CN104533092B - The construction method of rack roofing furred ceiling - Google Patents
The construction method of rack roofing furred ceiling Download PDFInfo
- Publication number
- CN104533092B CN104533092B CN201510004948.9A CN201510004948A CN104533092B CN 104533092 B CN104533092 B CN 104533092B CN 201510004948 A CN201510004948 A CN 201510004948A CN 104533092 B CN104533092 B CN 104533092B
- Authority
- CN
- China
- Prior art keywords
- steel pipe
- rack
- furred ceiling
- construction
- construction method
- 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.)
- Active
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The present invention relates to the construction method of a kind of rack roofing furred ceiling, including: set up the horizontal steel pipe being crisscross arranged and longitudinal steel pipe in the top at rack lower edge position, the junction of described horizontal steel pipe and described longitudinal steel pipe is fixed;On described horizontal steel pipe and described longitudinal steel pipe, lay bar shaped scaffold board, form operating platform;It is installed with working place between described bar shaped scaffold board, by described working place by installation of ceiling in the lower section at described rack lower edge position, completes the construction of furred ceiling.Use on rack, set up operating platform, workmen lies prone on the operational platform, carry out the installation of furred ceiling from the top down, eliminate building of full hall scaffold in prior art, solve the problem using full hall scaffold can cause safety, quality, duration, economic dispatch each side loss when carrying out ceiling construction.
Description
Technical field
The present invention relates to the realm of building construction, the construction method of a kind of rack roofing furred ceiling.
Background technology
Rack roofing ceiling construction is typically all set up large-area full hall scaffold and is constructed, due to
Full hall scaffold scaffolding height is high, area and workload is big, circulation material is many, inefficiency, peace
The problems such as full hidden danger is many, the duration tightly needs reserved fire-fighting and transport channel is many, construction organization is difficult, meeting
Cause safety, quality, duration, the loss of economic dispatch each side.
Summary of the invention
It is an object of the invention to overcome the defect of prior art, it is provided that executing of a kind of rack roofing furred ceiling
Work method, solve existing employing full hall scaffold construction rack roofing furred ceiling time cause safety, quality,
The problem of the loss in terms of duration, economic dispatch.
The technical scheme realizing above-mentioned purpose is:
The construction method of the present invention a kind of rack roofing furred ceiling, including:
The horizontal steel pipe being crisscross arranged and longitudinal steel pipe is set up, by described in the top at rack lower edge position
Laterally the junction of steel pipe and described longitudinal steel pipe is fixed;
On described horizontal steel pipe and described longitudinal steel pipe, lay bar shaped scaffold board, form operation flat
Platform;
It is installed with working place between described bar shaped scaffold board;By described working place by installation of ceiling
In the lower section at described rack lower edge position, complete the construction of furred ceiling.
Using and set up operating platform above rack lower edge position, workmen lies prone at operating platform
On, carry out the installation of furred ceiling from the top down, eliminate building of full hall scaffold in prior art, solve
Determine and safety, quality, duration, economic dispatch when employing full hall scaffold carries out ceiling construction, can be caused each
The problem of the loss of aspect.The construction method of roof suspended ceiling of the present invention ensures the safety of installation personnel, side
Just construction also assures that the quality of furred ceiling, reduces the use of a large amount of steel pipe, has saved cost, the reduction of erection time,
Realize the target of top-bottom cross operation.
Further improvement is that of the construction method of rack roofing furred ceiling of the present invention, in described rack lower edge
Interlocking on the grid cell at position and set up described horizontal steel pipe and described longitudinal steel pipe, described is horizontal
The junction of steel pipe and longitudinal steel pipe is locked by fastener.
Further improvement is that of the construction method of rack roofing furred ceiling of the present invention, described horizontal steel pipe
With longitudinal steel pipe respectively by clasp being carried out transverse and longitudinal spreading, steel pipe in single described grid cell
Joint rate is less than 1/2.
Further improvement is that of the construction method of rack roofing furred ceiling of the present invention, in described grid cell
Being erected with three horizontal steel pipes and three longitudinal steel pipes, the joint rate of the steel pipe in described grid cell is little
In equal to 1/3.
Further improvement is that of the construction method of rack roofing furred ceiling of the present invention, by adjacent horizontal steel
By clasp is connected between pipe, by clasp is connected between adjacent longitudinal steel pipe, formed
The steel-tube construction being integrally connected.
Further improvement is that of the construction method of rack roofing furred ceiling of the present invention, in described steel-tube construction
Lower section hang safety net.
Further improvement is that of the construction method of rack roofing furred ceiling of the present invention, described furred ceiling includes dragon
Bone and panel, carry out described Os Draconis by described working place and be connected to executing of described rack lower edge position
Work, then carry out described panel by described working place and be connected to the construction of described Os Draconis.
Accompanying drawing explanation
Fig. 1 is the top view of rack roofing ceiling construction operating platform structure of the present invention;
Fig. 2 is the side view of rack roofing ceiling construction operating platform structure of the present invention;And
Fig. 3 be rack roofing ceiling construction method of the present invention is set up on grid cell horizontal steel pipe and
The structural representation of longitudinal steel pipe.
Detailed description of the invention
The invention will be further described with specific embodiment below in conjunction with the accompanying drawings.
Refering to Fig. 1 and Fig. 2, it is shown that the vertical view of the construction operation platform of rack roofing furred ceiling of the present invention
Figure and side view.The construction method of rack roofing furred ceiling of the present invention, uses and builds on the rack of roofing
Construction operation platform so that workmen to carrying out the construction of furred ceiling below rack, saves on rack
Go to set up large-area full hall scaffold to provide operating platform.Rack roofing ceiling construction of the present invention
Operating platform in method is the steel pipe setting up transverse and longitudinal on rack, shape all-in-one-piece steel-tube construction,
Make mutually to pin down between steel pipe, pull, increase the stability in the large of steel pipe, on steel-tube construction
Lay bar shaped scaffold board, this bar shaped scaffold board interval lay, between be installed with operation space, constructor
Member lies prone on scaffold board, is carried out the construction of furred ceiling by operation space, and installation of ceiling, under rack, is executed
Workman person carries out downwards the installation of furred ceiling from rack.Use such construction method can reduce safety
Hidden danger, saves construction cost, improves construction speed, relative to the construction party of traditional full hall scaffold
Method has higher economic benefit.Construction method to rack roofing furred ceiling of the present invention below in conjunction with the accompanying drawings
Illustrate.
Refering to Fig. 1, it is shown that the top view of rack roofing ceiling construction operating platform structure of the present invention.
Below in conjunction with Fig. 1, the construction method of rack roofing furred ceiling of the present invention is illustrated.
As it is shown in figure 1, the construction method of rack roofing furred ceiling of the present invention includes:
The horizontal steel pipe 201 being crisscross arranged and longitudinal steel pipe is set up above rack 10 lower edge position
202, the junction fastener 203 of horizontal steel pipe 201 and longitudinal steel pipe 202 is fixed;
On horizontal steel pipe 201 and longitudinal steel pipe 202, lay bar shaped scaffold board 30, define behaviour
Make platform;
Working place 31 it is installed with between bar shaped scaffold board 30;By working place 31, furred ceiling is pacified
It is loaded on the lower section at rack 10 lower edge position, completes the construction of furred ceiling.
Roof suspended ceiling construction is to install furred ceiling in the lower section of rack 10, belongs to work high above the ground, for realizing
The installation of furred ceiling, it is desirable to provide be located at the operating platform in high-altitude, the present invention utilizes rack 10, at net
Operating platform is set up in the top at frame 10 lower edge position, and leaves working place so that workmen lies prone
On the operational platform, by working place, the furred ceiling below rack 10 lower edge position is carried out installation to execute
Work, so can save building of full hall scaffold, solves the building amount that full hall scaffold exists
The problems such as greatly, circulation material is many, inefficiency, potential safety hazard are many, construction organization is difficult.Rack
The lower edge position of 10 is generally the network of plane, the most also can be the network of arc, this
Operating platform in invention construction method can ride upon in the network of plane, it is also possible to rides upon
In the network of arc, provide operation basis for installing furred ceiling in the lower section at rack 10 lower edge position.
Refering to shown in Fig. 2, it is shown that the side-looking of rack roofing ceiling construction operating platform structure of the present invention
Figure.Below in conjunction with Fig. 2, rack roofing ceiling construction method of the present invention is illustrated.
As in figure 2 it is shown, the operating platform in rack roofing ceiling construction method of the present invention rides upon rack
The top at 10 lower edge positions, installation of ceiling is in the lower section at rack 10 lower edge position, and this furred ceiling includes dragon
Bone 501 and panel 502, the working place 31 formed by bar shaped scaffold board 30 carries out Os Draconis 501
It is connected to the construction of the lower section at rack 10 lower edge position, then carries out panel 502 by working place 31
It is connected to the construction of Os Draconis 501.Workmen is on bar shaped scaffold board 30, from working place 31
Hands is reached from the top down the lower section of rack 10, carries out Os Draconis 501 and the installation of panel 502,
The installation operation of these Os Draconis 501 and panel 502 connects for screw or bolt, constructs from the top down and does not deposits
In construction inconvenience, equally ensure the quality of installation of ceiling.
Hang safety net 40 in the lower section of horizontal steel pipe 201 and longitudinal steel pipe 202, play protection and make
With.
As shown in Figure 3, it is shown that set up horizontal steel pipe on the grid cell at rack lower edge position and indulge
To the structural representation of steel pipe, the lower edge position of rack 10 includes multiple grid cell 101, grid
It is square that unit 101 includes that spherical parts 102 and connecting rod 103, multiple connecting rods 103 enclose formation,
Being connected by spherical parts 102 between two connecting rods 103, grid cell 101 is square structure, net
Frame 10 is connected by multiple grid cells 101 and forms.Shown in Fig. 1 and Fig. 2, horizontal steel pipe 201
Top with longitudinal steel pipe 202 rides upon grid cell 101, can not be connected with grid cell 101
Fixing, it is crisscross arranged between horizontal steel pipe 201 and longitudinal steel pipe 202, and junction is locked by fastener
Tightly, by clasp is connected between adjacent horizontal steel pipe 201, adjacent longitudinal steel pipe 202
Between by clasp is connected, horizontal steel pipe 201 and longitudinal steel pipe 202 are connected to form one
Steel-tube construction 20.Horizontal steel pipe 201 and longitudinal steel pipe 202 is completely spread above rack 10 lower edge position
Connect the steel-tube construction 20 of composition, horizontal steel pipe 201 and longitudinal steel pipe 202 are being buckled by docking
When part carries out transverse and longitudinal spreading, the joint quantity of the horizontal steel pipe 201 in grid cell 101 is less than horizontal stroke
The joint quantity of the longitudinal steel pipe 202 in the half of steel pipe 201 quantity, grid cell 101 is less than
The half of longitudinal steel pipe 202 quantity.For guaranteeing the firm, when grid cell 101 of steel-tube construction 20
When interior coupling quantity is more than two, two or more joints can not be arranged on same steel pipe
On.Such as, a grid cell 101 is set up four horizontal steel pipes 201 and four longitudinal steel pipes
202, the joint of the horizontal steel pipe 201 in this grid cell 101 is less than 2, longitudinal steel pipe
Joint is less than 2, and when the joint of horizontal steel pipe 201 is two, these two joints are arranged on arbitrarily
On two horizontal steel pipes 201, and can not be arranged on same horizontal steel pipe 201, longitudinal steel pipe
Joint is also arranged such.As a better embodiment of the present invention, at a grid cell 101
On set up three horizontal steel pipes 201 and three longitudinal steel pipes 202, connecing of the steel pipe in this grid cell
Head rate is less than or equal to 1/3, and i.e. in this grid cell 101, horizontal steel pipe 201 at most can only arrange one
The horizontal steel pipe of individual splicing, longitudinal steel pipe 201 the most at most can only arrange longitudinal steel pipe of a splicing.
Laterally steel pipe 201 and longitudinal steel pipe 202 are completely layered on the top at rack 10 lower edge position, bar shaped
Scaffold board 30 is laid according to operational requirements, if using the mode consumptive material of full paving greatly, and this bar shaped
Scaffold board 30 can move along with setting, at Seeding location, uses bar shaped scaffold board 30
Full paving.
Having the beneficial effect that of the construction method of roof suspended ceiling of the present invention
Using and set up operating platform on rack, workmen lies prone on the operational platform, from the top down
Carry out the installation of furred ceiling, eliminate building of full hall scaffold in prior art, solve the full hall of employing
The loss of safety, quality, duration, economic dispatch each side can be caused when scaffold carries out ceiling construction
Problem.
Steel-tube construction is an integral unit, can mutually pin down, it is ensured that the stability of structure, it is ensured that execute
The safety of workman person.
The construction method of roof suspended ceiling of the present invention ensures the safety of installation personnel, and convenient construction also assures that and hangs
The quality on top, reduces the use of a large amount of steel pipe, has saved cost, reduction of erection time, it is achieved top-bottom cross
The target of operation.There is significant social and economic benefits, have in large-span space structure furred ceiling
Preferably application prospect.
Above in association with accompanying drawing embodiment, the present invention is described in detail, ordinary skill people in this area
The present invention can be made many variations example by member according to the above description.Thus, some details in embodiment
Should not constitute limitation of the invention, the present invention by the scope that defines using appended claims as this
The protection domain of invention.
Claims (6)
1. the construction method of a rack roofing furred ceiling, it is characterised in that including:
The horizontal steel pipe being crisscross arranged and longitudinal steel pipe is set up, by described in the top at rack lower edge position
Laterally the junction of steel pipe and described longitudinal steel pipe is fixed;
On described horizontal steel pipe and described longitudinal steel pipe, lay bar shaped scaffold board, form operation flat
Platform;
It is installed with working place, by described working place by installation of ceiling between described bar shaped scaffold board
In the lower section at described rack lower edge position, completing the construction of furred ceiling, described furred ceiling includes Os Draconis and panel,
Carry out described Os Draconis by described working place and be connected to the construction at described rack lower edge position, then pass through
Described working place carries out described panel and is connected to the construction of described Os Draconis.
2. the construction method of rack roofing furred ceiling as claimed in claim 1, it is characterised in that in
Interlock on the grid cell at described rack lower edge position and set up described horizontal steel pipe and described longitudinal steel
Pipe, the junction of described horizontal steel pipe and longitudinal steel pipe is locked by fastener.
3. the construction method of rack roofing furred ceiling as claimed in claim 2, it is characterised in that institute
The horizontal steel pipe stated and longitudinal steel pipe respectively by carrying out transverse and longitudinal spreading, single described grid to clasp
In unit, the joint rate of steel pipe is less than 1/2.
4. the construction method of rack roofing furred ceiling as claimed in claim 3, it is characterised in that institute
Three horizontal steel pipes and three longitudinal steel pipes, the steel in described grid cell it is erected with in stating grid cell
The joint rate of pipe is less than or equal to 1/3.
5. the construction method of rack roofing furred ceiling as claimed in claim 2, it is characterised in that will
By clasp is connected between adjacent horizontal steel pipe, buckled by docking between adjacent longitudinal steel pipe
Part connects, and forms the steel-tube construction being integrally connected.
6. the construction method of rack roofing furred ceiling as claimed in claim 5, it is characterised in that in
The lower section of described steel-tube construction hangs safety net.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201510004948.9A CN104533092B (en) | 2015-01-04 | 2015-01-04 | The construction method of rack roofing furred ceiling |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201510004948.9A CN104533092B (en) | 2015-01-04 | 2015-01-04 | The construction method of rack roofing furred ceiling |
Publications (2)
Publication Number | Publication Date |
---|---|
CN104533092A CN104533092A (en) | 2015-04-22 |
CN104533092B true CN104533092B (en) | 2016-08-17 |
Family
ID=52848699
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201510004948.9A Active CN104533092B (en) | 2015-01-04 | 2015-01-04 | The construction method of rack roofing furred ceiling |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN104533092B (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108412184A (en) * | 2018-01-25 | 2018-08-17 | 广州珠江工程建设监理有限公司 | A kind of installation method based on big roof ceiling furred ceiling operating platform |
CN108316633B (en) * | 2018-04-16 | 2024-04-05 | 中国建筑一局(集团)有限公司 | Daylighting roof operation platform and construction method |
CN116290833B (en) * | 2023-05-24 | 2023-07-25 | 山东高速德建集团有限公司 | Roof steel frame construction device suitable for slope roof |
Family Cites Families (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN201351319Y (en) * | 2008-11-07 | 2009-11-25 | 广州市荔湾区金霸装饰材料厂 | Ceiling and opening device thereof |
CN102220795A (en) * | 2011-04-14 | 2011-10-19 | 广东省建筑装饰工程有限公司 | Ceiling system applicable to large-span space steel structure and construction method thereof |
CN102425274B (en) * | 2011-10-14 | 2014-01-29 | 安徽鲁班建设投资集团有限公司 | Connecting pieces for overall installation of solar panels of large-span hemispherical roof and installation method thereof |
CN202299158U (en) * | 2011-10-21 | 2012-07-04 | 安徽鲁班建设投资集团有限公司 | Connecting piece for sunlight plates on upper layer and lower layer of roof of large span semispherical roof |
CN102995907B (en) * | 2011-12-14 | 2015-07-01 | 上海中建八局装饰有限责任公司 | Assembled type unit framework installing method |
CN102979235A (en) * | 2011-12-14 | 2013-03-20 | 上海中建八局装饰有限责任公司 | Ceiling T-bar transformation device |
CN202969673U (en) * | 2012-12-06 | 2013-06-05 | 浙江海天建设集团有限公司 | Large space curved surface grid structure engineering hung ceiling |
CN203066322U (en) * | 2012-12-12 | 2013-07-17 | 上海阿鲁考装饰材料有限公司 | Large-span metal suspended ceiling suspension structure |
CN102943542A (en) * | 2012-12-12 | 2013-02-27 | 上海阿鲁考装饰材料有限公司 | Large-span metal ceiling suspension structure |
CN104131640A (en) * | 2014-07-22 | 2014-11-05 | 天津住宅集团建材科技有限公司 | Conversion connection structure for spherical net frame structure suspended ceiling |
-
2015
- 2015-01-04 CN CN201510004948.9A patent/CN104533092B/en active Active
Also Published As
Publication number | Publication date |
---|---|
CN104533092A (en) | 2015-04-22 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN206053274U (en) | The external scaffolding device of the perpendicular BAIYE outer visor of skyscraper and glass curtain wall dual-purpose | |
CN204126230U (en) | Assembly scaffold unit | |
CN105298099A (en) | Modular suspension type steel tube fastener scaffold operating platform and erecting method thereof | |
CN103982040B (en) | A kind of construction of super highrise building vertical multi-transportation device | |
CN101775896B (en) | Rigid suspended scaffold for installing pipeline of steel roof equipment | |
CN104533092B (en) | The construction method of rack roofing furred ceiling | |
CN203441073U (en) | Hoop-type high-altitude guard platform suitable for super high-rise building outline boarder structural column | |
CN103276886A (en) | Overhanging frame at position of high-rise building sloping roof outer eave window and construction method thereof | |
CN104878867A (en) | Integrated structure of ceiling keel and double-layer construction platform and manufacturing method thereof | |
CN203963265U (en) | Pipeline layout support | |
CN204728554U (en) | Integral structure of ceiling keel and double-layer construction platform | |
CN205134919U (en) | Modularization suspension type steel tubes clamps scaffold operation platform | |
CN201635377U (en) | Rigid suspended type scaffold provided with large-span steel roof equipment pipeline | |
CN206554500U (en) | Steel structure concrete, which is poured, uses adjustable transverse support bar | |
CN203795459U (en) | Foundation structure of tower crane for high-altitude roofs | |
CN207553565U (en) | A kind of crosshead of truss | |
CN203656365U (en) | Combination-type transition cable leading cage based on cable leading towards lower bridge surface | |
CN204531337U (en) | A kind of rail type mobile platform legs hand cradle | |
CN105088980B (en) | A kind of helistop | |
CN205408999U (en) | Animal house's fast -assembling structure | |
CN202519960U (en) | Overhung type scaffold | |
CN203569905U (en) | Novel safety protection structure for decoration | |
CN203961323U (en) | Quick lap joint formula guard system | |
CN202788017U (en) | Horizontally-overhung rigid hermetic section steel protective shed for high-rise buildings | |
CN202031308U (en) | Inverted-hanging type scaffold |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C14 | Grant of patent or utility model | ||
GR01 | Patent grant |