscle and tension rib；Connection muscle overlaps with tension rib, and the lap of splice is no less than 25cm, and overlapping mode uses colligation or welding；
Step 6, connection muscle and tension rib above build four layers of brick wall again；Put one connection muscle and tension rib for every four layers；The height of building by laying bricks or stones of every day is less than eight layers of brick；
Step 7, build to after design height until thin-wall, carry out wall construction；Wall plastering mortar uses cement mortar, rear maintenance 3 days of having plastered；
Step 8, treat that motar reaches the intensity of 75%, at metope open pipe groove and connecting groove, fixed spool in tube seat, link box in connecting groove after seven days；At tube seat and one layer of anti-cracking net of connecting groove extenal fixation；
Step 9, finally outside anti-cracking net, smear one layer by cement mortar, wall-surface patching is smooth；Connecting groove is reserved, in order to later mounting receptacle or switch during repairing.
The construction method of non-bearing thin-wall the most according to claim 1, it is characterised in that: when described step 4 builds brick wall (6) by laying bricks or stones, use two-sided hanging wire；Brickwork joint should be with building with jointing, and the jointing degree of depth is 8～10mm, and the depth is consistent.
The construction method of non-bearing thin-wall the most according to claim 1, it is characterised in that: metope, before carrying out metope (9) construction, should be cleaned up to increase the adhesive force of metope by described step 7.
The construction method of non-bearing thin-wall the most according to claim 1, it is characterised in that: in described step 8, the degree of depth of tube seat (10) and connecting groove (11) is not more than 1/3 that brick is thick, and notch size is not more than 60 × 60mm；Anti-cracking net (13) is fixed on metope with wire nail.
The construction method of non-bearing thin-wall the most according to claim 1, it is characterised in that: described step 9 first should rinse the dirt quarrel in tube seat (10) and connecting groove (11) before repairing well with water.
6. the non-bearing thin-wall structure built according to either method described in claim 1-5, it is characterized in that: for concrete pedestal (5) bottom described non-bearing thin-wall, concrete pedestal (5) is provided with brick wall (6), brick wall (6) is that structure is built in single brick side, is provided with one connection muscle (7) and tension rib (8) together between every four layers of brick；Concrete pedestal (5) and brick wall (6) surface are provided with metope (9).
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| CN104405130B (en) * | 2014-12-15 | 2016-04-06 | 陕西省建筑科学研究院 | Prevent the method in crack, Sunken wire tube position after masonry |
| CN104612398B (en) * | 2014-12-15 | 2016-09-07 | 陕西省建筑科学研究院 | Sunken wire tube position prevention and cure of crack construction method after masonry |
| CN108978936A (en) * | 2018-08-16 | 2018-12-11 | 庐江荣睿建设工程有限公司 | A kind of construction method of non-load bearing wall |
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| CN101078299A (en) * | 2007-06-25 | 2007-11-28 | 李林 | Method for reconstructing frontage multilayer brick-concrete structure building to frame structure building |
| CN101255717A (en) * | 2007-12-11 | 2008-09-03 | 刘健 | Construction technique for building block and wall board |
| 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 |
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| CA2684277A1 (en) * | 2009-11-03 | 2011-05-03 | Slab Innovation Inc. | Thin wall veneer brick and manufacturing assembly therefor |
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Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101078299A (en) * | 2007-06-25 | 2007-11-28 | 李林 | Method for reconstructing frontage multilayer brick-concrete structure building to frame structure building |
| CN101255717A (en) * | 2007-12-11 | 2008-09-03 | 刘健 | Construction technique for building block and wall board |
| 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 |
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