CN107989248A - A kind of composite protective roof system and its construction method for building site one off houses - Google Patents

A kind of composite protective roof system and its construction method for building site one off houses Download PDF

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Publication number
CN107989248A
CN107989248A CN201711469080.5A CN201711469080A CN107989248A CN 107989248 A CN107989248 A CN 107989248A CN 201711469080 A CN201711469080 A CN 201711469080A CN 107989248 A CN107989248 A CN 107989248A
Authority
CN
China
Prior art keywords
protective layer
steel
girder
several
upside
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
CN201711469080.5A
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Chinese (zh)
Inventor
丁义平
习海瑞
孙锐
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.)
Shanghai Construction No 2 Group Co Ltd
Original Assignee
Shanghai Construction No 2 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 Shanghai Construction No 2 Group Co Ltd filed Critical Shanghai Construction No 2 Group Co Ltd
Priority to CN201711469080.5A priority Critical patent/CN107989248A/en
Publication of CN107989248A publication Critical patent/CN107989248A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00Roofs; Roof construction with regard to insulation
    • E04B7/02Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00Roofs; Roof construction with regard to insulation
    • E04B7/02Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
    • E04B7/022Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs consisting of a plurality of parallel similar trusses or portal frames
    • E04B7/024Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs consisting of a plurality of parallel similar trusses or portal frames the trusses or frames supporting load-bearing purlins, e.g. braced purlins
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00Roofs; Roof construction with regard to insulation
    • E04B7/02Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
    • E04B7/04Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs supported by horizontal beams or the equivalent resting on the walls

Abstract

The invention discloses a kind of composite protective roof system and its construction method for building site one off houses, it is related to engineering construction technical field;The upper end of two root guard layers, one girder is fixed with several one secondary beams of protective layer, the upper end of several one secondary beams of protective layer is fixed with one galvanized steel plain sheet of protective layer, two root guard layers, two girder is fixed with the upside of one galvanized steel plain sheet of protective layer, several two secondary beams of protective layer are fixed with the upside of two root guard layers, two girder, two expanded metal lath of protective layer is equipped with the upside of several two secondary beams of protective layer, steel roof truss has been bolted on the upside of two expanded metal lath of protective layer, several steel purlin bars are fixed with the upside of steel roof truss, individual layer color steel tile is equipped with the upside of several steel purlin bars, and individual layer color steel tile is connected by bolt with gasket with several steel purlin bars;The present invention have handling convenience, simple to install, it is easy to connect, reuse, stable structure is reliable, stress performance is good, raising Double-protection plate structural efficacy, durability and water proofing property.

Description

A kind of composite protective roof system and its construction method for building site one off houses
Technical field:
The present invention relates to a kind of composite protective roof system and its construction method for building site one off houses, belong to engineering construction Technical field.
Background technology:
In Process of Engineering Construction, site needs to set up a series of temporary facilities, such as temporary office, dining room, place The houses such as house.In view of management of engineering construction requirement and personnel safety requirement, when one off houses is located in the range of tower crane equipment availability When, it is necessary to which setting up necessary protection canopy covers one off houses, for the safety such as support personnel and material installation.
Setting up for protection canopy usually needs to carry out special design and construction, to meet code requirement.In one off houses Independent protection canopy is set up, it is necessary to additionally construct in top, and increase building materials expend and working procedure.Accordingly, it is considered to seek a kind of wound New solution, it is intended to realize the roof system form of both one off houses roof system and protection canopy function " two-in-one ".
The content of the invention:
In view of the above-mentioned problems, the technical problem to be solved in the present invention is to provide a kind of for the compound anti-of building site one off houses Protect roof system.
A kind of composite protective roof system for building site one off houses of the present invention, it includes one girder of protective layer, protective layer One secondary beam, one galvanized steel plain sheet of protective layer, two girder of protective layer, two secondary beam of protective layer, two expanded metal lath of protective layer, steel roof truss, steel purlin Bar, individual layer color steel tile;The upper end of two root guard layers, one girder is fixed with several one secondary beams of protective layer, several one secondary beams of protective layer Upper end is fixed with one galvanized steel plain sheet of protective layer, is fixed with two root guard layers, two girder on the upside of one galvanized steel plain sheet of protective layer, two Several two secondary beams of protective layer are fixed with the upside of two girder of protective layer, protective layer two is equipped with the upside of several two secondary beams of protective layer Expanded metal lath, has been bolted steel roof truss on the upside of two expanded metal lath of protective layer, several steel purlin bars is fixed with the upside of steel roof truss, Individual layer color steel tile is equipped with the upside of several steel purlin bars, and individual layer color steel tile is connected by bolt and gasket with several steel purlin bars Connect.
Preferably, two root guard layers, one girder is fixedly connected by bolt with one secondary beam of protective layer, the protective layer one Girder, one secondary beam of protective layer, two secondary beam of protective layer, the size of two expanded metal lath of protective layer are 100*100*5cm.
Preferably, the size of the steel purlin bar is 40*40*2cm.
Preferably, the thickness of the individual layer color steel tile is 0.5mm.
A kind of construction method of composite protective roof system for building site one off houses, its construction method are:
Step 1:The square steel of one girder of protective layer and one secondary beam of protective layer is hoisted at the top of one off houses, by design position Put and be in turn secured to spacing on one off houses;
Step 2:One galvanized steel plain sheet of protective layer is hoisted in the square tube of one secondary beam of protective layer, is connected by screw bolts mode It is fixed in the square tube of one secondary beam of protective layer;
Step 3:The square steel of two girder of protective layer and two secondary beam of protective layer is hoisted on one galvanized steel plain sheet of protective layer, is pressed Design position and spacing are in turn secured on shoulder guard;
Step 4:Two expanded metal lath of protective layer is hoisted on two secondary beam of protective layer, the mode of being connected by screw bolts is fixed on anti- In the square tube of two secondary beam of sheath;
Step 5:Prefabricated steel construction inclined roof is hoisted in two flat surface of protective layer, is connected by screw bolts or welds company The mode of connecing is fixed, and forms novel protective roof system.
Compared with prior art, beneficial effects of the present invention are:With handling convenience, simple to install, easy to connect, repetition Using, stable structure is reliable, stress performance is good, improve Double-protection plate structural efficacy, durability and water proofing property.
NEW TYPE OF COMPOSITE for engineering construction one off houses protects roof system, be allowed to have concurrently one off houses roof structure function and Protection canopy function of safety protection, but have the advantages that it is convenient to assemble and disassemble, cheap, environmentally protective, recycle, substitute traditional Building site one off houses roof system and protection canopy difference erection construction mode, realize scientific construction, the green of the engineering construction of temporary facilities Construction.
Brief description of the drawings:
For ease of explanation, the present invention is described in detail by following specific implementations and attached drawing.
Fig. 1 is the structure diagram of the present invention;
Fig. 2 is the positive elevational view of the present invention;
Fig. 3 is the floor map of primary-secondary beam in the present invention.
In figure:One girder of 1- protective layers;One secondary beam of 2- protective layers;One galvanized steel plain sheet of 3- protective layers;Two girder of 4- protective layers; Two secondary beam of 5- protective layers;Two expanded metal lath of 6- protective layers;7- steel roof trusses;8- steel purlin bars;9- individual layer color steel tiles.
Embodiment:
It is specific below by what is shown in attached drawing to make the object, technical solutions and advantages of the present invention of greater clarity Embodiment describes the present invention.However, it should be understood that these descriptions are merely illustrative, and it is not intended to limit the model of the present invention Enclose.In addition, in the following description, the description to known features and technology is eliminated, to avoid unnecessarily obscuring the present invention's Concept.
As shown in Figure 1 to Figure 3, present embodiment uses following technical scheme:It includes one girder 1 of protective layer, prevents One secondary beam 2 of sheath, one galvanized steel plain sheet 3 of protective layer, two girder 4 of protective layer, two secondary beam 5 of protective layer, two expanded metal lath 6 of protective layer, steel Roof truss 7, steel purlin bar 8, individual layer color steel tile 9;The upper end of two root guard layers, one girder 1 is fixed with several one secondary beams 2 of protective layer, several The upper end of one secondary beam 2 of protective layer is fixed with one galvanized steel plain sheet 3 of protective layer, and the upside of one galvanized steel plain sheet 3 of protective layer is fixed with two Two girder 4 of protective layer, the upside of two root guard layers, two girder 4 are fixed with several two secondary beams 5 of protective layer, several two secondary beams of protective layer 5 upside is equipped with two expanded metal lath 6 of protective layer, and the upside of two expanded metal lath 6 of protective layer has been bolted steel nest frame 7, steel nest The upside of frame 7 is fixed with several steel purlin bars 8, and the upside of several steel purlin bars 8 is equipped with individual layer color steel tile 9, and individual layer color steel tile 9 is logical Cross bolt to be connected with gasket with several steel purlin bars 8, one girder 1 of protective layer and one secondary beam 2 of protective layer are main in the present invention Rigid stress system, one galvanized steel plain sheet 3 of protective layer and two expanded metal lath 6 of protective layer are main flexible primary structure member, the flexible body System has preferable effectiveness in vibration suppression and load effect.Steel plate forms Double-protection face with expanded metal lath, effectively can offset and bear height The impact load of sky pendant thing, has good vibration damping and unloads power effect, meanwhile, the structure roof of Double-protection upper panel has Original rain-proof water-proof function, improves the structural efficacy and durability of Double-protection plate.
Further, two root guard layers, one girder 1 is fixedly connected by bolt with one secondary beam 2 of protective layer, the protective layer One girder 1, one secondary beam 2 of protective layer, two secondary beam 5 of protective layer, the size of two expanded metal lath 6 of protective layer are 100*100*5cm, the rigidity System has preferable strength and stability, and main bearing member of the square steel square tube as composite protective roof system, has handling Convenience, simple to install, the features such as easy to connect, stable structure is reliable, stress performance is good.
Further, the size of the steel purlin bar 8 is 40*40*2cm.
Further, the thickness of the individual layer color steel tile 9 is 0.5mm.
The construction method of present embodiment is:
Step 1:One girder 1 of protective layer and the square steel of one secondary beam 2 of protective layer are hoisted at the top of one off houses, by design Position and spacing are in turn secured on one off houses;
Step 2:One galvanized steel plain sheet 3 of protective layer is hoisted in the square tube of one secondary beam 2 of protective layer, the side of being connected by screw bolts Formula is fixed in the square tube of one secondary beam 2 of protective layer;
Step 3:Two girder 4 of protective layer and the square steel of two secondary beam 5 of protective layer are hoisted on one galvanized steel plain sheet 3 of protective layer, It is in turn secured to by design position and spacing on shoulder guard;
Step 4:Two expanded metal lath 6 of protective layer is hoisted on two secondary beam 5 of protective layer, the mode of being connected by screw bolts is fixed on In the square tube of two secondary beam 5 of protective layer;
Step 5:Prefabricated steel construction inclined roof is hoisted in two flat surface of protective layer, is connected by screw bolts or welds company The mode of connecing is fixed, and forms novel protective roof system.
Rigid stress system and flexible stress system are constructed in the present invention in method, which has preferable Effectiveness in vibration suppression and load effect.Rigid stress system effectively can offset and bear the impact of falling object from high altitude with flexible stress system Load, has good vibration damping and unloads power effect.

Claims (5)

  1. A kind of 1. composite protective roof system for building site one off houses, it is characterised in that:It includes one girder of protective layer, protective layer One secondary beam, one galvanized steel plain sheet of protective layer, two girder of protective layer, two secondary beam of protective layer, two expanded metal lath of protective layer, steel roof truss, steel purlin Bar, individual layer color steel tile;The upper end of two root guard layers, one girder is fixed with several one secondary beams of protective layer, several one secondary beams of protective layer Upper end is fixed with one galvanized steel plain sheet of protective layer, is fixed with two root guard layers, two girder on the upside of one galvanized steel plain sheet of protective layer, two Several two secondary beams of protective layer are fixed with the upside of two girder of protective layer, protective layer two is equipped with the upside of several two secondary beams of protective layer Expanded metal lath, has been bolted steel roof truss on the upside of two expanded metal lath of protective layer, several steel purlin bars is fixed with the upside of steel roof truss, Individual layer color steel tile is equipped with the upside of several steel purlin bars, and individual layer color steel tile is connected by bolt and gasket with several steel purlin bars Connect.
  2. A kind of 2. composite protective roof system for building site one off houses according to claim 1, it is characterised in that:Two anti- One girder of sheath is fixedly connected by bolt with one secondary beam of protective layer, one girder of protective layer, one secondary beam of protective layer, protective layer Two secondary beams, the size of two expanded metal lath of protective layer are 100*100*5cm.
  3. A kind of 3. composite protective roof system for building site one off houses according to claim 1, it is characterised in that:The steel The size of purlin is 40*40*2cm.
  4. A kind of 4. composite protective roof system for building site one off houses according to claim 1, it is characterised in that:The list The thickness of layer color steel tile is 0.5mm.
  5. A kind of 5. construction method of composite protective roof system for building site one off houses, it is characterised in that:Its construction method is:
    Step 1:The square steel of one girder of protective layer and one secondary beam of protective layer is hoisted at the top of one off houses, by design position and Spacing is in turn secured on one off houses;
    Step 2:One galvanized steel plain sheet of protective layer is hoisted in the square tube of one secondary beam of protective layer, the mode of being connected by screw bolts is fixed In in the square tube of one secondary beam of protective layer;
    Step 3:The square steel of two girder of protective layer and two secondary beam of protective layer is hoisted on one galvanized steel plain sheet of protective layer, by design Position and spacing are in turn secured on shoulder guard;
    Step 4:Two expanded metal lath of protective layer is hoisted on two secondary beam of protective layer, the mode of being connected by screw bolts is fixed on protective layer In the square tube of two secondary beams;
    Step 5:Prefabricated steel construction inclined roof is hoisted in two flat surface of protective layer, the side of using clamping bolts or welded connection Formula is fixed, and forms novel protective roof system.
CN201711469080.5A 2017-12-29 2017-12-29 A kind of composite protective roof system and its construction method for building site one off houses Pending CN107989248A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201711469080.5A CN107989248A (en) 2017-12-29 2017-12-29 A kind of composite protective roof system and its construction method for building site one off houses

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201711469080.5A CN107989248A (en) 2017-12-29 2017-12-29 A kind of composite protective roof system and its construction method for building site one off houses

Publications (1)

Publication Number Publication Date
CN107989248A true CN107989248A (en) 2018-05-04

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108729581A (en) * 2018-05-18 2018-11-02 西安长庆科技工程有限责任公司 A kind of concrete frame and light-steel roofing connection structure and method
CN112663979A (en) * 2020-12-15 2021-04-16 上海建工二建集团有限公司 Temporary protection device and construction method thereof

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN203559594U (en) * 2013-08-09 2014-04-23 中建四局第六建筑工程有限公司 Combined type protection shed
CN204662796U (en) * 2015-03-16 2015-09-23 中建八局第一建设有限公司 Interim board house protection roof structure
CN204822978U (en) * 2015-07-30 2015-12-02 上海宝冶集团有限公司 Belt feeder steel vestibule structure
CN205637640U (en) * 2016-03-04 2016-10-12 中建三局第一建设工程有限责任公司 Color plate housing of canopy is prevented from area pounding
CN207761141U (en) * 2017-12-29 2018-08-24 上海建工二建集团有限公司 A kind of composite protective roof system for building site one off houses

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN203559594U (en) * 2013-08-09 2014-04-23 中建四局第六建筑工程有限公司 Combined type protection shed
CN204662796U (en) * 2015-03-16 2015-09-23 中建八局第一建设有限公司 Interim board house protection roof structure
CN204822978U (en) * 2015-07-30 2015-12-02 上海宝冶集团有限公司 Belt feeder steel vestibule structure
CN205637640U (en) * 2016-03-04 2016-10-12 中建三局第一建设工程有限责任公司 Color plate housing of canopy is prevented from area pounding
CN207761141U (en) * 2017-12-29 2018-08-24 上海建工二建集团有限公司 A kind of composite protective roof system for building site one off houses

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108729581A (en) * 2018-05-18 2018-11-02 西安长庆科技工程有限责任公司 A kind of concrete frame and light-steel roofing connection structure and method
CN112663979A (en) * 2020-12-15 2021-04-16 上海建工二建集团有限公司 Temporary protection device and construction method thereof

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Application publication date: 20180504

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