CN105350788A - Method for conducting suspension and equipment pipeline arrangement by means of auxiliary steel frame - Google Patents
Method for conducting suspension and equipment pipeline arrangement by means of auxiliary steel frame Download PDFInfo
- Publication number
- CN105350788A CN105350788A CN201510819328.0A CN201510819328A CN105350788A CN 105350788 A CN105350788 A CN 105350788A CN 201510819328 A CN201510819328 A CN 201510819328A CN 105350788 A CN105350788 A CN 105350788A
- Authority
- CN
- China
- Prior art keywords
- auxiliary
- many
- keel
- girder
- steelframe
- 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.)
- Pending
Links
Classifications
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The invention discloses a method for conducting suspension and equipment pipeline arrangement by means of an auxiliary steel frame. The method comprises the steps that 1, an auxiliary girder is horizontally arranged below each roof beam, the auxiliary girders are suspended below the roof beams through a plurality of longitudinal auxiliary suspension columns, the multiple auxiliary girders are connected together through a plurality of auxiliary secondary beams, and the multiple auxiliary secondary beams are connected together through a plurality of auxiliary keels; 2, a ceiling plate is suspended to the auxiliary keels through a plurality of suspenders; 3, equipment and pipelines are directly placed on the auxiliary keels and suspended below the auxiliary keels or supported on the auxiliary keels through steel angles. According to the method, a layer of auxiliary steel frame is added, the length of the suspenders is greatly decreased, the equipment layer space is added, and the equipment and pipeline layer stress is more reasonable; enough overhauling space is formed between the auxiliary steel frame and the ceiling layer, so that overhauling and maintenance are facilitated.
Description
Technical field
The present invention relates to field of steel structure construction, particularly relate to a kind of method utilizing auxiliary steelframe to carry out furred ceiling and equipment pipe laying.
Background technology
Along with the development of new energy technology, Novel power battery is also in develop rapidly, the utilization of purification workshop in the industrial premises such as electron trade, pharmaceutical industry and food service industry gets more and more, and the requirement of this type of industrial premises to cleanliness factor and relative humidity is also more and more stricter.According to the function needs of cleanroom, in factory building, clean area all arranges furred ceiling.Existing way is all hung on roof girder and purlin by e-quipment and pipe, and not only length of boom is long, and individual plants is heavier, stressed unfavorable to roof structure.In addition, because suspension rod is more, the above space of furred ceiling disorderly, is unfavorable for the comprehensive layout of pipeline, is also unfavorable for later inspection and maintenance.
Summary of the invention
For solving the problems of the technologies described above, the invention provides a kind of method utilizing auxiliary steelframe to carry out furred ceiling and equipment pipe laying.
For this reason, technical scheme of the present invention is as follows:
Utilize auxiliary steelframe to carry out a method for furred ceiling and equipment pipe laying, comprise the following steps:
S1: install auxiliary steelframe: be horizontally disposed with auxiliary girder under every root roof girder, under described auxiliary girder is lifted on roof girder by the auxiliary davit of many longitudinal directions; Link together through many auxiliary secondary beams between many described auxiliary girders, link together between many auxiliary secondary beams through many auxiliary keel, described auxiliary girder, auxiliary secondary beam, auxiliary keel form an overall auxiliary steelframe on an absolute altitude layer;
S1: install auxiliary steelframe: be horizontally disposed with auxiliary girder (8) under every root roof girder (5), under described auxiliary girder (8) is lifted on described roof girder (5) by the auxiliary davit (6) of many longitudinal directions; Link together through many auxiliary secondary beams (9) between many described auxiliary girders (8), link together through many auxiliary keel (3) between many auxiliary secondary beams, described auxiliary girder (8), auxiliary secondary beam (9), auxiliary keel (3) form an overall auxiliary steelframe on an absolute altitude layer;
S2: furred ceiling: under being lifted on the described upper many suspension rods of auxiliary keel (3) (2) ceiling board (1) is lifted on described auxiliary steelframe;
S3: e-quipment and pipe is laid: e-quipment and pipe is directly placed on auxiliary keel, be hung on auxiliary keel under or to be supported on auxiliary keel by angle bar frame.
Described many auxiliary secondary beams are parallel to each other and perpendicular to described auxiliary girder; Described many auxiliary keel are parallel to each other and perpendicular to described auxiliary secondary beam.
Spacing between the spacing of each auxiliary hanging intercolumniation and each auxiliary keel determines by the modulus of furred ceiling.Distance between described auxiliary steelframe and ceiling board is 1.8m.
The invention has the beneficial effects as follows:
Add one deck and assist steelframe, greatly reduce the length of suspension rod, add the space of mechanical floor.Make e-quipment and pipe layer stressed more reasonable.In addition, auxiliary space for maintenance, easy access and the maintenance having 1.8m high between rigid frame and furred ceiling layer.
Accompanying drawing explanation
Fig. 1 is the structural representation utilizing method of the present invention to carry out when furred ceiling and pipeline are laid;
Fig. 2 is the connection diagram of auxiliary girder, auxiliary secondary beam and auxiliary keel in method of the present invention;
Fig. 3 is the mounting structure schematic diagram of auxiliary girder steel and roof girder in one embodiment of the present of invention.
Wherein:
1. ceiling board 2. suspension rod 3. assists keel 4. angle bar frame 5. roof girder
6. auxiliary davit 7. e-quipment and pipe 8. assists girder 9. to assist secondary beam
Detailed description of the invention
Below in conjunction with accompanying drawing, method of the present invention is described in detail.
As Figure 1-3, the method that utilization of the present invention assists steelframe to carry out furred ceiling and equipment pipe laying comprises the following steps:
S1: install auxiliary steelframe: be horizontally disposed with auxiliary girder 8 for 5 times at every root roof girder, described auxiliary girder 8 is lifted on roof girder 8 times by the auxiliary davit 6 of many longitudinal directions; Link together through many auxiliary secondary beams 9 between many described auxiliary girders 8, link together through many auxiliary keel 3 between many auxiliary secondary beams, described auxiliary girder 8, auxiliary secondary beam 9, auxiliary keel 3 form an overall auxiliary steelframe on an absolute altitude layer;
S2: furred ceiling: by being lifted under ceiling board 1 is lifted on described auxiliary steelframe by many suspension rods 2 on described auxiliary keel 3;
S3: e-quipment and pipe is laid: be directly placed on by e-quipment and pipe 7 on auxiliary keel 3, be hung on auxiliary keel 3 times or be supported on auxiliary keel 3 by angle bar frame 4.
Preferably, many auxiliary secondary beams 9 are parallel to each other and perpendicular to described auxiliary girder 8, and many auxiliary keel 3 are parallel to each other and perpendicular to described auxiliary secondary beam 9.
Spacing between each auxiliary davit 6 and the spacing between each auxiliary keel 3 determine by the modulus of furred ceiling.In addition, auxiliary distance between steelframe and ceiling board 1 can reach 1.8m, forms enough service clearances, easy access and maintenance.
Fig. 3 is one embodiment of the present of invention.As shown in the figure, roof girder 5 is H profile steel beam, and auxiliary davit 6 adopts double angle, and auxiliary girder 8 is square tube, and auxiliary secondary beam 9 is C shape purlin, and auxiliary keel 3 are little square tube.Between roof girder 5 and auxiliary davit 6, auxiliary to be all connected with bolt by the steel plate welded between davit 6 and auxiliary girder 8 and between auxiliary girder 8 and auxiliary secondary beam 9; Auxiliary keel 3 weld with auxiliary secondary beam 9; Ceiling board 1 is lifted by anchor ear form by suspension rod 2.
Claims (5)
1. utilize auxiliary steelframe to carry out a method for furred ceiling and equipment pipe laying, it is characterized in that comprising the following steps:
S1: install auxiliary steelframe: be horizontally disposed with auxiliary girder (8) under every root roof girder (5), under described auxiliary girder (8) is lifted on described roof girder (5) by the auxiliary davit (6) of many longitudinal directions; Link together through many auxiliary secondary beams (9) between many described auxiliary girders (8), link together through many auxiliary keel (3) between many auxiliary secondary beams, described auxiliary girder (8), auxiliary secondary beam (9), auxiliary keel (3) form an overall auxiliary steelframe on an absolute altitude layer;
S2: furred ceiling: under being lifted on the described upper many suspension rods of auxiliary keel (3) (2) ceiling board (1) is lifted on described auxiliary steelframe;
S3: e-quipment and pipe is laid: e-quipment and pipe (7) is directly placed on described auxiliary keel (3) upper, be hung on auxiliary keel (3) under or to be supported on auxiliary keel (3) by angle bar frame (4).
2. method according to claim 1, is characterized in that, described many auxiliary secondary beams (9) are parallel to each other and perpendicular to described auxiliary girder (8).
3. method according to claim 1, is characterized in that, described many auxiliary keel (3) are parallel to each other and perpendicular to described auxiliary secondary beam (9).
4. method according to claim 1, is characterized in that, the spacing between each auxiliary davit (6) and the spacing between each auxiliary keel (3) determine by the modulus of furred ceiling.
5. the method according to any one of claim 1-4, is characterized in that, the distance between described auxiliary steelframe and ceiling board (1) is 1.8m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510819328.0A CN105350788A (en) | 2015-11-23 | 2015-11-23 | Method for conducting suspension and equipment pipeline arrangement by means of auxiliary steel frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510819328.0A CN105350788A (en) | 2015-11-23 | 2015-11-23 | Method for conducting suspension and equipment pipeline arrangement by means of auxiliary steel frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105350788A true CN105350788A (en) | 2016-02-24 |
Family
ID=55326836
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510819328.0A Pending CN105350788A (en) | 2015-11-23 | 2015-11-23 | Method for conducting suspension and equipment pipeline arrangement by means of auxiliary steel frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105350788A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110306768A (en) * | 2019-06-29 | 2019-10-08 | 中国二十二冶集团有限公司 | The auxiliary stand and its construction method of hang ceiling panel are installed |
| CN113684962A (en) * | 2021-09-01 | 2021-11-23 | 广东爱富兰建设有限公司 | Pipeline laying and suspended ceiling integrated construction system for industrial and commercial places |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2907017B2 (en) * | 1994-09-05 | 1999-06-21 | 鹿島建設株式会社 | Construction of large-scale structures |
| CN202002251U (en) * | 2010-12-28 | 2011-10-05 | 嘉兴美尔凯特卫厨科技有限公司 | Ventilating device used for interlayer of ceiling |
| CN202176045U (en) * | 2011-07-25 | 2012-03-28 | 中建七局建筑装饰工程有限公司 | Lower suspended ceiling suspension device below a large-size pipeline |
| CN202187454U (en) * | 2011-07-25 | 2012-04-11 | 中建七局建筑装饰工程有限公司 | Suspending device for lower suspended ceiling of spherical net rack |
| CN204715596U (en) * | 2015-04-16 | 2015-10-21 | 北新集团建材股份有限公司 | Mineral wool board ceiling system |
-
2015
- 2015-11-23 CN CN201510819328.0A patent/CN105350788A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2907017B2 (en) * | 1994-09-05 | 1999-06-21 | 鹿島建設株式会社 | Construction of large-scale structures |
| CN202002251U (en) * | 2010-12-28 | 2011-10-05 | 嘉兴美尔凯特卫厨科技有限公司 | Ventilating device used for interlayer of ceiling |
| CN202176045U (en) * | 2011-07-25 | 2012-03-28 | 中建七局建筑装饰工程有限公司 | Lower suspended ceiling suspension device below a large-size pipeline |
| CN202187454U (en) * | 2011-07-25 | 2012-04-11 | 中建七局建筑装饰工程有限公司 | Suspending device for lower suspended ceiling of spherical net rack |
| CN204715596U (en) * | 2015-04-16 | 2015-10-21 | 北新集团建材股份有限公司 | Mineral wool board ceiling system |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110306768A (en) * | 2019-06-29 | 2019-10-08 | 中国二十二冶集团有限公司 | The auxiliary stand and its construction method of hang ceiling panel are installed |
| CN110306768B (en) * | 2019-06-29 | 2024-01-23 | 中国二十二冶集团有限公司 | Auxiliary bracket for installing ceiling panel and construction method thereof |
| CN113684962A (en) * | 2021-09-01 | 2021-11-23 | 广东爱富兰建设有限公司 | Pipeline laying and suspended ceiling integrated construction system for industrial and commercial places |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104480862B (en) | A kind of erection method of cable stayed bridge end bay steel truss girder | |
| CN103911956B (en) | A kind of large span stayed-cable bridge steel truss girder mounting method | |
| CN201723853U (en) | Integrated supporting and hanging frame with comprehensive pipeline arrangement technology for large public building installation project | |
| CN104060542B (en) | Compound beam cable stayed bridge direction across bridge prestress application device and applying method thereof | |
| CN201297036Y (en) | Discharging platform | |
| CN106284838B (en) | A kind of lattice honeycomb girder segment and large span lattice girder steel and its fabrication and installation method | |
| CN105098679B (en) | A kind of combination column for cable testing bridge | |
| CN203947421U (en) | Compound beam cable stayed bridge direction across bridge prestress application device | |
| CN105350788A (en) | Method for conducting suspension and equipment pipeline arrangement by means of auxiliary steel frame | |
| CN105133767A (en) | Manufacturing method for regular hexagonal honeycomb latticed steel hollow floor frame box type structure | |
| CN202302300U (en) | Combined pipeline mounting operation platform | |
| Gasii | Production of full-scale experimental modular specimens of the steel and concrete composite cable space frame | |
| CN204590361U (en) | A kind of large span assembled integral hollow sandwich panel ceiling for storied building | |
| CN102174969B (en) | Steel wire hanging frame and construction method thereof | |
| CN104775557A (en) | Large-span assembly integral type open-web sandwich plate building floor | |
| CN204940662U (en) | A kind of hall suspended ceiling mounting structure | |
| CN211899202U (en) | Suspended ceiling conversion layer system | |
| CN103866700A (en) | Double-hanging-rod hanging widening structure for transforming platform coming into use | |
| CN209046168U (en) | A kind of high-tension cable console mode steel framed bent | |
| CN110030005B (en) | Light circular protection supporting system for shield tunnel and construction method thereof | |
| CN110402314B (en) | Metal structure for supporting fluid conduit and industrial equipment having the same | |
| CN202790959U (en) | Steel pipe truss structure based on aloft lateral support | |
| CN203834687U (en) | Drum joint steel structure framework | |
| CN104563306A (en) | Windproof and horizontal displacement resistant steel column joint of staggered telescopic joint type curtain wall and processing method thereof | |
| CN103629438A (en) | Combined-type transition cable leading cage based on cable leading below bridge |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160224 |