CN108104260A - Assembled architecture overhanging component construction method - Google Patents
Assembled architecture overhanging component construction method Download PDFInfo
- Publication number
- CN108104260A CN108104260A CN201711482111.0A CN201711482111A CN108104260A CN 108104260 A CN108104260 A CN 108104260A CN 201711482111 A CN201711482111 A CN 201711482111A CN 108104260 A CN108104260 A CN 108104260A
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- China
- Prior art keywords
- overhanging component
- component
- suspension
- assembled architecture
- overhanging
- 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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/003—Balconies; Decks
-
- 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
- E04G21/14—Conveying or assembling building elements
-
- 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
- E04G21/14—Conveying or assembling building elements
- E04G21/142—Means in or on the elements for connecting same to handling apparatus
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a kind of assembled architecture overhanging component construction methods, belong to assembled architecture technical field, including preparation of construction step；Lifting component step；Hang Suspension and by the Suspension and component Connection Step；Adjustment member absolute altitude, verticality and flatness step；The establishment fixing step of component reserved steel bar and plate muscle；Board concrete pours step；Concrete removes the Suspension step after reaching design strength.Assembled architecture overhanging component construction method provided in an embodiment of the present invention, based on steel reinforced concrete fabricated construction system, without using conventional support system so that construction site neat and tidy, safe and unimpeded；And short construction period, operating expenses are low.
Description
Technical field
The invention belongs to assembled architecture technical field more particularly to a kind of assembled architecture overhanging component construction methods.
Background technology
Steel construction is known as steel-mixed mixed structure with concrete composite structure.This structure type is good, whole with anti-seismic performance
The advantages that body is strong.
According to supply side structural reform and the requirement of new Urbanization Progress is promoted, steel construction, concrete are greatly developed
Assembled architectures are waited, there are development energy conservation and environmental protection NPD projects, improve building safety level, promote neutralizing superfluous production capacity etc. more at one stroke
The benefits of obtaining.In the case where policy guide is vigorously supported, assembled architecture gradually comes into the visual field of people, and assembled architecture does not also bear everybody
It is hoped, is applicable in it, the development pattern of economy, safety, green, beauty changes, promotes people life quality.Wherein, prefabricated dress
Refer to that the part or all of component of building is prefabricated in the factory completion with formula building, then transport to construction site, component is passed through
The building that reliable connection mode is assembled and built up.The advantages of this building is that construction speed is fast, and climate conditionality is small, section
About labour, and construction quality can be improved.
At present, during assembled architecture is greatly developed, there are many problems, wherein assembled architecture building site not
Expect uniform, clean environment firendly like that, still needed in the prefabricated components installation process of assembled architecture among these substantial amounts of
Support system, causes live confusion, and the especially outer overhanging component of some assembled architectures combines the supporting way of the full hall frame of tradition, applies
Work scene still makes people difficult to move even one step, and there are larger security risks.Certainly, also to have adjoint assembled architecture to come into being only
Vertical support system makes entire building site become clean salubrious very much, but substantial amounts of gusseted but also building site make an inspection tour, check into
Go out inconvenient, also occur security incident often.
In addition, the prefabricated overhanging component installation process of existing assembled architecture is typically progressively to be applied upwards successively from bottom
Work, until the top layer of building, also causes long construction period.
The content of the invention
The technical problems to be solved by the invention are：A kind of assembled architecture overhanging component construction method is provided, based on steel
Mixed assembled structural system, such method is without using conventional support system so that construction site neat and tidy, safety and smooth
It is logical.
In order to solve the above technical problems, the technical scheme is that：Assembled architecture overhanging component construction method, including
Following steps：
(a) preparation of construction：Determine overhanging component installation site；
(b) lifting component：The overhanging component is hung by installation site, the suspension hook of the lifting equipment using lifting equipment
Under need to hang a chain block；
(c) hang Suspension and be connected the Suspension with component：In the upper strata beam of the overhanging component installation site
Upper suspension Suspension is provided with adjustment structure on the Suspension, the Suspension and the overhanging component is linked together；
(d) adjustment member absolute altitude, verticality and flatness：Using chain block and the adjustment structure to the overhanging structure
It is levelling that part carries out absolute altitude, verticality, the essence of flatness；
(e) component reserved steel bar and the establishment of plate muscle are fixed：The overhanging component absolute altitude, verticality and flatness are adjusted
Afterwards, by the plate muscle banding fixed of the reserved steel bar of the overhanging component and the assembled architecture；
(f) board concrete pours：The plate muscle banding fixed of the overhanging component reserved steel bar and the assembled architecture is complete
Into after examination, pouring for concrete is carried out；
(g) concrete removes the Suspension after reaching design strength：After the age of concrete reaches requirement, reach after testing
After design strength, the Suspension is removed.
As an improvement after the step (d), further include the suspension hook of the lifting equipment and the overhanging structure
Part separating step.
As an improvement the upper strata beam is I-steel.
As an improvement the Suspension is steel wire rope.
As a further improvement, the adjustment structure is flower basket bolt.
As an improvement it is additionally provided with locating groove on the overhanging component.
After employing above-mentioned technical proposal, the beneficial effects of the invention are as follows：
(1) due to assembled architecture overhanging component construction method using lifting equipment, chain block and Suspension come to outstanding
It chooses component to be installed, thus traditional support system is converted into suspension system, in the situation without using conventional support system
Under, realize the installation of assembled architecture overhanging component；
(2) overhanging component construction method provided by the invention can accelerate speed of application, conventional construction method overhanging component
Installation needs could be carried out after support system is set up, and frame is not required in overhanging component construction method provided by the invention
If support system, as long as major structure of construction construction finishes, lifting equipment lifts and hangs Suspension on the beam of upper strata can
To be carried out at the same time, hardly holding time saves erection time of support system；
(3) overhanging component construction method provided by the invention can shorten the construction period, and traditional overhanging component construction method is
It is successively supported, reaches design strength, then carry out next layer of support system and set, then construct；But this hair
The overhanging component construction method of bright offer can simultaneously be constructed with multilayer；
(4) overhanging component construction method mounting cost provided by the invention lowers significantly, and traditional installs support system, needs
Installation personnel, Master Cost are wanted, general building site support system is rents, and cost is higher, and overhanging component provided by the invention is applied
Personnel's installation is not required in work method, and Suspension is more using the number of turnover of steel wire rope, and cost is relatively low, and saves substantial amounts of artificial
Expense；
(5) overhanging component construction method construction site neat and tidy provided by the invention really avoids full hall frame support
System allows building site to become safer, more unimpeded.
Description of the drawings
Fig. 1 is the relative position schematic diagram of overhanging component and upper strata beam, steel wire rope and flower basket bolt in the embodiment of the present invention；
In figure：1- overhanging components, 11- lifting lugs, 12- locating grooves, 2- upper stratas beam, 3- steel wire ropes, 4- flower basket bolts.
Specific embodiment
In order to make the purpose , technical scheme and advantage of the present invention be clearer, with reference to the accompanying drawings and embodiments, it is right
The present invention is further elaborated.It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, and
It is not used in the restriction present invention.
As shown in Figure 1, a kind of assembled architecture overhanging component construction method, includes the following steps：
(a) preparation of construction：Determine 1 installation site of overhanging component；
(b) lifting component：Overhanging component 1 is hung by installation site, lifting equipment using lifting equipment (not shown)
Suspension hook under need to hang a chain block (not shown), it is necessary to explanation, is preset with lifting lug 11 on overhanging component 1, side
Just lift, lifting equipment is when lifting overhanging component 1 generally by the way of 4 points of liftings；
(c) hang Suspension and be connected Suspension with component：It is hung on the upper strata beam 2 of 1 installation site of overhanging component
Suspension is provided with adjustment structure on Suspension, Suspension and overhanging component 1 is linked together；Upper strata beam 2 is preferably I-shaped
Steel, certainly, upper strata beam 2 can also be using other shaped steel that those skilled in the art can realize etc., and details are not described herein；It is outstanding
Hanging piece is preferably steel wire rope 3, certainly, the other manner that Suspension can also can be realized using chain or those skilled in the art
Etc., details are not described herein；Adjustment structure is preferably flower basket bolt 4, and certainly, adjustment structure can also use people in the art
Other adjustment structures that member can realize etc., details are not described herein；
(d) adjustment member absolute altitude, verticality and flatness：Overhanging component 1 is carried out using chain block and flower basket bolt 4
Absolute altitude, verticality, the essence of flatness are levelling；Preferably, it is levelling in order to facilitate the essence of overhanging component 1, it can be set on overhanging component 1
Locating groove 12 is put, it is convenient to be attached with building body；
(e) suspension hook of lifting equipment is separated with overhanging component 1；
(f) component reserved steel bar and the establishment of plate muscle are fixed：After 1 absolute altitude of overhanging component, verticality and flatness are adjusted,
By the reserved steel bar (not shown) of overhanging component 1 and the plate muscle (not shown) banding fixed of assembled architecture；
(g) board concrete pours：The plate muscle banding fixed of 1 reserved steel bar of overhanging component and assembled architecture is completed to check and accept
Afterwards, pouring for concrete is carried out；
(h) concrete removes the Suspension after reaching design strength：After the age of concrete reaches requirement, reach after testing
After design strength, steel wire rope 3 is removed.
It should be noted that it is hung in above-mentioned steps (b) and step (c) on the upper strata beam 2 of 1 installation site of overhanging component
Suspension, which is preferably a step, to be carried out at the same time, and certainly, hangs suspention in step (c) on the upper strata beam 2 of 1 installation site of overhanging component
Part step can also carry out before step (b).Above-mentioned steps (e) only need to be after step (d).
Assembled architecture overhanging component construction method provided in an embodiment of the present invention is using lifting equipment, chain block and hangs
Traditional support system is converted into suspension system by hanging piece to be installed to overhanging component, without using traditional support
In the case of system, the installation of assembled architecture overhanging component is realized.
Overhanging component construction method provided in an embodiment of the present invention can accelerate speed of application, conventional construction method overhanging structure
The installation needs of part could carry out after support system is set up, and overhanging component construction method provided in an embodiment of the present invention
Support system need not be set up, as long as major structure of construction construction finishes, lifting equipment is lifted and hung on the beam of upper strata
Suspension can be carried out at the same time, hardly holding time, save the erection time of support system.
Overhanging component construction method provided in an embodiment of the present invention can shorten the construction period, traditional overhanging component construction method
To be successively supported, reach design strength, then carry out next layer of support system and set, then construct；But this
The overhanging component construction method that inventive embodiments provide can simultaneously be constructed with multilayer.
Overhanging component construction method mounting cost provided in an embodiment of the present invention lowers significantly, and traditional installs support system
System is, it is necessary to installation personnel, Master Cost, and for general building site support system to rent, cost is higher, and provided in an embodiment of the present invention
Personnel's installation is not required in overhanging component construction method, and Suspension is more using the number of turnover of steel wire rope, and cost is relatively low, and saves
Substantial amounts of labour cost.
Overhanging component construction method construction site neat and tidy provided in an embodiment of the present invention, really avoids full hall frame branch
Support system allows building site to become safer, more unimpeded.
To sum up, assembled architecture overhanging component construction method provided in an embodiment of the present invention, based on steel reinforced concrete fabricated construction
System, without using conventional support system so that construction site neat and tidy, safe and unimpeded；And short construction period, construction cost
With low.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all essences in the present invention
All any modification, equivalent and improvement made within refreshing and principle etc., should all be included in the protection scope of the present invention.
Claims (6)
1. assembled architecture overhanging component construction method, which is characterized in that include the following steps：
(a) preparation of construction：Determine overhanging component installation site；
(b) lifting component：The overhanging component is hung by installation site using lifting equipment, is needed under the suspension hook of the lifting equipment
Hang a chain block；
(c) hang Suspension and be connected the Suspension with component：It is hanged on the upper strata beam of the overhanging component installation site
Hanging hanging piece is provided with adjustment structure on the Suspension, the Suspension and the overhanging component is linked together；
(d) adjustment member absolute altitude, verticality and flatness：Using chain block and the adjustment structure to the overhanging component into
Rower height, verticality, the essence of flatness are levelling；
(e) component reserved steel bar and the establishment of plate muscle are fixed：After the overhanging component absolute altitude, verticality and flatness are adjusted,
By the plate muscle banding fixed of the reserved steel bar of the overhanging component and the assembled architecture；
(f) board concrete pours：The plate muscle banding fixed completion of the overhanging component reserved steel bar and the assembled architecture is tested
After receipts, pouring for concrete is carried out；
(g) concrete removes the Suspension after reaching design strength：After the age of concrete reaches requirement, reach design after testing
After intensity, the Suspension is removed.
2. assembled architecture overhanging component construction method according to claim 1, which is characterized in that in the step (d)
Afterwards, further include the suspension hook of the lifting equipment and the overhanging component separating step.
3. assembled architecture overhanging component construction method according to claim 1, which is characterized in that the upper strata Liang Weigong
Word steel.
4. assembled architecture overhanging component construction method according to claim 1, which is characterized in that the Suspension is steel
Cord.
5. assembled architecture overhanging component construction method according to claim 4, which is characterized in that the adjustment structure is
Flower basket bolt.
6. the assembled architecture overhanging component construction method according to any one claim in claim 1 to 5, special
Sign is, locating groove is additionally provided on the overhanging component.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711482111.0A CN108104260B (en) | 2017-12-29 | 2017-12-29 | Construction method of cantilever component of fabricated building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711482111.0A CN108104260B (en) | 2017-12-29 | 2017-12-29 | Construction method of cantilever component of fabricated building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108104260A true CN108104260A (en) | 2018-06-01 |
| CN108104260B CN108104260B (en) | 2020-04-21 |
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ID=62214839
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711482111.0A Active CN108104260B (en) | 2017-12-29 | 2017-12-29 | Construction method of cantilever component of fabricated building |
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| Country | Link |
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| CN (1) | CN108104260B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109403533A (en) * | 2018-12-06 | 2019-03-01 | 中国建筑装饰集团有限公司 | A kind of extensive high-altitude suspended-cable structure aluminum veneer moulding furred ceiling and its construction method |
| CN110206167A (en) * | 2019-06-17 | 2019-09-06 | 中国十七冶集团有限公司 | A kind of assembly concrete building element tenon riveting formula design and construction method |
| CN112726812A (en) * | 2020-12-29 | 2021-04-30 | 浙江经纬装配式建筑科技有限公司 | Assembly type building cantilever member and construction method |
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| CN104674992A (en) * | 2015-01-29 | 2015-06-03 | 中国建筑第八工程局有限公司 | Supporting method and structure of suspended steel bar truss deck |
| CN104746884A (en) * | 2015-04-10 | 2015-07-01 | 华东建筑设计研究院有限公司 | Method for hoisting prefabricated parts of assembled building |
| CN205367457U (en) * | 2016-02-19 | 2016-07-06 | 龙信建设集团有限公司 | Cast member installs special hoist |
| CN106013811A (en) * | 2016-05-13 | 2016-10-12 | 李藏柱 | Mounting method of prefabricated building |
| CN205675990U (en) * | 2016-06-15 | 2016-11-09 | 北京城建建设工程有限公司 | A kind of building prefabricated components hanging apparatus |
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2017
- 2017-12-29 CN CN201711482111.0A patent/CN108104260B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104674992A (en) * | 2015-01-29 | 2015-06-03 | 中国建筑第八工程局有限公司 | Supporting method and structure of suspended steel bar truss deck |
| CN104746884A (en) * | 2015-04-10 | 2015-07-01 | 华东建筑设计研究院有限公司 | Method for hoisting prefabricated parts of assembled building |
| CN205367457U (en) * | 2016-02-19 | 2016-07-06 | 龙信建设集团有限公司 | Cast member installs special hoist |
| CN106013811A (en) * | 2016-05-13 | 2016-10-12 | 李藏柱 | Mounting method of prefabricated building |
| CN205675990U (en) * | 2016-06-15 | 2016-11-09 | 北京城建建设工程有限公司 | A kind of building prefabricated components hanging apparatus |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109403533A (en) * | 2018-12-06 | 2019-03-01 | 中国建筑装饰集团有限公司 | A kind of extensive high-altitude suspended-cable structure aluminum veneer moulding furred ceiling and its construction method |
| CN110206167A (en) * | 2019-06-17 | 2019-09-06 | 中国十七冶集团有限公司 | A kind of assembly concrete building element tenon riveting formula design and construction method |
| CN112726812A (en) * | 2020-12-29 | 2021-04-30 | 浙江经纬装配式建筑科技有限公司 | Assembly type building cantilever member and construction method |
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| Publication number | Publication date |
|---|---|
| CN108104260B (en) | 2020-04-21 |
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