CN106907525A - A kind of para-seismic support installation engineering method - Google Patents
A kind of para-seismic support installation engineering method Download PDFInfo
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- CN106907525A CN106907525A CN201710259431.3A CN201710259431A CN106907525A CN 106907525 A CN106907525 A CN 106907525A CN 201710259431 A CN201710259431 A CN 201710259431A CN 106907525 A CN106907525 A CN 106907525A
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L3/00—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
- G06F30/10—Geometric CAD
- G06F30/13—Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads
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- Civil Engineering (AREA)
- Computational Mathematics (AREA)
- Architecture (AREA)
- Mathematical Analysis (AREA)
- Mathematical Optimization (AREA)
- Pure & Applied Mathematics (AREA)
- Evolutionary Computation (AREA)
- Mechanical Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The present invention relates to build electromechanical equipment anti-shock methods, specially a kind of para-seismic support installation engineering method.Installation of the prior art to electromechanical equipment is all without scientific and reasonable comprehensive Design according to figure construction, can not meet in advance to installing obstacle or pipeline or equipment cross jamming position, mount point is all taken one step and look around before talking another, run into obstacle or crossover sites then change mount point, construction relatively arbitrarily, causes the anti-seismic performance after mechanical and electric equipment installation very undesirable.The present invention solves the problems, such as existing electromechanical equipment, and anti-seismic performance is undesirable after mounting, adopts the following technical scheme that realization：Common part comprehensive pipeline is arranged and para-seismic support is set, para-seismic support detail treatment Deepen Design, the production and transport of para-seismic support, the scene positioning of para-seismic support, para-seismic support in-site installation.
Description
Technical field
The present invention relates to build electromechanical equipment anti-shock methods, specially a kind of para-seismic support installation engineering method
Background technology
In modern architecture construction, by adding building aseismicity technology so that the anti-seismic performance of architecture noumenon improves,
Under present seismic force, can still keep firm and not fall.It is well known that when coming earthquake, due to electric wire, pipeline, fire-fighting
The electromechanical equipments such as system fall the secondary casualties ratio that the secondary injury (such as fire, falling object, leakage etc.) of initiation is caused
Account for injures and deaths more than half, and due to seismic force, cause our fire-fighting system, water supply system and warning system ineffective
Or fall, cause bigger casualties.So in present anti-seismic technology, the anti-seismic performance of our architecture noumenons it is high without
, electromechanical equipment is caused device fall and is caused secondary injures and deaths due to no reinforced shakeproof energy, and the antidetonation of all seems in the least
It is meaningless.So, on the basis of architecture noumenon has high-performance anti-seismic, the antidetonation of electromechanical equipment must supporting execution.
Installation of the prior art to electromechanical equipment is all without scientific and reasonable comprehensive Design, to installing obstacle according to figure construction
Or pipeline or equipment cross jamming position can not meet in advance, and mount point is all taken one step and look around before talking another, run into obstacle or
Crossover sites then change mount point, and construction relatively arbitrarily, causes the anti-seismic performance after mechanical and electric equipment installation very undesirable.
The content of the invention
The present invention solves the problems, such as existing electromechanical equipment, and anti-seismic performance is undesirable after mounting, adopts the following technical scheme that reality
It is existing：A kind of para-seismic support installation engineering method, it is characterised in that comprise the following steps：
Common part comprehensive pipeline arrangement is carried out with BIM softwares, recognizes that each position common support selects type, and will
It is divided into " pipeline and crane span structure comprehensive support, pipeline and airduct comprehensive support, crane span structure and support of duct, the independent support of pipeline " class
Other model；
Integrated construction figure is set according to comprehensive pipeline arrangement and support, physical dimension and installation position are carried out to para-seismic support
Design；
Transported according to scale blanking, preservative treatment, assembling combination, entrucking para-seismic support of the job shop to designing is installed
It is defeated, para-seismic support is transported to job site；
Live positioning is carried out to para-seismic support, including：
(1) construction drawing is set according to the arrangement of common part comprehensive pipeline and support, selected on construction drawing one it is constant
Point on the basis of position；
(2) size of the support in this time support from datum mark is measured, then field measurement reality is carried out according to this size
Amount determines the backing positions, and carries out mark with marking pen；
(3) with infrared ray, point carries out floor projection on the basis of the point, then is arranged according to common part comprehensive pipeline with tape measure
Cloth and support to set and carry out in-site measurement fixed point to each spacing on construction drawing, to realize being accurately positioned each support；
In-site installation para-seismic support, including：
(1) whether the point position that is determined to job site has the reinforcing bar to carry out with " concrete reinforcement survey meter " to the position
Detection, will have reinforcing bar point position to carry out anterior-posterior translation along this time support trend, until no reinforcing bar；
(2) burrowed to the backing positions having good positioning with dust suction electric hammer and constructed and expandable implant bolt；
(3) para-seismic support for processing prefabricated in advance is connected installation with expansion bolt with connector；
(4) each para-seismic support installation level is carried out with laser level after installation to check；
(5) by the nut check of each connector；
(6) its levelness repetition measurement is carried out with laser level again.
Further, when physical dimension and installation position design are carried out to para-seismic support, while taking into account processing, mounting ring
Section.
Further, the connector includes that push button is latched and tube bank button pad, and the push button latches mounting means
It is as follows：
1) it is put into lock；
2) depress and be rotated by 90 °；
3) lock；
The tube bank button pad mounting means is as follows：
2) screw rod is inserted, connector is put into；
3) pad anchors position, push-in lock, and tightens.
The beneficial effects of the present invention are：Comprehensive layout design is carried out to electromechanical equipment pipeline in advance, and designs special
Para-seismic support, carries out batch production making and the installation that becomes more meticulous, and drastically increases the anti-seismic performance after mechanical and electric equipment installation, has
Certain duration benefit and economic benefit.
Brief description of the drawings
Fig. 1 is construction flow chart of the present invention.
Specific embodiment
Avoid principle according to comprehensive pipeline carries out common part comprehensive pipeline arrangement with BIM softwares, rational comprehensive
On the basis of pipeline arrangement, recognize that each position common support selects type, and be divided into " pipeline and crane span structure synthesis branch
Frame, pipeline and airduct comprehensive support, crane span structure and support of duct, the independent support of pipeline etc. " classification model, is easy to be used in design
Different makes；Further according to para-seismic support arrangement setting principle, and it is identified on comprehensive pipeline layout viewing.
Para-seismic support detail treatment Deepen Design：
Integrated construction figure is set according to comprehensive pipeline arrangement and support, physical dimension and installation position are carried out to para-seismic support
Design, fully takes into account using function, plane typesetting, installs the factors such as convenience.During typesetting is designed, need to consider prefabricated
The links such as processing, installation, from the fixture of different types of fixed form.
The production and transport of para-seismic support：
Installation teams and groups are given by Deepen Design figure, figure and antidetonation branch are set according to the support of common part comprehensive pipeline arrangement
Frame detail treatment Deepen Design figure carries out the work of the support amount of proposing, and carried support quantities is reported into storehouse, gets respective material
And accessory, job shop is being installed according to scale blanking → preservative treatment → assembling combination → entrucking transit link, by antidetonation branch
Frame is transported to job site, and is noted that some：
(1) after, shaped steel transport is shown up, indoor seasoning ventilation please be deposited in as far as possible, and away from sewage and other corrosivity
The place of medium.Deposit in when on flooring, one layer of waterproofing membrane is laid on the ground, pad puts two and drains dry wood on film
Bar, shaped steel is both needed to accumulate on batten；Without, also with batten pad is dried, channel-section steel should between each layer of entire bundle shaped steel taken apart
Built on stilts to stack, channel-section steel is built on stilts apart from minimum 15cm apart from ground.
(2), para-seismic support system channel-section steel and parts installation instructions
1), channel-section steel
Blanking requirement tangent plane is vertical, otch is smooth, is conducive to the load between component to transmit.
2), right angle connection accessory mounting means：
The accessory carries two bonnet lock holes, and lock first is put into bonnet lock hole using preceding, and nut up time simultaneously is then pressed downwards
Pin is rotated by 90 °, and then discharges, and after nut is upspring naturally, is tightened with spanner or other instruments, installation locking moment of torsion：40Nm.
The scene positioning of para-seismic support：
(1) construction drawing, is set according to the arrangement of common part comprehensive pipeline and support, selected on construction drawing one it is constant
Position is (such as：Beam, shear wall etc.) on the basis of point；
(2) size of the support in this time support from datum mark, is measured, then field measurement reality is carried out according to this size
Amount determines the backing positions, and carries out mark with marking pen；
(3), with infrared ray, point carries out floor projection on the basis of the point, then is arranged according to common part comprehensive pipeline with tape measure
Cloth and support to set and carry out in-site measurement fixed point to each spacing on construction drawing, to realize being accurately positioned each support.
Para-seismic support in-site installation：
1st, preparation：
(1) each workmen studies hard job instruction before, constructing.
(2) situations such as familiar grasp construction drawing of each workmen and site operation are arranged before, constructing.
(3) each workmen is familiar with grasping support of pipelines mounting technique specification, operational procedure, inspection of quality mark before, constructing
The relevant code such as standard.
(4), suspension and support is prepared：Material receives → and suspension and support tube bank is prepared and the branch of root combination → suspension bracket is hung.
(5), material has to check for checking, and specification, quantity should meet design requirement.
(6) situations such as, material quantity is not inconsistent or is defective, should be recorded in detail, and reported situations to technical staff.
(7) measurement, the preparation of inspection record of each link of constructing, are conscientiously carried out.
2nd, in-site installation construction：
(1) whether the point position for, being determined to job site has reinforcing bar to enter at the position with " concrete reinforcement survey meter "
Row detection, anterior-posterior translation is carried out if any reinforcing bar by the point position along this time support trend, and until not having, reinforcing bar can (displacement must
Support spacing code requirement must be met)；
(2), carried out burrowing with positions such as dust suction electric hammer Xiang Banding, beam sides construct and be implanted into M10, M12 para-seismic support it is special
With expansion bolt, the driving depth of expansion bolt must reach the depth value of regulation；
(3) para-seismic support for processing prefabricated in advance, is connected installation, support peace with expansion bolt with special connecting piece
Dress will be installed by para-seismic support detail treatment Deepen Design figure, it is desirable to which without flexural deformation, screw thread is completely and and nut screw connection for pull bar
It is good firm；
(4) should be by support wiped clean after, suspension bracket installation is finished, all exposed channel-section steel ends are both needed to load onto capping；
(5), each para-seismic support installation level is carried out with laser level after installation to check, it is inclined if any levelness
Difference, then be finely adjusted untill qualified to the support；
(6), after support adjustment, the locking nut of each connector should be locked, and prevent from loosening；
(7), after the completion of support adjustment construction, then its levelness repetition measurement, levelness repetition measurement result are carried out with laser level
Qualified, then the support installation is completed.
Material therefor of the present invention and equipment
1st, material
Single para-seismic support material, accessory table of direction for use
2nd, plant
Para-seismic support installs equipment table of direction for use
Quality control of the present invention
The prefabricated processing dimension tolerance of para-seismic support and acceptance method
Para-seismic support installation dimension tolerance and the method for inspection
Engineering example of the present invention
1. Xi'an Yong Li international financial centers
Xi'an Yong Li international financial centers be located at Xi'an Yanta District brocade industry all the way with a zhang Bayi Road cross southwest corner, always
Land area 12336.7m2, overall floorage 134223.1m2.Construction content is mainly 1 high-rise building, including comprehensively does
Princess building (46F) and a secondary building (8F) of office, one layer of main building is office hall, also two-layer refuge story, one layer of computer room, remaining
Office Area is, the floor of secondary building one and two floor are business, and remaining is Office Area；Basement is distributed with garage parking, electromechanical equipment, member
The complement public buildings such as work dining room and auxiliary equipment.What one layer of computer room comprehensive support of this project was selected is para-seismic support, altogether 897
Frame, its good appearance, simple structure, site operation Image is improved, and has promoted standardization, the work on civilized mark chemical industry ground
Toolization is managed, and has obtained the consistent accreditation of each side, achieves preferable economic and social benefit.
2. CHINAUNICOM Xi'an data center (base) first stage of the project
Xi'an data center of CHINAUNICOM (base) first stage of the project is located at the Shaanxi Province Xi Xian new districts western new cities of Feng, total building sides
54379 ㎡ of product, total investment：59591.88 ten thousand yuan, frame structure.The all computer room inner tube line brackets of the engineering use antidetonation branch
Frame, its simple structure, support fabrication and installation are convenient, perception effect is good after installation, have obtained the consistent good of owner and each side
Comment.
3. Hui Cheng is international
The middle day northwest Hui Cheng worlds are one of landmark buildings by Xi'an high and new technology industrial development zone.It is a high-grade intelligence for modernization
Energy pattern synthesis building, with perfect adequate and systematic service and advanced facilities and administration system, building height is 99.90 meters, construction level
24 layers of number ground, 4 layers of underground, about 52501.3 square metres of overall floorage.Structure uses framed-tube structure.The engineering basement portion
Comprehensive pipeline arrangement is divided to use para-seismic support, altogether 1025 frame, its simple structure, support fabrication and installation convenience, site operation
Image is improved, and has promoted the standardization of Civilization Worksite, tool to manage, and perception effect is good after installation, obtains
The consistent accreditation of owner and each side.
Claims (3)
1. a kind of para-seismic support installation engineering method, it is characterised in that comprise the following steps：
1) arrangement of common part comprehensive pipeline and para-seismic support are set, and specifically, common part integrated pipe are carried out with BIM softwares
Line is arranged, and recognizes that each position common support selects type, and be divided into " pipeline and crane span structure comprehensive support, pipeline and wind
Pipe comprehensive support, crane span structure and support of duct, the independent support of pipeline " classification model；
2) para-seismic support detail treatment Deepen Design, specifically, integrated construction figure is set according to comprehensive pipeline arrangement and support, right
Para-seismic support carries out physical dimension and installation position design；
3) para-seismic support production and transport, specifically, install job shop to the para-seismic support that designs according to scale blanking,
Preservative treatment, assembling combination, entrucking transport, para-seismic support are transported into job site；
4) live positioning is carried out to para-seismic support, including：
(1) construction drawing is set according to the arrangement of common part comprehensive pipeline and support, a constant position is selected on construction drawing
On the basis of point；
(2) size of the support in this time support from datum mark is measured, then to carry out field measurement actual quantities according to this size true
The fixed backing positions, and carry out mark with marking pen；
(3) with infrared ray, point carries out floor projection on the basis of the point, then with tape measure according to the arrangement of common part comprehensive pipeline and
Support to set and carry out in-site measurement fixed point to each spacing on construction drawing, to realize being accurately positioned each support；
5) in-site installation para-seismic support, including：
(1) whether the point position for being determined to job site has reinforcing bar to examine at the position with " concrete reinforcement survey meter "
Survey, there will be reinforcing bar point position to carry out anterior-posterior translation along this time support trend, until no reinforcing bar；
(2) burrowed to the backing positions having good positioning with dust suction electric hammer and constructed and expandable implant bolt；
(3) para-seismic support for processing prefabricated in advance is connected installation with expansion bolt with connector；
(4) each para-seismic support installation level is carried out with laser level after installation to check；
(5) by the nut check of each connector；
(6) its levelness repetition measurement is carried out with laser level again.
2. a kind of para-seismic support installation engineering method as claimed in claim 1, it is characterised in that：Geometry is carried out to para-seismic support
When size and installation position are designed, while taking into account processing, fixing link.
3. a kind of para-seismic support installation engineering method as claimed in claim 1, it is characterised in that：The connector includes button
Formula is latched and tube bank button pad, and the push button lock mounting means is as follows：
1) it is put into lock；
2) depress and be rotated by 90 °；
3) lock；
The tube bank button pad mounting means is as follows：
1) screw rod is inserted, connector is put into；
2) pad anchors position, push-in lock, and tightens.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710259431.3A CN106907525A (en) | 2017-04-20 | 2017-04-20 | A kind of para-seismic support installation engineering method |
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| CN201710259431.3A CN106907525A (en) | 2017-04-20 | 2017-04-20 | A kind of para-seismic support installation engineering method |
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| CN106907525A true CN106907525A (en) | 2017-06-30 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107990052A (en) * | 2017-10-31 | 2018-05-04 | 重庆建工第二建设有限公司 | A kind of pipeline assembled hanger installation method |
| CN113586853A (en) * | 2021-07-01 | 2021-11-02 | 浙江航鑫支吊架有限公司 | Working method of anti-seismic support and hanger |
| CN114962785A (en) * | 2022-02-07 | 2022-08-30 | 北京城建集团有限责任公司 | Construction method of anti-seismic support |
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| CN113586853A (en) * | 2021-07-01 | 2021-11-02 | 浙江航鑫支吊架有限公司 | Working method of anti-seismic support and hanger |
| CN114962785A (en) * | 2022-02-07 | 2022-08-30 | 北京城建集团有限责任公司 | Construction method of anti-seismic support |
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