CN106812219A - Filling wall top stuff up a crack construction method - Google Patents

Filling wall top stuff up a crack construction method Download PDF

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Publication number
CN106812219A
CN106812219A CN201710148046.1A CN201710148046A CN106812219A CN 106812219 A CN106812219 A CN 106812219A CN 201710148046 A CN201710148046 A CN 201710148046A CN 106812219 A CN106812219 A CN 106812219A
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CN
China
Prior art keywords
wall
pea gravel
gravel concreten
stuff
crack
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
Application number
CN201710148046.1A
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Chinese (zh)
Inventor
刘宝堂
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China MCC17 Group Co Ltd
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China MCC17 Group Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China MCC17 Group Co Ltd filed Critical China MCC17 Group Co Ltd
Priority to CN201710148046.1A priority Critical patent/CN106812219A/en
Publication of CN106812219A publication Critical patent/CN106812219A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66Sealings
    • E04B1/68Sealings of joints, e.g. expansion joints
    • E04B1/6801Fillings therefor

Abstract

The invention discloses one kind filling wall top stuff up a crack construction method, its construction procedure includes:Filling walling reserves certain gap when building by laying bricks or stones to concrete structured beam or plate bottom;After Deng the fully heavy reality of masonry, first stoppered on the inside of wall with anticorrosive wood drift ping, give masonry top one precompression;Outside at the top of wall is processed with pea gravel concreten stuff up a crack, it is ensured that dry pea gravel concreten or cement mortar can be closely knit by this gap filling;After reaching 50% Deng outside pea gravel concreten intensity, anti-corrosion timber wedge is removed, carry out the pea gravel concreten filling of wall inner side, and be spaced embedding grout pipe;After the completion of being plastered on the inside of wall, polymer cement mortar is irrigated by pre-buried grout pipe.The method have the advantages that construction method is easy, and it is easy to operate, speed up the work, shorten the duration, quality is improved, reduces cost effectively solves the problem in easy crack at the filling wall top stuff up a crack under beams of concrete or plate.

Description

Filling wall top stuff up a crack construction method
Technical field
The invention belongs to building structure construction method field, more particularly to a kind of filling wall top stuff up a crack construction method.
Background technology
With the development of society, high residential building is rised sheer from level ground like the mushrooms after rain, but is generally to cut in skyscraper Power wall construction or frame-shear structure, wherein the complaint of filling wall construction quality problem is continuously increased, especially fill wall top stuff up a crack At most, it is different to be primarily due to the different materials ability that meets with stresses, and then is influenceed by factors such as temperature stresses for problem of Cracking Occur different degrees of crack afterwards, cause later stage outer wall cracking and percolating water quality problems, and traditional filling wall top is constructed Technique is oblique brick masonry, although can pilot beam to the pressure of wall, but tiltedly brick top can not closely be tied with beam bottom Close, waterproof, insulation for wall have a negative impact.
Therefore, a kind of construction method for efficiently solving filling wall and beams of concrete or the generation of plate junction crack is designed, It is those skilled in the art's technical problem in the urgent need to address.
The content of the invention
To overcome the deficiencies in the prior art, it is an object of the invention to provide one kind filling wall top stuff up a crack construction method, this Construction method is easy to operate, and construction speed is fast, improves construction quality, reduces construction cost, effectively solves filling wall and concrete Beam or the problem in plate junction crack.
To achieve the above object, the present invention is adopted the following technical scheme that:
Filling wall top stuff up a crack construction method, is characterized in:When filling walling is built by laying bricks or stones to concrete structured beam or plate bottom Reserved certain gap;After Deng the fully heavy reality of masonry, anticorrosive wood drift ping is stoppered on the inside of wall, gives masonry one precompressed in top Power;The outside at the top of wall is processed with pea gravel concreten stuff up a crack again, it is ensured that dry pea gravel concreten or cement mortar energy It is enough that this gap filling is closely knit;After reaching 50% Deng outside pea gravel concreten intensity, anti-corrosion timber wedge is removed, carry out wall inner side thin Stone concrete is clogged, and is spaced embedding grout pipe, after the completion of being plastered on the inside of wall, polymerization is irrigated by pre-buried grout pipe Thing cement mortar;Specific implementation step includes:
Step one filling wall reserves gap when building to close to concrete structured beam or plate bottom, and wall to be filled is built by laying bricks or stones and finished simultaneously At least it is spaced 15 days, masonry fully shrinks, sinks in fact, after internal mortar fully condenses, space is cleared up, moistening of watering;
Step 2 installs anti-corrosion timber wedge, by anticorrosive wood drift ping on the inside of wall, with monoblock building block length as spacing, gives One precompression in masonry top, requires that timber wedge is stoppered during installation;Anti-corrosion timber wedge jam-packed, it is impossible to destroy building block corner angle;
Step 3 stuff up a crack, is tamped to gap described in step one with pea gravel concreten, is first entered from wall side during stuff up a crack OK, hand ramming, after filling up pea gravel concreten, after waiting outside pea gravel concreten intensity to reach 50%, removing anti-corrosion timber wedge is carried out The pea gravel concreten filling of wall inner side, and it is spaced embedding grout pipe;
Step 4 is in the milk, and after the completion of the wall plastering of side within the walls to be filled, polymer cement is irrigated by pre-buried grout pipe Mortar, is finally handing over seaming position to set one waterproof layer, cuts off and stifled reality grout pipe, does finish coat.
Used as the preferred technical solution of the present invention, filling wall is built during to close to concrete structured beam or plate bottom, described seam 30~50mm of slot reservation.
As the preferred technical solution of the present invention, anti-corrosion timber wedge 30~50mm of thickness, the 100~150mm of length, Using anti-corrosion asphalt immersion, dry.
Used as the preferred technical solution of the present invention, the spacing between the anti-corrosion timber wedge is not more than 600mm, i.e., built with monoblock Block length is spacing.
Used as the preferred technical solution of the present invention, the pea gravel concreten use intensity grade is the microdilatancy microlith of C20 Concrete, pea gravel concreten slump is controlled in 30~40mm.
Used as the preferred technical solution of the present invention, the pea gravel concreten mixes swelling agent, and volume is pressed product description, mixed Measure is 6~8%.
Used as preferred technical scheme of the invention, described grout pipe is spaced 1 meter using the grout pipe of a diameter of 8mm It is embedding.
Compared with prior art, it is an advantage of the invention that construction method is easy, it is easy to operate, can speed up the work, contract The short duration of a project, construction quality is improved, reduce construction cost, efficiently solve the filling wall top stuff up a crack under beams of concrete or plate Locate the problem in easy crack.
Brief description of the drawings
The invention will be further described below in conjunction with the accompanying drawings.
Fig. 1 is the schematic diagram of stuff up a crack construction method implementation steps one at the top of present invention filling wall.
Fig. 2 is the schematic diagram of stuff up a crack construction method implementation steps four at the top of present invention filling wall.
Fig. 3 is that present invention filling wall top stuff up a crack construction method implements anti-corrosion timber wedge schematic diagram.
In figure:1st, concrete structured beam or plate 2, filling wall 3, gap 4, wall plastering 5, grout pipe 6, anticorrosive wood Wedge.
Specific embodiment
With reference to specific embodiment, the present invention will be further described.
Embodiment
As shown in Figure 1, Figure 2, Figure 3 shows, filling wall top stuff up a crack construction method, is characterized in:Filling wall 2 is built by laying bricks or stones to concrete Certain gap 3 is reserved when structural beams or plate bottom;After Deng the fully heavy reality of masonry, first stoppered on the inside of wall with anticorrosive wood drift ping 6, Give masonry top one precompression;Outside at the top of wall is processed with pea gravel concreten stuff up a crack, it is ensured that dry microlith is mixed Solidifying soil or cement mortar can be closely knit by this gap filling;After reaching 50% Deng outside pea gravel concreten intensity, anticorrosive wood is removed Wedge 6, carries out the pea gravel concreten filling of wall inner side, and be spaced embedding grout pipe 5;Plastered on the inside of wall after the completion of 4, passed through The pre-buried perfusion polymer cement mortar of grout pipe 5;Specific implementation step includes:
Step one filling wall 2 reserves gap 3 when building to close to 1 bottom of concrete structured beam or plate, and it is complete that wall to be filled builds 2 by laying bricks or stones Finish and be at least spaced 15 days, masonry fully shrinks, sinks in fact, after internal mortar fully condenses, space is cleared up, and waters wet Profit;
Step 2 installs anti-corrosion timber wedge 6, and anti-corrosion timber wedge 6 is filled on the inside of wall, with monoblock building block length as spacing, gives One precompression in masonry top is given, requires that timber wedge is stoppered during installation;Anti-corrosion timber wedge jam-packed, it is impossible to destroy building block corner angle;
Step 3 stuff up a crack, is tamped to gap described in step one with pea gravel concreten, is first entered from wall side during stuff up a crack OK, hand ramming, fills up pea gravel concreten, and after waiting outside pea gravel concreten intensity to reach 50%, removing anti-corrosion timber wedge 6 carries out wall The pea gravel concreten filling of internal side, and it is spaced embedding grout pipe 5;
Step 4 is in the milk, and after the completion of the wall plastering of side within the walls 4 to be filled, polymer water is irrigated by pre-buried grout pipe 5 Cement mortar, is finally handing over seaming position to set one waterproof layer, cuts off and stifled reality grout pipe 5, does finish coat.
Filling wall 2 is built during to close to 1 bottom of concrete structured beam or plate, and 30~50mm is reserved in gap.
Anti-corrosion timber wedge 6 30~50mm of thickness, 100~150mm of length, using anti-corrosion asphalt immersion, dry.
Spacing between anti-corrosion timber wedge 6 is not more than 600mm, i.e., with monoblock building block length as spacing.
Pea gravel concreten use intensity grade is the microdilatancy pea gravel concreten of C20, and the control of pea gravel concreten slump exists 30~40mm.
Pea gravel concreten mixes swelling agent, and volume presses product description, and volume is 6~8%.
Grout pipe 5 uses the grout pipe of a diameter of 8mm, and 1 meter of interval is embedding.
The preferred embodiments of the present invention are the foregoing is only, is not intended to limit the invention, although with reference to the foregoing embodiments The present invention is described in detail, for a person skilled in the art, it still can be to foregoing embodiments institute The technical scheme of record is modified, or carries out equivalent replacement to which part technical characteristic.It is all it is of the invention spirit and Within principle, any modification, equivalent substitution and improvements made etc. should be included within the scope of the present invention.

Claims (7)

1. wall top stuff up a crack construction method is filled, it is characterised in that:Filling wall (2) is pre- when building by laying bricks or stones to concrete structured beam or plate bottom Stay certain gap (3);After Deng the fully heavy reality of masonry, first stoppered on the inside of wall with anticorrosive wood drift ping (6), give masonry top One precompression;Outside at the top of wall is processed with pea gravel concreten stuff up a crack, it is ensured that dry pea gravel concreten or cement bonded sand Slurry can be closely knit by this gap filling;After reaching 50% Deng outside pea gravel concreten intensity, anti-corrosion timber wedge (6) is removed, carry out wall The pea gravel concreten filling of internal side, and it is spaced embedding grout pipe (5);Plastered on the inside of wall after the completion of (4), by pre-buried Grout pipe (5) irrigates polymer cement mortar;Specific implementation step includes:
Step one is filled when wall (2) is built to close to concrete structured beam or plate (1) bottom and reserves gap (3), and wall to be filled is built by laying bricks or stones (2) finish and be at least spaced 15 days, masonry fully shrinks, sinks in fact, after internal mortar fully condenses, space is cleared up, and pours Water is moistened;
Step 2 installs anti-corrosion timber wedge (6), by anti-corrosion timber wedge (6) plug on the inside of wall, with monoblock building block length as spacing, gives One precompression in masonry top is given, requires that timber wedge is stoppered during installation;Anti-corrosion timber wedge jam-packed, it is impossible to destroy building block corner angle;
Step 3 stuff up a crack, is tamped to gap described in step one with pea gravel concreten, is first carried out from wall side during stuff up a crack, hand Work is consolidated, and fills up pea gravel concreten, and after waiting outside pea gravel concreten intensity to reach 50%, removing anti-corrosion timber wedge (6) carries out wall Inner side pea gravel concreten filling, and it is spaced embedding grout pipe (5);
Step 4 is in the milk, and after the completion of the wall plastering of side within the walls (4) to be filled, polymer water is irrigated by pre-buried grout pipe (5) Cement mortar, is finally handing over seaming position to set one waterproof layer, cuts off and stifled reality grout pipe (5), does finish coat.
It is 2. according to claim 1 to fill wall top stuff up a crack construction method, it is characterised in that:Filling wall (2) is built to close When concrete structured beam or plate (1) bottom, 30~50mm is reserved in gap.
It is 3. according to claim 1 to fill wall top stuff up a crack construction method, it is characterised in that:Anti-corrosion timber wedge (6) thickness 30 ~50mm, 100~150mm of length, using anti-corrosion asphalt immersion, dry.
It is 4. according to claim 1 to fill wall top stuff up a crack construction method, it is characterised in that:Between anti-corrosion timber wedge (6) Spacing is not more than 600mm, i.e., with monoblock building block length as spacing.
It is 5. according to claim 1 to fill wall top stuff up a crack construction method, it is characterised in that:Pea gravel concreten use intensity Grade is the microdilatancy pea gravel concreten of C20, and pea gravel concreten slump is controlled in 30~40mm.
It is 6. according to claim 1 to fill wall top stuff up a crack construction method, it is characterised in that:Pea gravel concreten mixes expansion Agent, volume presses product description, and volume is 6~8%.
It is 7. according to claim 1 to fill wall top stuff up a crack construction method, it is characterised in that:Grout pipe (5) uses diameter It is the grout pipe of 8mm, 1 meter of interval is embedding.
CN201710148046.1A 2017-03-14 2017-03-14 Filling wall top stuff up a crack construction method Pending CN106812219A (en)

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Application Number Priority Date Filing Date Title
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110499927A (en) * 2018-05-18 2019-11-26 东宏建设股份有限公司 A kind of filling wall masonry top mortar fill method
CN111155664A (en) * 2020-03-16 2020-05-15 中建二局第二建筑工程有限公司 Crack control construction method for aerated concrete block filler wall
CN111502327A (en) * 2020-05-08 2020-08-07 中国十七冶集团有限公司 Equipment and method for building top seam of wall
CN111734017A (en) * 2020-07-06 2020-10-02 中铁二十三局集团第四工程有限公司 Light partition board mounting structure and mounting method

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001123561A (en) * 1999-10-25 2001-05-08 Tostem Corp Heat-insulating panel
JP2006046051A (en) * 2004-06-29 2006-02-16 Taisei Corp Vibration control wall and reinforced structure of frame structure provided therewith
CN104179259A (en) * 2014-08-02 2014-12-03 上海家树建筑工程有限公司 Masonry wall and reinforced concrete beam-slab combination caulking method
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
CN105133735A (en) * 2015-08-31 2015-12-09 西安建筑科技大学 Plugging method for precast concrete shear wall and floor joint grouting
CN204898947U (en) * 2015-08-03 2015-12-23 文登蓝岛建筑工程有限公司 Outer wall body transverse joint node structure
CN204940564U (en) * 2015-06-03 2016-01-06 东莞市彩丽建筑维护技术有限公司 A kind of structure of strength cement-based grouting material sealing body of wall splicing seams
CN106245807A (en) * 2016-08-25 2016-12-21 中国十七冶集团有限公司 There is the body of wall in crack in a kind of junction being avoided that with beams of concrete

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001123561A (en) * 1999-10-25 2001-05-08 Tostem Corp Heat-insulating panel
JP2006046051A (en) * 2004-06-29 2006-02-16 Taisei Corp Vibration control wall and reinforced structure of frame structure provided therewith
CN104179259A (en) * 2014-08-02 2014-12-03 上海家树建筑工程有限公司 Masonry wall and reinforced concrete beam-slab combination caulking method
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
CN204940564U (en) * 2015-06-03 2016-01-06 东莞市彩丽建筑维护技术有限公司 A kind of structure of strength cement-based grouting material sealing body of wall splicing seams
CN204898947U (en) * 2015-08-03 2015-12-23 文登蓝岛建筑工程有限公司 Outer wall body transverse joint node structure
CN105133735A (en) * 2015-08-31 2015-12-09 西安建筑科技大学 Plugging method for precast concrete shear wall and floor joint grouting
CN106245807A (en) * 2016-08-25 2016-12-21 中国十七冶集团有限公司 There is the body of wall in crack in a kind of junction being avoided that with beams of concrete

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110499927A (en) * 2018-05-18 2019-11-26 东宏建设股份有限公司 A kind of filling wall masonry top mortar fill method
CN111155664A (en) * 2020-03-16 2020-05-15 中建二局第二建筑工程有限公司 Crack control construction method for aerated concrete block filler wall
CN111155664B (en) * 2020-03-16 2021-06-08 中建二局第二建筑工程有限公司 Crack control construction method for aerated concrete block filler wall
CN111502327A (en) * 2020-05-08 2020-08-07 中国十七冶集团有限公司 Equipment and method for building top seam of wall
CN111734017A (en) * 2020-07-06 2020-10-02 中铁二十三局集团第四工程有限公司 Light partition board mounting structure and mounting method

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Application publication date: 20170609