CN109826314A - A kind of installation method of assembled architecture - Google Patents
A kind of installation method of assembled architecture Download PDFInfo
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- CN109826314A CN109826314A CN201910100661.4A CN201910100661A CN109826314A CN 109826314 A CN109826314 A CN 109826314A CN 201910100661 A CN201910100661 A CN 201910100661A CN 109826314 A CN109826314 A CN 109826314A
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- Prior art keywords
- prefabricated
- tower crane
- assembled architecture
- building
- prefabricated components
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Abstract
The invention discloses a kind of installation method of assembled architecture, the optimal location for including the following steps: step S1, determining tower crane, the optimal location is to combine the optimal location selected after the stowed location for building situation of building and each prefabricated components；Step S2, base treatment；Step S3, each prefabricated components are successively lifted using tower crane, complete the installation of the first layer vertical member of assembled architecture；Step S4, first layer top horizontal member is installed, connecting portion reinforcing bar is bound, carries out the concreting of in-situ layer；Step S5, step S3 and step S4 is repeated, realizes each layer of the installation in building.The installation method of one of present invention assembled architecture, when carrying out the selection of tower crane position, comprehensively consider in the position of building, the factors such as the weight of the stowed location of prefabricated components, the carrying number of prefabricated components and prefabricated components, so that selected tower crane position is optimal, to reach a wide range of, stablize the purpose of lifting.
Description
Technical field
The present invention relates to assembled architecture mounting technique field more particularly to a kind of installation methods of assembled architecture.
Background technique
With the development of modern industrial technology, Process of Urbanization Construction is accelerated, and building field also welcomes various technological innovations, assembles
Formula building is one of them, since the construction speed of assembled architecture is fast, and lower production costs, rapidly all over the world
Popularization is come.
A large amount of building element is completed the process by Workshop Production in assembled architecture, and component type mainly has: prefabricated panel,
Prefabricated balcony, prefabricated air-conditioning plate, precast stair, precast beam, prefabricated post；The a large amount of assembling work in scene, than original cast-in-place operation
Greatly reduce；Using building, finishing integrated design, construction, perfect condition is that finishing can be carried out with main body construction is synchronous；Design
Standardization and management informationization, component gets over standard, and production efficiency is higher, and corresponding component cost will decline, and cooperates work
The cost performance of the digital management of factory, entire assembled architecture can be higher and higher, meanwhile, meet the requirement of green building, energy conservation
Environmental protection.
In the installation process of assembled architecture, highest to technical requirements is the lifting of prefabricated member.In order to ensure
Lifting is gone on smoothly, and after prefabricated member transports to scene, is needed reasonable arrangement to stack place, is facilitated lifting, meanwhile, it needs rationally
The position of tower crane is set, to realize a wide range of, safety and stability lifting.In the prior art, the determination of tower crane position using
Performance simulation in CAD, until have tower crane model all at a certain position prefabricated member all the range of tower crane lifting it
It is interior.Whole process needs to crosscheck each prefabricated member, time-consuming and laborious.
Summary of the invention
In the prior art for solution, time-consuming in tower crane position determination process existing for a kind of installation method of assembled architecture
Laborious technical problem, technical scheme is as follows:
The installation method of one of present invention assembled architecture, includes the following steps:
Step S1, the optimal location of tower crane is determined, which is to combine building situation of building and each prefabricated
The optimal location selected after the stowed location of component；
Step S2, base treatment；
Step S3, each prefabricated components are successively lifted using tower crane, complete the first layer vertical member of assembled architecture
Installation；
Step S4, first layer top horizontal member is installed, connecting portion reinforcing bar is bound, the concrete for carrying out in-situ layer pours
It builds；
Step S5, step S3 and step S4 is repeated, realizes each layer of the installation in building.
In a preferred embodiment, the step S1 specifically comprises the following steps:
Step S11, the selected multiple position X that can lay tower cranei, the prefabricated components for each type that determination need to lift
Position Yj, each type prefabricated components number NjAnd in each type prefabricated components a prefabricated components weight Wj；
Step S12, each position for laying tower crane and the total distance between building and the position of prefabricated components are calculated
Di, the smallest D of total distancei, then it is optimal tower crane position:
Wherein, F is in the center of building, wjFor the weight of the prefabricated components of j-th of type, n is prefabricated components
Species number.
In a preferred embodiment, step S2 specifically: installation built-in fitting reinforces after-pouring concrete.
In a preferred embodiment, step S3 includes the following steps:
Step S31, prefabricated panel bottom support frame is installed, the hoisting prefabricated wallboard of tower crane keeps prefabricated panel and support frame solid
Fixed connection, after prefabricated panel is installed, is consolidated using inclined support bar, and one end of inclined support bar is connect with prefabricated panel,
The other end of inclined support bar is connect with built-in fitting；
Step S32, prefabricated post support frame is installed, the hoisting prefabricated column of tower crane is fixedly connected with prefabricated post with support frame, prefabricated
It after column is installed, is consolidated using inclined support bar, one end and the prefabricated post of inclined support bar are bolted, inclined support bar
The other end connect with built-in fitting；
Step S33, pass through peace at the top of prefabricated panel and prefabricated panel, prefabricated panel and prefabricated post, prefabricated post and prefabricated post
Fill horizontally-supported reinforced；
Step S34, by design requirement assembling reinforcement and it is laid with preheating embedding line；
Step S35, casting concrete makes prefabricated panel, prefabricated post and base connect into overall structure.
In a preferred embodiment, step S4 includes the following steps:
Step S41, precast beam support frame is installed, the hoisting prefabricated beam of tower crane makes precast beam and the fixed company of precast beam support frame
It connects；
Step S42, floor bracket is installed, tower crane lifts floor, and floor is fixedly connected with floor bracket using bolt；
Step S43, prefabricated air-conditioning plate, prefabricated balcony, precast stair are installed；
Step S44, connecting portion reinforcing bar is bound, casting concrete makes floor, precast beam, prefabricated air-conditioning plate, prefabricated sun
Platform, precast stair connect into overall structure.
The installation method of one of present invention assembled architecture, compared with prior art, it has the advantage that:
The installation method of one of present invention assembled architecture comprehensively considers when carrying out the selection of tower crane position
In the position of building, the factors such as the weight for carrying number and prefabricated components of the stowed locations of prefabricated components, prefabricated components make
It is optimal to obtain selected tower crane position, to reach a wide range of, stablizes the purpose of lifting.
Specific embodiment
Technical solution of the present invention will be clearly and completely described below.Based on the embodiments of the present invention, ability
Domain those of ordinary skill every other embodiment obtained without creative efforts, belongs to guarantor of the present invention
The range of shield.
A kind of installation method of assembled architecture of the invention, includes the following steps:
Step S1, the optimal location of tower crane is determined, which is to combine building situation of building and each prefabricated
The optimal location selected after the stowed location of component:
Step S11, the selected multiple position X that can lay tower cranei, the prefabricated components for each type that determination need to lift
Position Yj, each type prefabricated components number NjAnd in each type prefabricated components a prefabricated components weight Wj；It is existing
In technology, common prefabricated components include prefabricated panel, prefabricated balcony, prefabricated air-conditioning plate, precast stair, precast beam, prefabricated post.
At the position of selected tower crane, it is thus necessary to determine that the position of each prefabricated components, in order to calculate selected tower crane position and pre-
The distance between component processed.Simultaneously as the quantity and weight of every kind of prefabricated component are different, the number lifted and lifting
Route construction can all be affected, so requiring to account at the position of selected tower crane.
Step S12, each position for laying tower crane and the total distance between building and the position of prefabricated components are calculated
Di, the smallest D of total distancei, then it is optimal tower crane position:
Wherein, F is in the center of building, wjFor the weight of the prefabricated components of j-th of type, n is prefabricated components
Species number.
The installation method of one of present invention assembled architecture comprehensively considers when carrying out the selection of tower crane position
In the position of building, the factors such as the weight for carrying number and prefabricated components of the stowed locations of prefabricated components, prefabricated components make
It is optimal to obtain selected tower crane position, to reach a wide range of, stablizes the purpose of lifting.
After selecting optimal tower crane position, so that it may carry out the installation of assembled architecture, specific installation steps are as follows:
Step S2, base treatment；Specifically: installation built-in fitting, foundation bolt and cast-in-place construction are required according to design drawing
Steel reinforcement cage and prefabricated panel dowel, prefabricated post dowel in column and component hollow hole, reinforcing after-pouring concrete are made cast-in-place
Then basis or prefabricated foundation carry out the installation exercise of prefabricated components；
Step S3, each prefabricated components are successively lifted using tower crane, complete the first layer vertical member of assembled architecture
Installation:
Step S31, prefabricated panel bottom support frame is installed, the hoisting prefabricated wallboard of tower crane keeps prefabricated panel and support frame solid
Fixed connection, after prefabricated panel is installed, is consolidated using inclined support bar, and one end of inclined support bar is connect with prefabricated panel,
The other end of inclined support bar is connect with built-in fitting；
Step S32, prefabricated post support frame is installed, the hoisting prefabricated column of tower crane is fixedly connected with prefabricated post with support frame, prefabricated
It after column is installed, is consolidated using inclined support bar, one end and the prefabricated post of inclined support bar are bolted, inclined support bar
The other end connect with built-in fitting；
Step S33, pass through peace at the top of prefabricated panel and prefabricated panel, prefabricated panel and prefabricated post, prefabricated post and prefabricated post
Fill horizontally-supported reinforced；
Step S34, by design requirement assembling reinforcement and it is laid with preheating embedding line；
Step S35, casting concrete makes prefabricated panel, prefabricated post and base connect into overall structure.
Step S4, first layer top horizontal member is installed, connecting portion reinforcing bar is bound, the concrete for carrying out in-situ layer pours
It builds:
Step S41, precast beam support frame is installed, the hoisting prefabricated beam of tower crane makes precast beam and the fixed company of precast beam support frame
It connects；
Step S42, floor bracket is installed, tower crane lifts floor, and floor is fixedly connected with floor bracket using bolt；
Step S43, prefabricated air-conditioning plate, prefabricated balcony, precast stair are installed；
Step S44, connecting portion reinforcing bar is bound, casting concrete makes floor, precast beam, prefabricated air-conditioning plate, prefabricated sun
Platform, precast stair connect into overall structure.
Step S5, step S3 and step S4 is repeated, realizes each layer of the installation in building.
The above description is merely a specific embodiment, but scope of protection of the present invention is not limited thereto, any
Those familiar with the art in the technical scope disclosed by the present invention, can easily think of the change or the replacement, and should all contain
Lid is within protection scope of the present invention.Therefore, protection scope of the present invention should be based on the protection scope of the described claims.
Claims (5)
1. a kind of installation method of assembled architecture, which comprises the steps of:
Step S1, the optimal location of tower crane is determined, which is to combine building situation of building and each prefabricated components
Stowed location after the optimal location that selects；
Step S2, base treatment；
Step S3, each prefabricated components are successively lifted using tower crane, complete the installation of the first layer vertical member of assembled architecture；
Step S4, first layer top horizontal member is installed, connecting portion reinforcing bar is bound, carries out the concreting of in-situ layer；
Step S5, step S3 and step S4 is repeated, realizes each layer of the installation in building.
2. a kind of installation method of assembled architecture according to claim 1, which is characterized in that the step S1 is specifically wrapped
Include following steps:
Step S11, the selected multiple position X that can lay tower cranei, the position of the prefabricated components for each type that determination need to lift
Yj, each type prefabricated components number NjAnd in each type prefabricated components a prefabricated components weight Wj；
Step S12, each position for laying tower crane and the total distance D between building and the position of prefabricated components are calculatedi, always
Apart from the smallest Di, then it is optimal tower crane position:
Wherein, F is in the center of building, wjFor the weight of the prefabricated components of j-th of type, n is the type of prefabricated components
Number.
3. a kind of installation method of assembled architecture according to claim 2, which is characterized in that step S2 specifically: peace
Built-in fitting is filled, after-pouring concrete is reinforced.
4. a kind of installation method of assembled architecture according to claim 3, which is characterized in that step S3 includes following step
It is rapid:
Step S31, prefabricated panel bottom support frame is installed, the hoisting prefabricated wallboard of tower crane makes prefabricated panel and the fixed company of support frame
It connects, after prefabricated panel is installed, is consolidated using inclined support bar, one end of inclined support bar is connect with prefabricated panel, is tiltedly propped up
The other end of strut is connect with built-in fitting；
Step S32, prefabricated post support frame is installed, the hoisting prefabricated column of tower crane is fixedly connected with prefabricated post with support frame, prefabricated post peace
After the completion of dress, consolidated using inclined support bar, one end and the prefabricated post of inclined support bar are bolted, inclined support bar it is another
One end is connect with built-in fitting；
Step S33, pass through installation water at the top of prefabricated panel and prefabricated panel, prefabricated panel and prefabricated post, prefabricated post and prefabricated post
Flat support is reinforced；
Step S34, by design requirement assembling reinforcement and it is laid with preheating embedding line；
Step S35, casting concrete makes prefabricated panel, prefabricated post and base connect into overall structure.
5. a kind of installation method of assembled architecture according to claim 4, which is characterized in that step S4 includes following step
It is rapid:
Step S41, precast beam support frame is installed, the hoisting prefabricated beam of tower crane is fixedly connected with precast beam with precast beam support frame；
Step S42, floor bracket is installed, tower crane lifts floor, and floor is fixedly connected with floor bracket using bolt；
Step S43, prefabricated air-conditioning plate, prefabricated balcony, precast stair are installed；
Step S44, connecting portion reinforcing bar is bound, casting concrete makes floor, precast beam, prefabricated air-conditioning plate, prefabricated balcony, pre-
Stair processed connect into overall structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910100661.4A CN109826314B (en) | 2019-01-31 | 2019-01-31 | Installation method of fabricated building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910100661.4A CN109826314B (en) | 2019-01-31 | 2019-01-31 | Installation method of fabricated building |
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| CN109826314A true CN109826314A (en) | 2019-05-31 |
| CN109826314B CN109826314B (en) | 2021-03-02 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113761677A (en) * | 2021-08-12 | 2021-12-07 | 广州五羊建设机械有限公司 | Tower crane structure design method for realizing profit maximization |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105781125A (en) * | 2016-03-04 | 2016-07-20 | 李藏柱 | Installation method for assembly type building |
| CN106013811A (en) * | 2016-05-13 | 2016-10-12 | 李藏柱 | Mounting method of prefabricated building |
| EP3351699A1 (en) * | 2017-01-20 | 2018-07-25 | Hexagon Technology Center GmbH | Construction management system and method |
-
2019
- 2019-01-31 CN CN201910100661.4A patent/CN109826314B/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105781125A (en) * | 2016-03-04 | 2016-07-20 | 李藏柱 | Installation method for assembly type building |
| CN106013811A (en) * | 2016-05-13 | 2016-10-12 | 李藏柱 | Mounting method of prefabricated building |
| EP3351699A1 (en) * | 2017-01-20 | 2018-07-25 | Hexagon Technology Center GmbH | Construction management system and method |
Non-Patent Citations (1)
| Title |
|---|
| 徐贤敏: "单台起重机位置优化", 《云南施工》 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113761677A (en) * | 2021-08-12 | 2021-12-07 | 广州五羊建设机械有限公司 | Tower crane structure design method for realizing profit maximization |
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| CN109826314B (en) | 2021-03-02 |
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