CN106401276A - Construction method for wall column binding bars of frame type building block enclosing wall - Google Patents

Construction method for wall column binding bars of frame type building block enclosing wall Download PDF

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Publication number
CN106401276A
CN106401276A CN201610845325.9A CN201610845325A CN106401276A CN 106401276 A CN106401276 A CN 106401276A CN 201610845325 A CN201610845325 A CN 201610845325A CN 106401276 A CN106401276 A CN 106401276A
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China
Prior art keywords
wall
frame
building block
construction method
column
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Pending
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CN201610845325.9A
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Chinese (zh)
Inventor
杨钧
王坤
吕培培
董琦
王德利
吴晓澍
李元龙
朱崇林
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UNIT 63926 OF PLA
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UNIT 63926 OF PLA
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Priority to CN201610845325.9A priority Critical patent/CN106401276A/en
Publication of CN106401276A publication Critical patent/CN106401276A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H17/00Fencing, e.g. fences, enclosures, corrals
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H17/00Fencing, e.g. fences, enclosures, corrals
    • E04H17/14Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
    • E04H17/1404Fences constructed of rigid elements, e.g. with additional wire fillings or with posts using building blocks, e.g. from concrete or stone
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H17/00Fencing, e.g. fences, enclosures, corrals
    • E04H17/14Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
    • E04H17/20Posts therefor

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

The invention discloses a construction method for wall column binding bars of a frame type building block enclosing wall. The construction method comprises the following steps that (1) surveying and setting-out are conducted on side lines of the wall and the side lines of frame columns on the upper surface of a ground beam; (2) wall building blocks are constructed along the measured and set side lines on the ground beam; (3) the wall column binding bars are laid in horizontal mortar joints of the wall in the wall construction process; and (4) a frame column formwork is erected, and concrete is poured. According to the construction method for the wall column binding bars of the frame type building block enclosing wall, the design is reasonable, and the method is easy and convenient to implement; meanwhile, by adoption of the method, the integrity of brickwork and concrete columns can be improved, the embedding precision of the binding bars in the wall is improved, and all stress properties of the concrete columns are improved; and in addition, a flow process is formed by all procedures, the construction period is greatly shortened, the service efficiency of workers, materials and machines is improved, and engineering economic benefits are remarkably increased.

Description

A kind of frame-type building block enclosure wall beam-wall binding muscle construction method
Technical field
The invention belongs to construction project technical field, more particularly to a kind of building enclosure wall is and in particular to a kind of framework Formula building block enclosure wall beam-wall binding muscle construction method, can be used for the construction of frame-type building block enclosure wall beam-wall binding muscle.
Background technology
Building frame formula building block enclosure wall beam-wall binding muscle is constructed, and is always emphasis and the difficult point of enclosure wall engineering construction, simultaneously It is a key factor of restriction duration.By architectural engineering correlative study data-searching, current building frame formula building block enclosure wall What beam-wall binding muscle construction method was commonly used has two kinds:
1)First concrete frame trestle is constructed, then hole according to design requirement position in concrete frame trestle medial surface And bar planting is carried out to tension rib, finally carry out walling unit and build by laying bricks or stones.
2)First formwork erection construction is carried out to concrete frame trestle, secondly in column template medial surface according to design requirement position Put and hole and install fixing tension rib pouring frame post concrete, finally carry out walling unit and build by laying bricks or stones.
Wherein, there is time-consuming longer, the larger shortcoming of boring positioning error of jewel hole bar planting on concrete column in first method; There is the sawdust removing difficulty that boring produces in second method, framed column template removes difficult, larger the lacking of boring positioning error Point.So far, there is not yet the construction of frame-type building block enclosure wall beam-wall binding muscle is according to construction frame column after first masonry panel Lay case that the method for wall tie bar constructed sequentially, and when building by laying bricks or stones.
Content of the invention
It is an object of the invention to provide the frame-type building block enclosure wall wall column that a kind of construction method simplicity, quality are easily controlled Tension rib construction method.
For achieving the above object, the particular technique of a kind of frame-type building block enclosure wall beam-wall binding muscle construction method of the present invention Scheme is:
A kind of frame-type building block enclosure wall beam-wall binding muscle construction method, comprises the following steps:
1)In grade beam upper surface, unwrapping wire is measured to body of wall sideline and frame column sideline;
2)Grade beam sets sideline masonry panel building block by survey and sets up frame column reinforced frame;
3)Lay beam-wall binding muscle during building wall, wall tie bar passes through wall frame post reinforced frame and frame column Reinforcing bar is fixed;
4)Install framed column template casting concrete.
Further, step 1)Surveyed with basic upper surface in grade beam by known control point and set wall column control line, and pass through Control pair body of wall sideline and frame column sideline measure and eject the line of ink marker of frame.
Further, step 2)In on grade beam and wall frame column foundation by survey set sideline using first step back into gingival cyst of mucous gland in the newborn Brick form masonry panel building block arranged by raft.
Further, step 3)In when walling unit is built by laying bricks or stones to designed elevation, in horizontal mortar joint lay body of wall drawknot Muscle, continues masonry panel building block, re-lays the wall tie bar of more high position, and masonry panel building block and laying wall tie bar are handed over Fork is carried out.
Further, step 3)Wall tie bar in horizontal mortar joint is solid with the reinforcing bar binding of frame column reinforced frame or welding Fixed.
Further, step 4)In install framed column template according to design requirement, and checked by wall column control line, Check errorless after-pouring frame column concrete.
The invention has the beneficial effects as follows:
The present invention is reasonable in design, method is easy, and the method can improve the globality between masonry and concrete column simultaneously, improves In body of wall, the pre-buried precision of tension rib, improves every stress performance of concrete column it is most important that the present invention makes each work Define continuous productive process between sequence, greatly reduce the construction period, improve people, material, the service efficiency of machinery, significantly improve Economic benefit of engineering.
Brief description
Fig. 1 is that the frame-type building block enclosure wall body of wall of the present invention cuts open elevational schematic view;
Fig. 2 is the frame-type building block enclosure wall body of wall flat cutting faces schematic diagram of the present invention;
Wherein:1- wall tie bar;2- walling unit;3- frame column;4- body of wall horizontal mortar joint;5- frame column reinforced frame;6- wall The vertical mortar joint of body;7- grade beam;8- wall frame column foundation;9- body of wall sideline;10- frame column sideline.
Below in conjunction with the accompanying drawings, a kind of frame-type building block enclosure wall beam-wall binding muscle construction method of the present invention is done detailed further Thin description.
Specific embodiment:
As shown in Figure 1 to Figure 2, a kind of frame-type building block enclosure wall beam-wall binding muscle construction method of the present invention comprises the following steps:
1)In grade beam 7 upper surface, unwrapping wire is measured to body of wall sideline and frame column 3 sideline;
2)Grade beam 7 sets sideline masonry panel building block 2 by survey and sets up frame column reinforced frame 5;
3)Lay beam-wall binding muscle 1 during building wall, wall tie bar 1 passes through wall frame post reinforced frame 5 and frame Trestle reinforcing bar is fixed;
4)Install frame column 3 template casting concrete.
Step 1 is passed through known control point and is set wall column control line in grade beam 7 with the survey of wall frame column foundation 8 upper surface, and leads to Cross control pair body of wall sideline 9 and frame column sideline 10 to measure and eject the line of ink marker of frame.
In step 2 on grade beam 7 with wall frame column foundation 8 by survey set sideline using first step back into horse tooth trough row's brick shape Formula masonry panel building block 2, row's brick mode of walling unit 2 and body of wall horizontal mortar joint 4, body of wall vertical mortar joint 6 are intended to meet simultaneously Design and national acceptance code requirement.
In step 3 when walling unit 2 is built by laying bricks or stones to designed elevation, in body of wall horizontal mortar joint 4, lay wall tie bar 1, Continue masonry panel building block 2, re-lay the wall tie bar 1 of more high position, masonry panel building block 2 and laying wall tie bar 1 Intersection is carried out, and after both having built certain altitude walling unit by laying bricks or stones, lays several wall tie bars, then builds the body of wall of certain altitude again by laying bricks or stones Building block, is re-laying several wall tie bars.
The reinforcing bar binding of the wall tie bar 1 in horizontal mortar joint 4 in step 3 and frame column reinforced frame 5 or be welded and fixed.
Install frame column 3 template according to design requirement in step 4, and checked by wall column control line, check errorless After-pouring frame column 3 concrete.
Illustrate below taking the newly-built office place in acthar county of Gansu Province 7km frame-type masonry enclosure wall as a example:
First, carry out survey in grade beam upper surface to blockwork sideline and frame column sideline to set, wherein cross-section of frame column is a size of 350mm*350mm, thickness of wall body is 250mm, and body of wall is coaxially centered with frame column.The a height of 600mm* of building block size long * width * 250mm*300mm
Secondly, start to go out, according to one, the mode masonry panel block that 50mm mono- enters (0mm) from bottom on the basis of frame column one side Block, simultaneously concrete block masonry to meet layout design and code requirement.
Then, by design requirement along body of wall every 600mm setting together usual wall tie bar, therefore at second, four, six layers Frame column is passed through to lay the elongated tension rib of a diameter of 8mm in horizontal mortar joint after finishing etc. concrete block masonry.
Finally, after concrete block masonry finishes, framed column template casting concrete are installed.
Novelty explanation of the present invention:
Common skeleton formula masonry enclosure wall integral construction order:1. foundation construction, 2. grade beam construction, 3. frame column construction, 4. body of wall Building block construction, 5. architectural surface construction.And beam-wall binding muscle of the present invention is constructed between step 3 and step 4.
Conventional beam-wall binding muscle construction method:
1 in step 3, according to the pre- doweling of tension rib position electric drill perforate on the framed column template installing, then pours Post inner concrete, is carrying out step 4 after form removal;
2, after step 3 construction finishes, according to the electric drill perforating bar planting of tension rib position on concrete frame trestle, are finally walked Rapid 4;
The beam-wall binding muscle construction method of the present invention:Exchange step 3, the order of step 4, first wall construction, beam-wall binding muscle exists During building wall, direct opsition dependent is laid in horizontal mortar joint, and through post and reinforcing bar binding in post or be welded and fixed, body of wall Build by laying bricks or stones after finishing in the construction carrying out frame column.

Claims (6)

1. a kind of frame-type building block enclosure wall beam-wall binding muscle construction method is it is characterised in that comprise the following steps:
1) in grade beam (7) upper surface, unwrapping wire is measured to body of wall sideline and frame column (3) sideline;
2) set sideline masonry panel building block (2) by survey on grade beam (7) and set up frame column reinforced frame (5);
3) laying beam-wall binding muscle (1) during building wall, wall tie bar (1) passes through wall frame post reinforced frame (5) And fix with frame column reinforcing bar;
4) frame column (3) template casting concrete are installed.
2. frame-type building block enclosure wall beam-wall binding muscle construction method according to claim 1 is it is characterised in that step 1) lead to Cross known control point and set wall column control line in grade beam (7) with the survey of wall frame column foundation (8) upper surface, and pass through control pair wall Body sideline (9) and frame column sideline (10) measure and eject the line of ink marker of frame.
3. frame-type building block enclosure wall beam-wall binding muscle construction method according to claim 1 is it is characterised in that step 2) in Grade beam (7) and wall frame column foundation (8) upper by survey set sideline using first step back into horse tooth trough arrange brick form masonry panel Building block (2).
4. frame-type building block enclosure wall beam-wall binding muscle construction method according to claim 1 is it is characterised in that step 3) in When walling unit (2) is built by laying bricks or stones to designed elevation, laying wall tie bar (1) in body of wall horizontal mortar joint (4), continues masonry wall Building block (2), re-lays the wall tie bar (1) of more high position, and masonry panel building block (2) and laying wall tie bar (1) are handed over Fork is carried out.
5. frame-type building block enclosure wall beam-wall binding muscle construction method according to claim 4 is it is characterised in that step 3) in The reinforcing bar binding of the wall tie bar (1) in horizontal mortar joint (4) and frame column reinforced frame (5) or be welded and fixed.
6. frame-type building block enclosure wall beam-wall binding muscle construction method according to claim 1 is it is characterised in that step 4) in Install frame column (3) template according to design requirement, and checked by wall column control line, check errorless after-pouring frame column (3) concrete.
CN201610845325.9A 2016-09-23 2016-09-23 Construction method for wall column binding bars of frame type building block enclosing wall Pending CN106401276A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610845325.9A CN106401276A (en) 2016-09-23 2016-09-23 Construction method for wall column binding bars of frame type building block enclosing wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610845325.9A CN106401276A (en) 2016-09-23 2016-09-23 Construction method for wall column binding bars of frame type building block enclosing wall

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108532985A (en) * 2018-06-07 2018-09-14 中建五局土木工程有限公司 Foundation beam board construction method
CN108756016A (en) * 2018-04-12 2018-11-06 五冶集团上海有限公司 A kind of construction method for making secondary structure beam form with U-shaped building block
WO2023035803A1 (en) * 2021-09-10 2023-03-16 上海建为历保科技股份有限公司 Stability reinforcement construction method suitable for historic building partition wall of wooden structure

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102486049A (en) * 2010-12-06 2012-06-06 上海伙隆实业有限公司 Filler wall masonry tie bar planting method
CN103046665A (en) * 2012-12-14 2013-04-17 北京工业大学 Insulating mortar strengthening layer rowlock wall with steel wire mesh for setting hose tooth constructional column and manufacturing method thereof
CN103195190A (en) * 2013-04-08 2013-07-10 北京工业大学 Recycled concrete brick and insulating layer composite wall with tie reinforcing steel bars and manufacturing method thereof
CN103821253A (en) * 2014-02-28 2014-05-28 浙江海天建设集团有限公司 Constructing technique for aerated concrete block filler wall
CN104878853A (en) * 2015-04-02 2015-09-02 中国十七冶集团有限公司 Method for mounting tie bars at position of joint surface between masonry wall and concrete structure
CN105178473A (en) * 2015-06-25 2015-12-23 朱占元 Construction method of constructional column of novel T-shaped filling wall with frame structure

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102486049A (en) * 2010-12-06 2012-06-06 上海伙隆实业有限公司 Filler wall masonry tie bar planting method
CN103046665A (en) * 2012-12-14 2013-04-17 北京工业大学 Insulating mortar strengthening layer rowlock wall with steel wire mesh for setting hose tooth constructional column and manufacturing method thereof
CN103195190A (en) * 2013-04-08 2013-07-10 北京工业大学 Recycled concrete brick and insulating layer composite wall with tie reinforcing steel bars and manufacturing method thereof
CN103821253A (en) * 2014-02-28 2014-05-28 浙江海天建设集团有限公司 Constructing technique for aerated concrete block filler wall
CN104878853A (en) * 2015-04-02 2015-09-02 中国十七冶集团有限公司 Method for mounting tie bars at position of joint surface between masonry wall and concrete structure
CN105178473A (en) * 2015-06-25 2015-12-23 朱占元 Construction method of constructional column of novel T-shaped filling wall with frame structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108756016A (en) * 2018-04-12 2018-11-06 五冶集团上海有限公司 A kind of construction method for making secondary structure beam form with U-shaped building block
CN108532985A (en) * 2018-06-07 2018-09-14 中建五局土木工程有限公司 Foundation beam board construction method
WO2023035803A1 (en) * 2021-09-10 2023-03-16 上海建为历保科技股份有限公司 Stability reinforcement construction method suitable for historic building partition wall of wooden structure

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Application publication date: 20170215

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