CN109252675A - Back-covered construction method and back-covered the construction cape of aluminum strip plate furred ceiling - Google Patents

Back-covered construction method and back-covered the construction cape of aluminum strip plate furred ceiling Download PDF

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Publication number
CN109252675A
CN109252675A CN201811301605.9A CN201811301605A CN109252675A CN 109252675 A CN109252675 A CN 109252675A CN 201811301605 A CN201811301605 A CN 201811301605A CN 109252675 A CN109252675 A CN 109252675A
Authority
CN
China
Prior art keywords
furred ceiling
hanger
aluminum strip
strip plate
cape
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
Application number
CN201811301605.9A
Other languages
Chinese (zh)
Inventor
邢琦
刘延龙
李伟
郭鸿儒
李胜臣
王利民
张清山
张春刚
翟勇
卜天宇
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Second Engineering Co Ltd of China Railway 23rd Bureau Group Co Ltd
Original Assignee
Second Engineering Co Ltd of China Railway 23rd Bureau Group Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Second Engineering Co Ltd of China Railway 23rd Bureau Group Co Ltd filed Critical Second Engineering Co Ltd of China Railway 23rd Bureau Group Co Ltd
Priority to CN201811301605.9A priority Critical patent/CN109252675A/en
Publication of CN109252675A publication Critical patent/CN109252675A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/22Scaffolds essentially supported by building constructions, e.g. adjustable in height supported by roofs or ceilings

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Emergency Lowering Means (AREA)

Abstract

The invention discloses the back-covered construction method of aluminum strip plate furred ceiling and back-covered construction capes, the construction cape includes several hangers and springboard, the hanger is integrally attached on the furred ceiling conversion beam of building top, and the springboard is continuously laid on hanger, to form construction cape.The hanger includes the lateral bearing beam of two vertical beams and bottom, and the top of vertical beam is fixed on furred ceiling conversion beam, and the both ends of lateral bearing beam are separately fixed at the bottom end of two vertical beams.Construction technology is hung by using superelevation space aluminum strip plate is counter, improves working face utilization rate, scaffold is saved and takes and tear open and lease expenses, substantially reduce the duration, saved cost.The support system of furred ceiling conversion beam itself is made full use of, it is safe and reliable, economic and environment-friendly;Interchange operation can be organized simultaneously, by reinforcing the prevention systems such as hawser and anti-drop net, provides the safety guarantee of science for ceiling construction.

Description

Back-covered construction method and back-covered the construction cape of aluminum strip plate furred ceiling
Technical field
The invention belongs to construction engineering technical field, in particular to a kind of aluminum strip plate furred ceiling suitable for large space it is anti- Hanging construction method and back-covered construction cape.
Background technique
With the economic development in China and the quickening of urbanization process, Railway Passenger Stations station construction level has been driven.When new The Railway Passenger Stations construction of phase has the characteristics that standard height, appropriate advance, and station building external form is grand, of tremendous momentum, inner space Spacious grand, structure is durable, largely using aluminium sheet furred ceiling (including aluminum strip plate, aluminum veneer especially in collecting and distributing hall ceiling decoration Deng).Traditional large space furred ceiling generallys use floor scaffolding or steel cape and provides operation cape, construction personnel for construction personnel Operated below furred ceiling, carry out ceiling joist and and panel system construction.Such form of construction work takes a lot of work, takes material, is costly, and And long-term occupies the construction working face of furred ceiling lower part, cannot form three-dimensional cross-operation, expend the duration.
Summary of the invention
It is an object of the invention to: in view of the above-mentioned problems of the prior art, providing a kind of tall and big for being suitable for Back-covered construction method and back-covered the construction cape of the aluminum strip plate furred ceiling in space, can be improved working face utilization rate, save foot hand Frame, which is taken, to be torn open and lease expenses.
The technical solution of the technology of the present invention is achieved in that a kind of back-covered construction method of aluminum strip plate furred ceiling, described Method the following steps are included:
S1: building back-covered construction cape, and the installation direction of aluminum strip plate is the transverse direction of building, turns according to adjacent furred ceiling is built The spacing for changing beam sets the width of cape gallery, and makes lateral bearing beam, the vertical beam of hanger in batch using shelf pipe With lateral hanging beam;
S2: along the hanger of the longitudinally mounted each column cape gallery in building top space, the hanger is evenly spaced solid It is scheduled on two adjacent furred ceiling conversion beams;
S3: installing to all hangers, i.e., be laid with springboard on hanger, to facilitate operation and walking;
S4: installation aluminum strip plate furred ceiling, until gross area laying finishes.
The back-covered construction method of aluminum strip plate furred ceiling of the present invention, in step s 2, the installation steps of single hanger First to be assembled in the lateral hanging beam and vertical beam of ground face handle hanger by pipe clamp, and guarantee two vertical beams of each hanger Clear space away from be greater than adjacent two furred ceiling conversion beams outside interplanar distance, then vertical beam is hung from outside across adjacent two Conversion beam is pushed up, and the both ends of lateral hanging beam are respectively rested on to the top surface of two furred ceiling conversion beams;Then by lateral bearing beam Pass through the bottom end of the fixed vertical beam of pipe clamp.
The back-covered construction method of aluminum strip plate furred ceiling of the present invention, the lateral bearing beam are also connected with reinforcement cable Rope, to enhance safety.
The back-covered construction method of aluminum strip plate furred ceiling of the present invention, the installation method for reinforcing hawser are to reinforce Hawser is passed through from the shelf pipe of lateral bearing beam and lateral hanging beam respectively, and is maintained in the state of just tensioning and is attached It is fixed.
The back-covered construction method of aluminum strip plate furred ceiling of the present invention, it is necessary to assure the outer diameter of hanger vertical beam is less than phase Clear space between adjacent aluminum strip plate away from.
The back-covered construction method of aluminum strip plate furred ceiling of the present invention, during mounting suspension, measured in advance is built The longitudinal length for building interior sky, according to the longitudinally mounted position of the width of aluminum strip plate and spacing positioning aluminium batten, Primary Location is each The lengthwise position of hanger enables the vertical beam of hanger to be located just between two aluminum strip plates of quasi- installation.
The back-covered construction method of aluminum strip plate furred ceiling of the present invention encounters aluminium during installing aluminum strip plate It, can be in longitudinal adjustment front-rear position by a small margin, to avoid aluminum strip plate when batten and vertical beam conflict.
The back-covered construction method of aluminum strip plate furred ceiling of the present invention, in the aluminum strip plate construction for carrying out domatic transition When, cape gallery is arranged by continuous stage shape.
The back-covered construction method of aluminum strip plate furred ceiling of the present invention, the hanger of any single order cape gallery in domatic section Installation method are as follows: one end of this rank hanger transverse direction hanging beam is placed in domatic transition and is corresponded on the furred ceiling conversion beam of rank, will be located at The adjacent vertical beam of the adjacent hanger of opposite high-order cape gallery extends downwardly, the other end level of described rank transverse direction hanging beam It is fixed in the vertical beam extended downwardly.
A kind of back-covered construction cape, the construction cape includes several cape gallerys being parallel to each other, each column cape corridor Road includes several hangers and springboard, and the hanger is described longitudinally on the evenly spaced furred ceiling conversion beam for being fixed on building top Springboard is continuously laid on hanger;Each hanger includes a lateral bearing beam and two vertical beams, vertical beam Top is fixed on furred ceiling conversion beam, and the both ends of lateral bearing beam are separately fixed at the bottom end of two vertical beams.
Technical effect of the invention are as follows: hang construction technology by using superelevation space aluminum strip plate is counter, improving working face makes With rate, saves scaffold and take and tear open and lease expenses, substantially reduce the duration, saved cost.The construction cape versatility By force, feature applied widely makes full use of the support system of building ceiling conversion beam itself, safe and reliable, economic ring It protects;Interchange operation can be organized simultaneously, by reinforcing the prevention systems such as hawser and anti-drop net, provides science for ceiling construction Safety guarantee.
Detailed description of the invention
Fig. 1 is the main view of present invention construction cape;
Fig. 2 is the side view of present invention construction cape;
Fig. 3 is the hanger scheme of installation of domatic transition of the present invention.
Specific embodiment
In order to make the objectives, technical solutions, and advantages of the present invention clearer, with reference to the accompanying drawings and embodiments, right The technology of the present invention is further elaborated.It should be appreciated that specific embodiment described herein is only used to explain this hair It is bright, it is not intended to limit the present invention.
The cape as shown, back-covered for the installation of large space aluminum strip plate is constructed, the construction cape includes several The cape gallery being parallel to each other, each column cape gallery include several hangers 1 and springboard 4, and the hanger 1 is longitudinal evenly spaced solid It is scheduled on the furred ceiling conversion beam of building top, the springboard 4 is continuously laid on hanger 1, to form construction cape.
Specifically, each hanger 1 includes a lateral bearing beam 12 and two vertical beams 11, the top of vertical beam 11 End is fixed on furred ceiling conversion beam, and the both ends of lateral bearing beam 12 are separately fixed at the bottom end of two vertical beams 11.Further, The hanger 1 further includes the lateral hanging beam 13 on top, and the both ends of lateral hanging beam 13 ride upon adjacent two furred ceilings conversion respectively The top of beam 2, the top of two vertical beams 11 of the hanger 1 are directly anchored on lateral hanging beam 13.Further, described perpendicular Outside to beam 11 from furred ceiling conversion beam 2 is attached with lateral bearing beam 12, so that hanger 1 and furred ceiling conversion beam 2 it Between form safer structure, avoid hanger 1 and slipped between two furred ceiling conversion beams 2, cause serious safety consequences. And lateral hanging beam 13 does not have to be fixed on furred ceiling conversion beam 2, and can ensure safety yet, and such beneficial effect also exists In, even after the completion of entire stage+module, it can also be small before and after longitudinal progress of furred ceiling conversion beam 2 to single hanger 1 The position of amplitude adjusts.
Vertical beam 11, lateral bearing beam 12 and the lateral hanging beam 13 of the hanger 1 are made by shelf pipe, logical between each other Pipe clamp 5 is crossed to be fixedly connected.
The diameter of the vertical beam 11 is less than the spacing between adjacent aluminum strip plate 3.The horizontal position of the lateral bearing beam 12 It sets low in the level height of 3 installation site of aluminum strip plate.Potential pressure between the lateral bearing beam 12 and aluminum strip plate 3 is In 1.75-1.85 meters of ranges.The lateral bearing beam 12, which is also connected with, reinforces hawser 6.It is held from lateral 6 lower part of reinforcement hawser Passed through in the shelf pipe of carrier beam 12, top is passed through from the shelf pipe of lateral hanging beam 13, then just be tensioned in the state of into Row is connected and fixed.It should be understood that reinforcement 6 top of hawser is from the outside of furred ceiling conversion beam 2 around being then passed through lateral hanging beam later 13, and be pierced by from lateral 13 other end of hanging beam, around fixation is attached again after another furred ceiling conversion beam 2.
The diameter of the vertical beam 11, lateral bearing beam 12 and lateral hanging beam 13 is 48 millimeters.Between the hanger 1 Spacing is 2.5 meters, and anti-drop net 7 is provided on the outside of cape gallery.
A kind of back-covered construction method of aluminum strip plate furred ceiling, the described method comprises the following steps:
S1: building back-covered construction cape, and the installation direction of aluminum strip plate 3 is the transverse direction of building, according to the adjacent furred ceiling of building The spacing of conversion beam 2 sets the width of cape gallery, and makes the lateral bearing beam 12 of hanger in batch using shelf pipe, erects To beam 11 and lateral hanging beam 13;
S2: along the hanger 1 of the longitudinally mounted each column cape gallery in building top space, the hanger 1 is evenly spaced It is fixed on two adjacent furred ceiling conversion beams 2;
S3: installing to all hangers 1, i.e., on hanger 1 be laid with springboard 4, to facilitate operation and walking;
S4: installation aluminum strip plate 3, until gross area laying finishes.
In step s 2, the installation steps of single hanger 1 are first lateral hanging beam 13 and vertical beam in ground face handle hanger 1 11 are assembled by pipe clamp 5, and guarantee that the clear space of two vertical beams 11 of each hanger 1 is converted away from adjacent two furred ceilings are greater than The outside interplanar distance of beam 2, then by vertical beam 11 from outside across adjacent two furred ceiling conversion beams 2, and by lateral hanging beam 13 Both ends are respectively rested on the top surface of two furred ceiling conversion beams 2;Then lateral bearing beam 12 is fixed on vertical beam by pipe clamp 5 11 bottom end.
The lateral bearing beam 12, which is also connected with, reinforces hawser 6, to enhance safety.The installation side for reinforcing hawser 6 Method is, reinforce hawser 6 and pass through from the shelf pipe of lateral bearing beam 12 and lateral hanging beam 13 respectively, and is maintained at and is just tensioned Fixation is attached under state.
Must assure that the vertical beam 11 of hanger 1 outer diameter be less than adjacent aluminum strip plate 3 between clear space away from.In mounting suspension During 1, empty longitudinal length in measured in advance building, according to the longitudinal direction of the width of aluminum strip plate 3 and spacing positioning aluminium batten 3 Installation site, and the further lengthwise position of each hanger 1 of Primary Location, enable the vertical beam 11 of hanger 1 to be located just at quasi- Between two aluminum strip plates 3 of installation.During aluminum strip plate 3 is installed, encounter that aluminum strip plate 3 and vertical beam 11 conflict when It waits, it can be in the front-rear position of longitudinal adjustment hanger 1 by a small margin, to avoid aluminum strip plate 3.
When the domatic transition 31 for carrying out aluminum strip plate carries out installation, cape gallery is arranged by continuous stage shape. The hanger installation method of any single order cape gallery in domatic transition 31 are as follows: by one end of the lateral hanging beam 13 of this rank hanger 1 It is placed on the furred ceiling conversion beam 2 of the corresponding rank of domatic transition 31, the adjacent of the adjacent hanger 1 of opposite high-order cape gallery will be located at Vertical beam 11 extends downwardly, and the other end level of described rank transverse direction hanging beam 13 is fixed on the vertical beam 11 extended downwardly On.
The outer diameter of 12 shelf pipe of the vertical beam 11 and lateral bearing beam is 48mm, and the clipping room between aluminum strip plate 3 is away from big In 50mm.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all in essence of the invention Made any modifications, equivalent replacements, and improvements etc., should all be included in the protection scope of the present invention within mind and principle.

Claims (10)

1. a kind of back-covered construction method of aluminum strip plate furred ceiling, which is characterized in that the described method comprises the following steps:
S1: building back-covered construction cape, and the installation direction of aluminum strip plate is the transverse direction of building, according to the adjacent furred ceiling conversion beam of building Spacing set the width of cape gallery, and make lateral bearing beam, vertical beam and the cross of hanger in batch using shelf pipe To hanging beam;
S2: along the hanger of the longitudinally mounted each column cape gallery in building top space, the hanger is evenly spaced to be fixed on On two adjacent furred ceiling conversion beams;
S3: installing to all hangers, i.e., be laid with springboard on hanger, to facilitate operation and walking;
S4: installation aluminum strip plate furred ceiling, until gross area laying finishes.
2. the back-covered construction method of aluminum strip plate furred ceiling according to claim 1, it is characterised in that: in step s 2, single The installation steps of a hanger are first to be assembled in the lateral hanging beam and vertical beam of ground face handle hanger by pipe clamp, and guarantee each The clear space of two vertical beams of hanger is away from the outside interplanar distance for being greater than adjacent two furred ceiling conversion beams, then by vertical beam from outer The both ends of lateral hanging beam are respectively rested on the top surface of two furred ceiling conversion beams across adjacent two furred ceiling conversion beams by side;So Afterwards by the bottom end by the fixed vertical beam of pipe clamp of lateral bearing beam.
3. the back-covered construction method of aluminum strip plate furred ceiling according to claim 2, it is characterised in that: the lateral bearing beam It is also connected with reinforcement hawser, to enhance safety.
4. the back-covered construction method of aluminum strip plate furred ceiling according to claim 3, it is characterised in that: the reinforcement hawser Installation method is to reinforce hawser to pass through from the shelf pipe of lateral bearing beam and lateral hanging beam respectively, and be maintained at and be just tensioned In the state of be attached fixation.
5. the back-covered construction method of aluminum strip plate furred ceiling according to claim 4, it is characterised in that: must assure that hanger is perpendicular To the outer diameter of beam be less than adjacent aluminum strip plate between clear space away from.
6. the back-covered construction method of aluminum strip plate furred ceiling according to claim 5, it is characterised in that: in the mistake of mounting suspension Cheng Zhong, the interior empty longitudinal length of measured in advance building, according to the longitudinally mounted position of the width of aluminum strip plate and spacing positioning aluminium batten Set, the lengthwise position of each hanger of Primary Location, enable the vertical beam of hanger be located just at quasi- installation two aluminum strip plates it Between.
7. the back-covered construction method of aluminum strip plate furred ceiling according to claim 4, it is characterised in that: when in installation aluminum strip plate During, it, can be in longitudinal adjustment front-rear position by a small margin, to avoid aluminum strip when encountering aluminum strip plate and vertical beam conflict Plate.
8. the back-covered construction method of aluminum strip plate furred ceiling according to claim 7, it is characterised in that: carrying out, domatic is excessive When the aluminum strip plate construction of section, cape gallery is arranged by continuous stage shape.
9. the back-covered construction method of aluminum strip plate furred ceiling according to claim 8, which is characterized in that any one in domatic section The hanger installation method of rank cape gallery are as follows: one end of this rank hanger transverse direction hanging beam is placed in the furred ceiling that domatic transition corresponds to rank On conversion beam, the adjacent vertical beam for being located at the adjacent hanger of opposite high-order cape gallery is extended downwardly, described rank is laterally hung The other end of beam is horizontal to be fixed in the vertical beam extended downwardly.
The cape 10. a kind of back-covered is constructed, it is characterised in that: the construction cape includes several cape gallerys being parallel to each other, Each column cape gallery includes several hangers and springboard, the hanger longitudinally evenly spaced furred ceiling conversion for being fixed on building top Liang Shang, the springboard are continuously laid on hanger;Each hanger includes a lateral bearing beam and two vertical beams, The top of vertical beam is fixed on furred ceiling conversion beam, and the both ends of lateral bearing beam are separately fixed at the bottom end of two vertical beams.
CN201811301605.9A 2018-11-02 2018-11-02 Back-covered construction method and back-covered the construction cape of aluminum strip plate furred ceiling Pending CN109252675A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811301605.9A CN109252675A (en) 2018-11-02 2018-11-02 Back-covered construction method and back-covered the construction cape of aluminum strip plate furred ceiling

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Application Number Priority Date Filing Date Title
CN201811301605.9A CN109252675A (en) 2018-11-02 2018-11-02 Back-covered construction method and back-covered the construction cape of aluminum strip plate furred ceiling

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113530189A (en) * 2020-04-22 2021-10-22 南京环达装饰工程有限公司 Reverse hanging type construction method and reverse hanging type construction hanging platform of aluminum strip plate ceiling

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101597956A (en) * 2008-06-06 2009-12-09 中国海洋石油总公司 Suspended scaffold
CN202134828U (en) * 2011-07-09 2012-02-01 辽宁省电力有限公司鞍山供电公司 Transformer station isolator maintenance platform
CN202767488U (en) * 2012-07-23 2013-03-06 青岛东亚建筑装饰有限公司 Steel pipe fastener hanging type handling frame
CN203394008U (en) * 2013-07-26 2014-01-15 中建三局第二建设工程有限责任公司 Suspension type hanging bracket used on plane truss
CN204401997U (en) * 2014-11-26 2015-06-17 华鼎建筑装饰工程有限公司 A kind of suspension type ceiling construction scaffold
CN204753397U (en) * 2015-06-17 2015-11-11 中国十九冶集团有限公司 Temporary mounting hanger for steel box bridge
CN207776210U (en) * 2017-12-05 2018-08-28 中国建筑第八工程局有限公司 High-altitude aluminium sheet is grouped the whole ceiling structure carried

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101597956A (en) * 2008-06-06 2009-12-09 中国海洋石油总公司 Suspended scaffold
CN202134828U (en) * 2011-07-09 2012-02-01 辽宁省电力有限公司鞍山供电公司 Transformer station isolator maintenance platform
CN202767488U (en) * 2012-07-23 2013-03-06 青岛东亚建筑装饰有限公司 Steel pipe fastener hanging type handling frame
CN203394008U (en) * 2013-07-26 2014-01-15 中建三局第二建设工程有限责任公司 Suspension type hanging bracket used on plane truss
CN204401997U (en) * 2014-11-26 2015-06-17 华鼎建筑装饰工程有限公司 A kind of suspension type ceiling construction scaffold
CN204753397U (en) * 2015-06-17 2015-11-11 中国十九冶集团有限公司 Temporary mounting hanger for steel box bridge
CN207776210U (en) * 2017-12-05 2018-08-28 中国建筑第八工程局有限公司 High-altitude aluminium sheet is grouped the whole ceiling structure carried

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113530189A (en) * 2020-04-22 2021-10-22 南京环达装饰工程有限公司 Reverse hanging type construction method and reverse hanging type construction hanging platform of aluminum strip plate ceiling

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Application publication date: 20190122

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