CN108894498A - A kind of building filling wall integrated construction technique - Google Patents
A kind of building filling wall integrated construction technique Download PDFInfo
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- CN108894498A CN108894498A CN201810844539.3A CN201810844539A CN108894498A CN 108894498 A CN108894498 A CN 108894498A CN 201810844539 A CN201810844539 A CN 201810844539A CN 108894498 A CN108894498 A CN 108894498A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
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Abstract
The invention discloses a kind of buildings to fill wall integrated construction technique, and process flow is：Base cleaning, the construction line-putting, mixing mortar, vertical marked rod, build Kan Tai, row's block puts bottom, constructional column, lacing wire, casting concrete, jointing and ending check and accept process, base cleaning mode is to clear up before building brick body plinth course, laitance on floor and dust are cleaned out, and base is wet when watering, the construction line-putting mode is according to floor control axis, each floor wall axis and the door-window opening position line are released in advance, the building filling wall integrated construction technology process process design is reasonable, this completely new building fills wall construction technology, not only meet building filling wall construction requirement, and compared with traditional building fills wall construction technology, time saving and energy saving material saving, the building filling wall integrated construction process value, which is obtained, to be promoted and uses in building field.
Description
Technical field
The present invention relates to a kind of buildings to fill wall integrated construction technique, and specifically a kind of building fills wall integrated construction work
Skill.
Background technique
With constantly pushing ahead for Re-search on Urbanization work, more and more high buildings and large mansions are rised sheer from level ground, such as the spring after rain
Bamboo shoot are general, and building filling wall is then a kind of practical construction equipment of rise in building construction, and building filling wall is suitable
For the enclosure wall of general industry and civil building, especially frame or the building of shear wall structure, such masonry wall is general
It is not supporting part, only plays separation or go along with sb. to guard him.
More or less all there is certain defect in current building filling wall construction technology, such as：Wall after construction is secured
Property it is not all right, easily there is crack, make the reduced service life of wall, the present invention is directed to create a kind of completely new building filling wall one
Construction technology, designer design this completely new building filling wall construction technology, no according to multiple practice and the experience of life
But the requirement of building filling wall construction is met, and compared with traditional building fills wall construction technology, it is time saving and energy saving
Material saving, the building filling wall integrated construction process value, which is obtained, to be promoted and uses in building field.
Summary of the invention
The purpose of the present invention is to provide a kind of buildings to fill wall integrated construction technique, to solve to mention in above-mentioned background technique
Out the problem of.
To achieve the above object, the present invention provides the following technical solutions：
A kind of building filling wall integrated construction technique, including：Base cleaning, mixing mortar, vertical marked rod, is built the construction line-putting
Kan Tai, row's block put bottom, constructional column lacing wire and casting concrete, jointing and ending and check and accept process,（1）The base cleaning mode
To clear up before building brick body plinth course, base is wet when laitance on floor and dust being cleaned out, and being watered；
（2）The construction line-putting mode is to release each floor wall axis and door-window opening position in advance according to floor control axis
Line；（3）The mixing mortar mode be with dry-mixed mortar with mix with；（4）The masonry Kan Tai is aerated concrete building block；（5）Institute
It is to carry out row's brick, and the row's of drafting brick figure according to wall size, constructional column, hole mouthful position Ge line that the row's of stating block, which puts bottom mode,.
As a further solution of the present invention：The construction line-putting concrete operations mode is：According to indoor structure measuring
Main shaft, wall control line pilot measurement respectively fill wall Wei Ge line and control line；The elevation line of door opening is according to indoor wall level
Line 0.5m pilot measurement；" determining with long positioning, with essence thick " principle is followed when wall line measuring, determines short side Xiang Wei Ge with length direction axis
Line.
As a further solution of the present invention：The mixing mortar concrete operations mode is：Masonry mortar used is Mb5 water
Mud mixed mortar；For the viscosity of the masonry mortar between 60~90mm, mortar must contain ash charge after mixing and before
In slot；Mortar must with mix with, cement mixed mortar after mixing in 4 hours using finishing, construction period temperature is more than 30 °
When, it is necessary to using finishing in 3 hours.
As a further solution of the present invention：The vertical marked rod specific embodiment is：Turn in house quadrangle or stair
Skin vertical bar is set at angle, marked rod spacing is no more than 15m, and foundation beam is uneven, the interior mortar levelling of 2cm, more than 2cm > C15
Fine-stone concrete is levelling；Brick skin number and gray seam thickness are discharged on marked rod or on frame column, wall, and marks windowsill, hole and wall
Beam construction absolute altitude.
As a further solution of the present invention：The masonry bank platform specific embodiment is：Building block arrangement figure is drawn in advance,
Brick arranges 600 long master ga(u)ge lattice building blocks, arranges since door opening；When disconnecting building block, cut out using handsaw and cutting machine saw whole
Together and building block corner angle are protected, saw cuts out building block length >=building block total length 1/3, and length≤150mm building block cannot go up wall；It builds
Spread using pea gravel concreten closely knit when building bottom building block, when gray seam thickness > 20mm, upper hypodermis mortar joint, which is staggered, takes blocks, takes block and grows
Degree >=building block overall length 1/3.
As a further solution of the present invention：The constructional column lacing wire is with casting concrete specific embodiment：Reinforcing bar
Connector overlap joint, overlap joint are staggered 50%, constructional column encryption within the scope of 600mm up and down, cover to reinforcement 15mm；Template is adopted
With old multi-layer board and flitch Pei Ge, lintel, binder special fixture, constructional column is fixed with through-wall bolt with steel pipe；Before concrete building
Watering moistens plank sheathing, and concreting must be carried out continuously, and carried out concrete after wall is built to design height in constructional column and poured
When building, progress must be layered by pouring concrete, and every layer vibrates once when pouring height≤400mm.
Compared with prior art, the beneficial effects of the invention are as follows：A kind of building fills wall integrated construction technique work
Skill process design is reasonable, and jointing specific embodiment is：When filling walling is built to close to beam, board bottom, there are gaps, to be filled
Wall built simultaneously >=interval after 7 days, carried out jointing operation；Ending checks and accepts process specific embodiment：According to national standard《It builds
Build acceptance of engineering quality unified standard》GB50300 regulation executes, and to structural inspection or parallel testing improper works, not tests
It receives, a kind of building filling wall integrated construction technique not only meets the requirement of building filling wall construction, Er Qieyu
Traditional building filling wall construction technology is compared, time saving and energy saving material saving, and the building filling wall integrated construction process value obtains
Building field is promoted and is used.
Specific embodiment
Technical solution of the present invention is described in more detail With reference to embodiment.
Embodiment
A kind of building filling wall integrated construction technique, including：Base cleaning, the construction line-putting, mixing mortar, vertical marked rod,
Masonry Kan Tai, row's block put bottom, constructional column lacing wire and casting concrete, jointing and ending and check and accept process,（1）The base cleaning
Mode is to clear up before building brick body plinth course, base when laitance on floor and dust being cleaned out, and being watered
It is wet；（2）The construction line-putting mode is to release each floor wall axis and door-window opening in advance according to floor control axis
The position line；（3）The mixing mortar mode be with dry-mixed mortar with mix with；（4）The masonry Kan Tai is aerated concrete building block；
（5）It is to carry out row's brick according to wall size, constructional column, hole mouthful position Ge line, and draw and clap brick figure that row's block, which puts bottom mode,.
The construction line-putting concrete operations mode is：According to the main shaft of indoor structure measuring, wall control line pilot measurement
Each filling wall Wei Ge line and control line；The elevation line of door opening is according to indoor wall horizontal line 0.5m pilot measurement；When wall line measuring
" determining with long positioning, with essence thick " principle is followed, determines short side Xiang Wei Ge line with length direction axis.
The mixing mortar concrete operations mode is：Masonry mortar used is Mb5 cement mixed mortar；The masonry mortar
Viscosity between 60~90mm, mortar must be contained in ash-pit after mixing and before；Mortar must be with mixing with water
Mud mixed mortar after mixing in 4 hours using finishing, when construction period temperature is more than 30 °, it is necessary to used in 3 hours
Finish.
The vertical marked rod specific embodiment is：Skin vertical bar, marked rod spacing are set in house quadrangle or stair corner
No more than 15m, foundation beam is uneven, and the interior mortar levelling of 2cm is levelling with > C15 fine-stone concrete more than 2cm；On marked rod or
Brick skin number and gray seam thickness are discharged on frame column, wall, and marks windowsill, hole and wall beam construction absolute altitude.
The masonry bank platform specific embodiment is：Building block arrangement figure is drawn in advance, and brick arrangement is built with 600 long master ga(u)ge lattice
Block is arranged since door opening；When disconnecting building block, cuts out neat using handsaw and cutting machine saw and protect building block corner angle, saw is cut out
Building block length >=building block total length 1/3, length≤150mm building block cannot go up wall；When building bottom building block, gray seam thickness
Pea gravel concreten is used to spread when > 20mm closely knit, upper hypodermis mortar joint, which is staggered, takes block, takes block length >=building block overall length 1/3.
The constructional column lacing wire is with casting concrete specific embodiment：Splice overlap joint, overlap joint are staggered 50%,
Encryption within the scope of 600mm, cover to reinforcement 15mm above and below constructional column；Template uses old multi-layer board and flitch Pei Ge, mistake
Beam, binder special fixture, constructional column are fixed with through-wall bolt with steel pipe；Watering moistens plank sheathing before concrete building, concrete
Pouring must be carried out continuously, and in constructional column when carrying out concrete placings after wall is built to design height, progress must be layered by pouring concrete,
Every layer vibrates once when pouring height≤400mm.
A kind of building filling wall integrated construction technology process process design is reasonable, and jointing specific embodiment is：
When filling walling is built to close to beam, board bottom, there are gap, wall to be filled built simultaneously >=interval after 7 days, progress jointing work
Industry；Ending checks and accepts process specific embodiment：According to national standard《Construction engineering quality checks and accepts unified standard》GB50300 rule
It is fixed to execute, to structural inspection or parallel testing improper works, not check and accept.
The building filling wall integrated construction technology process process design is reasonable, and designer is according to multiple practice and life
Experience designs this completely new building filling wall construction technology, not only meets the requirement of building filling wall construction, and
And compared with traditional building fills wall construction technology, time saving and energy saving material saving, the building fills wall integrated construction process value
It obtains and promotes and use in building field.
Better embodiment of the invention is explained in detail above, but the present invention is not limited to above-mentioned embodiment party
Formula within the knowledge of one of ordinary skill in the art can also be without departing from the purpose of the present invention
Various changes can be made.
Claims (7)
1. a kind of building fills wall integrated construction technique, it is characterised in that：Including：Base cleaning, the construction line-putting, mixing mortar,
Vertical marked rod, masonry Kan Tai, row's block put bottom, constructional column lacing wire and casting concrete, jointing and ending and check and accept process, feature
It is：（1）The base cleaning mode is to clear up before building brick body plinth course, and laitance on floor and dust is clear
Base is wet when managing completely, and watering；（2）The construction line-putting mode is to release every Stall in advance according to floor control axis
Layer wall axis and the door-window opening position line；（3）The mixing mortar mode be with dry-mixed mortar with mix with；（4）The block
Building Kan Tai is aerated concrete building block；（5）It is to be arranged according to wall size, constructional column, hole mouthful position Ge line that row's block, which puts bottom mode,
Brick, and the row's of drafting brick figure.
2. a kind of building according to claim 1 fills wall integrated construction technique, it is characterised in that：The construction line-putting tool
Body mode of operation is：Wall Wei Ge line and control are respectively filled according to the main shaft of indoor structure measuring, wall control line pilot measurement
Line；The elevation line of door opening is according to indoor wall horizontal line 0.5m pilot measurement；" determining with long positioning, with essence thick " is followed when wall line measuring
Principle determines short side Xiang Wei Ge line with length direction axis.
3. a kind of building according to claim 1 fills wall integrated construction technique, it is characterised in that：The mixing mortar tool
Body mode of operation is：Masonry mortar used is Mb5 cement mixed mortar；The viscosity of the masonry mortar be 60~90mm it
Between, mortar must be contained in ash-pit after mixing and before；Mortar must be with mixing with cement mixed mortar is 4 after mixing
Use finishes in hour, when construction period temperature is more than 30 °, it is necessary to using finishing in 3 hours.
4. a kind of building according to claim 1 fills wall integrated construction technique, it is characterised in that：The vertical marked rod tool
Body embodiment is：Skin vertical bar is set in house quadrangle or stair corner, for marked rod spacing no more than 15m, foundation beam is uneven,
The interior mortar levelling of 2cm, it is levelling with > C15 fine-stone concrete more than 2cm；Brick skin number is discharged on marked rod or on frame column, wall
And gray seam thickness, and mark windowsill, hole and wall beam construction absolute altitude.
5. a kind of building according to claim 1 fills wall integrated construction technique, it is characterised in that：The masonry Kan Tai tool
Body embodiment is：Building block arrangement figure is drawn in advance, and brick arranges 600 long master ga(u)ge lattice building blocks, arranges since door opening；It disconnects
When building block, cuts out neat using handsaw and cutting machine saw and protect building block corner angle, saw cuts out building block length >=building block total length
1/3, length≤150mm building block cannot go up wall；When building bottom building block, pea gravel concreten is used when gray seam thickness > 20mm
Spread closely knit, upper hypodermis mortar joint, which is staggered, takes block, takes block length >=building block overall length 1/3.
6. a kind of building according to claim 1 fills wall integrated construction technique, it is characterised in that：The constructional column lacing wire
It is with casting concrete specific embodiment：Splice overlap joint, overlap joint are staggered 50%, and constructional column adds in 600mm up and down
Close processing, cover to reinforcement 15mm；Template uses old multi-layer board and flitch Pei Ge, lintel, binder special fixture, constructional column
It is fixed with through-wall bolt with steel pipe；Watering moistens plank sheathing before concrete building, and concreting must be carried out continuously, in constructional column
When carrying out concrete placings after wall is built to design height, progress must be layered by pouring concrete, and every layer vibrates when pouring height≤400mm
Once.
7. a kind of building according to claim 1 fills wall integrated construction technique, it is characterised in that：The jointing is specifically real
The mode of applying is：When filling walling is built to close to beam, board bottom, there are gap, wall to be filled has built simultaneously >=be spaced 7 days after, into
Row jointing operation.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201810844539.3A CN108894498A (en) | 2018-07-27 | 2018-07-27 | A kind of building filling wall integrated construction technique |
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| CN201810844539.3A CN108894498A (en) | 2018-07-27 | 2018-07-27 | A kind of building filling wall integrated construction technique |
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Cited By (2)
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| CN109680824A (en) * | 2018-12-26 | 2019-04-26 | 谢世琴 | A kind of building filling wall integrated construction technique |
| 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 |
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| 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 |
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Application publication date: 20181127 |
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