CN107476649A - A kind of Assembled enclosing wall construction method - Google Patents
A kind of Assembled enclosing wall construction method Download PDFInfo
- Publication number
- CN107476649A CN107476649A CN201710712395.1A CN201710712395A CN107476649A CN 107476649 A CN107476649 A CN 107476649A CN 201710712395 A CN201710712395 A CN 201710712395A CN 107476649 A CN107476649 A CN 107476649A
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- China
- Prior art keywords
- prefabricated
- prefabricated panel
- installation
- prefabricated post
- post
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
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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 present invention relates to a kind of Assembled enclosing wall construction method, comprise the following steps：S1, transport material：Prefabricated post, prefabricated panel are transported to job site；S2, make enclosure wall basis：Steel bar template installation and concreting are carried out at the construction field (site), complete enclosure wall basis；S3, installation prefabricated post：Pillar position cross hairs is ejected according to drawing size before installation, handles reserved rim of a cup, it is levelling in reserved rim of a cup bottom pea gravel concreten according to the setting height(from bottom) of setting, prefabricated post, adjustment prefabricated post position are installed；S4, installation prefabricated panel：The surface on levelling enclosure wall basis before installation, lifts and fixes prefabricated panel；S5, installation enclosure wall bear down on one：Installation prefabricated panel bears down on one respectively bears down on one with prefabricated post；S6, processing gap：Fill the gap between prefabricated panel and corresponding prefabricated post groove.Compared with prior art, the present invention has the advantages that to avoid waste of material, saving manpower, saving time, cost controllable.
Description
Technical field
The present invention relates to enclosure wall construction technology, more particularly, to a kind of Assembled enclosing wall construction method.
Background technology
By the factorial praluction of component, the substantial amounts of repetitive operation in job site can be utilized high mechanization and oneself
The prefabricated production line of dynamicization carries out industrialized production, in conjunction with the regularization and standardization of component, so that efficiency is notable
Improve.In prefabrication and assembly construction construction, structure manufacture man-hour accounts for 65% during chief engineer, and installation accounts for 20%~25%, and transport accounts for 10%~
15%.It follows that substantial amounts of work is transferred to factory from scene, so as to significantly shorten the construction period.
The characteristics of building industrialization and civil engineering assembled technology itself, is perfectly in harmony with the theory of current conversion station assembled construction,
Civil engineering assembled technology is promoted, current conversion station civil Engineering Design can be made to accomplish to standardize as far as possible, is finally reached and builds quick, peace
Entirely, high-quality, environment influence that small, maintenance work amoun is small, integrated cost preferably standardizes the purpose of current conversion station.Through investigation, state
Interior current prefabricated building construction technology is constructed also in the prefabricated of incipient stage, particularly industrial building, and PC hanging plates connect
Mouth positioning and connection use industrial glue, bolt connection and reserved embedded part or reinforcement welding mode mostly, and the high temperature of welding can be to mixed
Coagulating native prefabricated concrete board has certain influence.
The content of the invention
It is an object of the present invention to overcome the above-mentioned drawbacks of the prior art and provide a kind of Assembled enclosing wall is applied
Work method.
The purpose of the present invention can be achieved through the following technical solutions：
A kind of Assembled enclosing wall construction method, comprises the following steps：
S1, transport material：Prefabricated post, prefabricated panel are transported to job site；
S2, make enclosure wall basis：Steel bar template installation and concreting are carried out at the construction field (site), complete enclosure wall basis；
S3, installation prefabricated post：Pillar position cross hairs is ejected according to drawing size before installation, handles reserved rim of a cup, according to
The setting height(from bottom) of setting is levelling in reserved rim of a cup bottom pea gravel concreten, installs prefabricated post, adjustment prefabricated post position；
S4, installation prefabricated panel：The surface on levelling enclosure wall basis before installation, lifts and fixes prefabricated panel；
S5, installation enclosure wall bear down on one：Installation prefabricated panel bears down on one respectively bears down on one with prefabricated post；
S6, processing gap：Fill the gap between prefabricated panel and corresponding prefabricated post groove.
Reserved rim of a cup is handled in the step S3 to specifically include to all reserved rim of a cup side wall dabbings and clean out.
Prefabricated post position is adjusted in the step S3 to specifically include：
Enclosure wall both ends pillar is aligned according to cross line position, the elongated construction line of pull-up, is sequentially adjusted in middle each pillar,
After every pillar adjustment, first fixed temporarily with wooden wedge, after integrally inspection is errorless, with microdilatancy pea gravel concreten by rim of a cup
Gap fill up, wooden wedge removed after concrete reaches setting intensity.
Lifted in the step S4 and fixed prefabricated panel specifically includes：
Groove of the both ends of prefabricated panel along prefabricated post side is inserted from capital, every piece of prefabricated panel insertion levelling
Afterwards, inserted with wooden wedge at the gap of prefabricated post groove and prefabricated panel so that prefabricated panel keeps vertical.
The step S6 is specifically included：
Gap between prefabricated panel and corresponding prefabricated post groove is filled with pea gravel concreten, plate stitch above and below prefabricated panel
Silicone weather resistant glue is beaten in outside by place.
The prefabricated post is shaped as cube, and the length of its cross section and wide size are all 250~350mm, and prefabricated post is pacified
The side of dress prefabricated panel is provided with groove.
A length of 2300~2700mm of the prefabricated panel, a height of 2000~2400mm, the width of prefabricated panel are less than in advance
The width of post lateral grooves processed.
Prefabricated panel is installed provided with the hole corresponding with the steel bar end that prefabricated post is reserved in the both ends that the prefabricated panel bears down on one
The steel bar end grafting reserved when bearing down on one with prefabricated post, the section that the prefabricated post is beared down on one is " work " font.
Compared with prior art, the present invention uses Assembled enclosing wall structure, and structural elements is in factory pre- Mr. as needed
Production, avoids waste of material, greatly reduces the workload of wet trade, save manpower and time so that cost and duration are controllable；
Using the production line balance of mechanical automation, information system management, the destruction of job site human factor is avoided, obtains quality
Control；Maintenance frequency and maintenance cost can be reduced in the long-term use of fabricated construction building in the completed, due to raw in factory
The component of production has more preferable durability, reduces later maintenance number, and the enclosure wall assembling structure of separate type, is enclosure wall portion again
The maintenance and replacing of part provide possibility, greatly improve the service life of building, reduce maintenance cost.
Brief description of the drawings
Fig. 1 is Assembled enclosing wall construction method flow chart of the present invention.
Embodiment
The present invention is described in detail with specific embodiment below in conjunction with the accompanying drawings.The present embodiment is with technical solution of the present invention
Premised on implemented, give detailed embodiment and specific operating process, but protection scope of the present invention is not limited to
Following embodiments.
Enclosure wall construction is carried out using assembled, very quickly transformer station region can be closed, create good apply
Work environment, Assembled enclosing wall prefabricated components mainly have prefabricated post, prefabricated panel and prefabricating coping.
As shown in figure 1, a kind of Assembled enclosing wall construction method, comprises the following steps：
S1, transport material：Prefabricated post, prefabricated panel are transported to job site；
S2, make enclosure wall basis：Steel bar template installation and concreting are carried out at the construction field (site), complete enclosure wall basis；
S3, installation prefabricated post：Pillar position cross hairs is ejected according to drawing size before installation, to all reserved rim of a cup side walls
Dabbing is simultaneously cleaned out, and levelling in reserved rim of a cup bottom pea gravel concreten according to the setting height(from bottom) of setting, prefabricated post uses 8t vapour
Car lifting is in place, after the completion of enclosure wall segmental hoisting, adjusts prefabricated post position；
S4, installation prefabricated panel：Before installation, enclosure wall base surface absolute altitude need to be checked, uneven place's pea gravel concreten
It is levelling, ensure after curtain wall penel installation in same absolute altitude, prefabricated panel installation is in place using the lifting of 8t truck cranes, after the completion of to prefabricated
Wallboard is further fixed；
S5, installation enclosure wall bear down on one：Installation prefabricated panel bears down on one respectively bears down on one with prefabricated post；
S6, processing gap：Fill the gap between prefabricated panel and corresponding prefabricated post groove.
Prefabricated post position is adjusted in step S3 to specifically include：
Enclosure wall both ends pillar is aligned according to cross line position, the elongated construction line of pull-up, is sequentially adjusted in middle each pillar,
After every pillar adjustment, first fixed temporarily with wooden wedge, after integrally inspection is errorless, with microdilatancy pea gravel concreten by rim of a cup
Gap fill up, wooden wedge removed after concrete reaches setting intensity.
In step S4 hoisting prefabricated wallboard and further fixation specifically include：
Groove of the both ends of prefabricated panel along prefabricated post side is inserted from capital, every piece of prefabricated panel insertion levelling
Afterwards, inserted with wooden wedge at the gap of prefabricated post groove and prefabricated panel so that prefabricated panel keeps vertical.
Step S6 is specifically included：
Gap between prefabricated panel and corresponding prefabricated post groove is filled with pea gravel concreten, plate stitch above and below prefabricated panel
Silicone weather resistant glue is beaten in outside by place.
Wherein, prefabricated post is shaped as cube, and the length of its cross section and wide size are all 250~350mm, the present embodiment
In, prefabricated post cross sectional dimensions is 300mm × 300mm, and the side of prefabricated post installation prefabricated panel is provided with groove.
A length of 2300~2700mm of prefabricated panel, a height of 2000~2400mm, the width of prefabricated panel are less than prefabricated post
The width of lateral grooves, in the present embodiment, prefabricated panel long 2500mm, high 2200mm.
Bear down on one provided with the hole corresponding with the steel bar end that prefabricated post is reserved, installation prefabricated panel at the both ends that prefabricated panel bears down on one
When with prefabricated post reserve steel bar end grafting, the section that prefabricated post is beared down on one is " work " font.
Claims (8)
1. a kind of Assembled enclosing wall construction method, it is characterised in that comprise the following steps：
S1, transport material：Prefabricated post, prefabricated panel are transported to job site；
S2, make enclosure wall basis：Steel bar template installation and concreting are carried out at the construction field (site), complete enclosure wall basis；
S3, installation prefabricated post：Pillar position cross hairs is ejected according to drawing size before installation, reserved rim of a cup is handled, according to setting
Setting height(from bottom) it is levelling in reserved rim of a cup bottom pea gravel concreten, prefabricated post, adjustment prefabricated post position are installed；
S4, installation prefabricated panel：The surface on levelling enclosure wall basis before installation, lifts and fixes prefabricated panel；
S5, installation enclosure wall bear down on one：Installation prefabricated panel bears down on one respectively bears down on one with prefabricated post；
S6, processing gap：Fill the gap between prefabricated panel and corresponding prefabricated post groove.
2. a kind of Assembled enclosing wall construction method according to claim 1, it is characterised in that handled in the step S3 pre-
Stay rim of a cup to specifically include to all reserved rim of a cup side wall dabbings and clean out.
3. a kind of Assembled enclosing wall construction method according to claim 1, it is characterised in that adjusted in the step S3 pre-
Post position processed specifically includes：
Enclosure wall both ends pillar is aligned according to cross line position, the elongated construction line of pull-up, be sequentially adjusted in middle each pillar, every
After pillar adjustment, first fixed temporarily with wooden wedge, after integrally check it is errorless after, with microdilatancy pea gravel concreten by the seam in rim of a cup
Gap is filled up, and removes wooden wedge after concrete reaches setting intensity.
4. a kind of Assembled enclosing wall construction method according to claim 1, it is characterised in that lifted simultaneously in the step S4
Fixed prefabricated panel specifically includes：
Groove of the both ends of prefabricated panel along prefabricated post side is inserted from capital, after every piece of prefabricated panel insertion levelling, used
Wooden wedge is inserted at the gap of prefabricated post groove and prefabricated panel so that prefabricated panel keeps vertical.
5. a kind of Assembled enclosing wall construction method according to claim 1, it is characterised in that the step S6 is specifically wrapped
Include：
Gap between prefabricated panel and corresponding prefabricated post groove is filled with pea gravel concreten, prefabricated panel up and down at plate stitch outside
Silicone weather resistant glue is beaten in side.
6. a kind of Assembled enclosing wall construction method according to claim 1, it is characterised in that the prefabricated post is shaped as standing
Cube, the length of its cross section and wide size are all 250~350mm, and the side of prefabricated post installation prefabricated panel is provided with groove.
A kind of 7. Assembled enclosing wall construction method according to claim 6, it is characterised in that the prefabricated panel it is a length of
2300~2700mm, a height of 2000~2400mm, the width of prefabricated panel are less than the width of prefabricated post lateral grooves.
8. a kind of Assembled enclosing wall construction method according to claim 1, it is characterised in that what the prefabricated panel beared down on one
The steel bar end that both ends are reserved provided with the hole corresponding with the steel bar end that prefabricated post is reserved, installation prefabricated panel when bearing down on one with prefabricated post
Grafting, the section that the prefabricated post is beared down on one are " work " font.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710712395.1A CN107476649A (en) | 2017-08-18 | 2017-08-18 | A kind of Assembled enclosing wall construction method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710712395.1A CN107476649A (en) | 2017-08-18 | 2017-08-18 | A kind of Assembled enclosing wall construction method |
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| CN107476649A true CN107476649A (en) | 2017-12-15 |
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| CN201710712395.1A Pending CN107476649A (en) | 2017-08-18 | 2017-08-18 | A kind of Assembled enclosing wall construction method |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108222656A (en) * | 2018-01-30 | 2018-06-29 | 重庆中航建设（集团）有限公司 | The construction method of Prefabricated enclosure wall |
| CN110616947A (en) * | 2019-08-26 | 2019-12-27 | 广东建宇建筑科技有限公司 | Construction method of assembled fair-faced concrete enclosure wall |
| CN110847699A (en) * | 2019-11-28 | 2020-02-28 | 松塔知识产权运营武汉有限公司 | High-performance concrete prefabricated wall |
| CN114837491A (en) * | 2022-05-20 | 2022-08-02 | 山西建投远大建筑工业股份有限公司 | Prefabricated enclosure of assembled |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20110098533A (en) * | 2010-02-26 | 2011-09-01 | 성균관대학교산학협력단 | A prefabricated fence |
| CN102644408A (en) * | 2012-05-10 | 2012-08-22 | 芦哲 | Assembly type reinforced concrete prefabricated wall |
| CN102758526A (en) * | 2012-07-03 | 2012-10-31 | 湖北省输变电工程公司 | Industrial prefabricated assembly type enclosing wall construction technology |
| CN202850596U (en) * | 2012-07-03 | 2013-04-03 | 湖北省输变电工程公司 | Industrialized prefabricated assembly type fence |
| CN203394170U (en) * | 2013-08-16 | 2014-01-15 | 四川电力建设三公司 | Prefabricated enclosing wall |
| CN203769424U (en) * | 2014-03-07 | 2014-08-13 | 上海市城市建设设计研究总院 | Prefabricated assembled wall |
| CN104264865A (en) * | 2014-09-23 | 2015-01-07 | 国家电网公司 | Assembly type firewall |
| CN204112860U (en) * | 2014-09-24 | 2015-01-21 | 窦秀香 | Detachable enclosure wall |
-
2017
- 2017-08-18 CN CN201710712395.1A patent/CN107476649A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20110098533A (en) * | 2010-02-26 | 2011-09-01 | 성균관대학교산학협력단 | A prefabricated fence |
| CN102644408A (en) * | 2012-05-10 | 2012-08-22 | 芦哲 | Assembly type reinforced concrete prefabricated wall |
| CN102758526A (en) * | 2012-07-03 | 2012-10-31 | 湖北省输变电工程公司 | Industrial prefabricated assembly type enclosing wall construction technology |
| CN202850596U (en) * | 2012-07-03 | 2013-04-03 | 湖北省输变电工程公司 | Industrialized prefabricated assembly type fence |
| CN203394170U (en) * | 2013-08-16 | 2014-01-15 | 四川电力建设三公司 | Prefabricated enclosing wall |
| CN203769424U (en) * | 2014-03-07 | 2014-08-13 | 上海市城市建设设计研究总院 | Prefabricated assembled wall |
| CN104264865A (en) * | 2014-09-23 | 2015-01-07 | 国家电网公司 | Assembly type firewall |
| CN204112860U (en) * | 2014-09-24 | 2015-01-21 | 窦秀香 | Detachable enclosure wall |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108222656A (en) * | 2018-01-30 | 2018-06-29 | 重庆中航建设（集团）有限公司 | The construction method of Prefabricated enclosure wall |
| CN110616947A (en) * | 2019-08-26 | 2019-12-27 | 广东建宇建筑科技有限公司 | Construction method of assembled fair-faced concrete enclosure wall |
| CN110847699A (en) * | 2019-11-28 | 2020-02-28 | 松塔知识产权运营武汉有限公司 | High-performance concrete prefabricated wall |
| CN114837491A (en) * | 2022-05-20 | 2022-08-02 | 山西建投远大建筑工业股份有限公司 | Prefabricated enclosure of assembled |
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20171215 |
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| RJ01 | Rejection of invention patent application after publication |