CN101914966A - Light ribbed floor and light ribbed floor system construction and forming method - Google Patents

Light ribbed floor and light ribbed floor system construction and forming method Download PDF

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Publication number
CN101914966A
CN101914966A CN 201010233415 CN201010233415A CN101914966A CN 101914966 A CN101914966 A CN 101914966A CN 201010233415 CN201010233415 CN 201010233415 CN 201010233415 A CN201010233415 A CN 201010233415A CN 101914966 A CN101914966 A CN 101914966A
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CN
China
Prior art keywords
truss
floor
light
light material
ribbed floor
Prior art date
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Pending
Application number
CN 201010233415
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Chinese (zh)
Inventor
高宗祺
李林
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Individual
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Individual
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 Individual filed Critical Individual
Priority to CN 201010233415 priority Critical patent/CN101914966A/en
Publication of CN101914966A publication Critical patent/CN101914966A/en
Pending legal-status Critical Current

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Abstract

The invention discloses a light ribbed floor and light ribbed floor system construction and forming method, which comprises the following steps: 1) making truss type prefabricated members; 2) processing light material filled blocks; 3) mounting the truss type prefabricated members on part of constructed girders and walls; 4) mounting the light material filled blocks on the truss type prefabricated members; 5) processing steel ribs (excluding truss steel chords) of a ribbed floor or floor system; 6) casting the ribbed floor or floor system; 7) curing; and 8) removing supporting pieces below a truss. When the method is used in place of the conventional construction method of steel templates, wood templates or frameworks made of various materials, the concrete of the same volume in the floor is removed, so the self gravity and production cost are reduced greatly, the number of scaffolds used in a construction process is lowered and the work amount and labor intensity are reduced; and the light material prefabricated module main bodies are used in the floor, so the sound-insulating, heat-preservation and thermal-insulation performance of the floor is improved greatly.

Description

The construction molding method of a kind of poured light rib floor and lightweight close rib building roof
Technical field
The present invention relates to a kind of building operations forming method, particularly a kind of job practices that adopts lightweight multi-ribbed plate and lightweight close rib building roof.
Background technology
In building trade, to use the formwork of wooden form or steel form or various materials in traditional in-site pouring concrete floor slab construction method in a large number, also need form removal after building.Have that the template amount is big, formwork and form removal complex process, template cost height, long construction period, insulation and defening effect be poor, the effort of taking a lot of work.There are a lot of industry peers to improve in recent years at above-mentioned conventional construction method, various types of floors or method of construction of building roof patent have been applied for, but do not provide a kind of and can replace equal volume concrete in the floor, need not build wooden form or steel form in the construction, have the module job practices patent of the ribbed slab floor (or superstructure) of fine sound-insulating and heat-insulating function.
Summary of the invention
The objective of the invention is to overcome the defective of prior art, provide a kind of and can replace equal volume concrete in the floor, the construction molding method that need not build the poured light rib floor and the lightweight close rib building roof of wooden form or steel form in the construction.
The objective of the invention is to be achieved through the following technical solutions:
The construction molding method of a kind of poured light rib floor and lightweight close rib building roof comprises the steps:
1) makes the truss-like prefabricated units;
2) processing light material filling block;
3) set up the truss-like prefabricated units on part beam, the wall constructing to finish;
4) the light material filling block is installed on the truss-like prefabricated units;
5) installation and processing except that truss string wire bar ribbed slab floor or the reinforcing bar of superstructure;
6) build the concrete of ribbed slab floor or superstructure;
7) maintenance;
8) support member under the dismounting truss.
Preferably, described step also comprises encapsulation process is carried out in the slit between template system installation, that be made up of filling block and truss.
Preferably, described step also comprises wall or the depth of beam of adjusting sub-truss, makes to reach to place the required height of truss.
Owing to adopted technique scheme, the present invention to have following beneficial effect:
1), replaced traditional steel form or wooden form, replaced the concrete of equal volume in the floor, greatly reduce material, reduced cost and cost of production;
2), reduced the quantity of scaffold in the work progress, and can in work progress, need not purchase wooden form or steel form, reduced engineering quantity, reduced deadweight and labour intensity;
3), a part itself that can be used as structure implants in the filling block, need not to dismantle again, reduced construction costs, the form work engineering amount is little, construction period is shorter, has significantly reduced operation and labour intensity.
4), adopt the prefabricated module bodies of light material to use in floor, improve sound insulation, insulation, the heat insulating function of floor greatly, improved the building comfortableness, reduced that the interlayer heat transmits and waste, saved the energy.
The specific embodiment
According to embodiment the present invention is described in further detail below.
The construction molding method of a kind of poured light rib floor and lightweight close rib building roof comprises the steps:
1) makes the truss-like prefabricated units; 2) processing light material filling block; 3) set up the truss-like prefabricated units on part beam, the wall constructing to finish; 4) the light material filling block is installed on the truss-like prefabricated units; 5) installation and processing except that truss string wire bar ribbed slab floor or the reinforcing bar of superstructure; 6) build the concrete of ribbed slab floor or superstructure; 7) maintenance; 8) support member under the dismounting truss.
Above-mentioned steps also comprises carries out encapsulation process to the slit between template system installation, that be made up of filling block and truss, and wall or the depth of beam of adjusting sub-truss, makes to reach and places the required height of truss.
In work progress, the filling block system that couples together is placed on the support, casting concrete can use as wooden form or steel form, has replaced traditional steel form or wooden form, has replaced the concrete of equal volume in the floor, greatly reduces cost of production; Reduce the quantity of scaffold in the work progress, and can in work progress, need not purchase wooden form or steel form, reduced engineering quantity and labour intensity; A part that itself can be used as structure is implanted in the filling block, need not to dismantle again, has reduced construction costs, and the form work engineering amount is little, and construction period is shorter, has significantly reduced operation and labour intensity; Adopt the prefabricated module bodies of light material to use in floor, improve sound insulation, insulation, the heat insulating function of floor greatly, improved the building comfortableness, reduced the interlayer heat and transmitted and waste, saved the energy.
Obviously, the above embodiment of the present invention only is for example of the present invention clearly is described, and is not to be qualification to embodiments of the present invention.For those of ordinary skill in the field, can also make other multi-form variation and changes on the basis of the above description.Here can't give exhaustive to all embodiments.Everyly belong to the row that conspicuous variation that technical scheme of the present invention amplifies out or change still are in protection scope of the present invention.

Claims (3)

1. the construction molding method of poured light rib floor and lightweight close rib building roof comprises the steps:
1) makes the truss-like prefabricated units;
2) processing light material filling block;
3) set up the truss-like prefabricated units on part beam, the wall constructing to finish;
4) the light material filling block is installed on the truss-like prefabricated units;
5) installation and processing except that truss string wire bar ribbed slab floor or the reinforcing bar of superstructure;
6) build the concrete of ribbed slab floor or superstructure;
7) maintenance;
8) support member under the dismounting truss.
2. construction molding method according to claim 1, described step also comprise carries out encapsulation process to the slit between template system installation, that be made up of filling block and truss.
3. construction molding method according to claim 1 and 2, described step also comprise wall or the depth of beam of adjusting sub-truss, make to reach to place the required height of truss.
CN 201010233415 2010-07-21 2010-07-21 Light ribbed floor and light ribbed floor system construction and forming method Pending CN101914966A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201010233415 CN101914966A (en) 2010-07-21 2010-07-21 Light ribbed floor and light ribbed floor system construction and forming method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201010233415 CN101914966A (en) 2010-07-21 2010-07-21 Light ribbed floor and light ribbed floor system construction and forming method

Publications (1)

Publication Number Publication Date
CN101914966A true CN101914966A (en) 2010-12-15

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201010233415 Pending CN101914966A (en) 2010-07-21 2010-07-21 Light ribbed floor and light ribbed floor system construction and forming method

Country Status (1)

Country Link
CN (1) CN101914966A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102409848A (en) * 2011-08-11 2012-04-11 李林 Construction molding methods for light-weight ribbed floorslab and light-weight ribbed floor

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000120203A (en) * 1998-10-15 2000-04-25 Toshio Takemoto Reinforced concrete hollow slab and its construction
CN2496950Y (en) * 2001-08-27 2002-06-26 高文利 Reinforcing mattress frame special for floorslab
JP3658550B2 (en) * 2001-07-16 2005-06-08 株式会社富士昭技研 Deck plate and concrete slab
CN1877049A (en) * 2005-06-06 2006-12-13 邱则有 Bearing type template member
KR100806821B1 (en) * 2006-12-19 2008-02-22 삼성중공업 주식회사 Hollow core beam using the u-type precast concrete box, construction method and connection thereof
KR100818292B1 (en) * 2007-01-24 2008-03-31 박정진 Slab-form equipped for pre-fabricated reinforcing bar
KR100875698B1 (en) * 2008-08-28 2008-12-23 주식회사 반석티비에스 Unit pannel for holllow concrete slab
CN201217872Y (en) * 2008-06-18 2009-04-08 黑龙江宇辉新型建筑材料有限公司 Prefabricated stacking floor
CN101429791A (en) * 2008-12-20 2009-05-13 宫海西 Girder-embedded continuous box-shaped reinforced concrete beam board and its production technique

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000120203A (en) * 1998-10-15 2000-04-25 Toshio Takemoto Reinforced concrete hollow slab and its construction
JP3658550B2 (en) * 2001-07-16 2005-06-08 株式会社富士昭技研 Deck plate and concrete slab
CN2496950Y (en) * 2001-08-27 2002-06-26 高文利 Reinforcing mattress frame special for floorslab
CN1877049A (en) * 2005-06-06 2006-12-13 邱则有 Bearing type template member
KR100806821B1 (en) * 2006-12-19 2008-02-22 삼성중공업 주식회사 Hollow core beam using the u-type precast concrete box, construction method and connection thereof
KR100818292B1 (en) * 2007-01-24 2008-03-31 박정진 Slab-form equipped for pre-fabricated reinforcing bar
CN201217872Y (en) * 2008-06-18 2009-04-08 黑龙江宇辉新型建筑材料有限公司 Prefabricated stacking floor
KR100875698B1 (en) * 2008-08-28 2008-12-23 주식회사 반석티비에스 Unit pannel for holllow concrete slab
CN101429791A (en) * 2008-12-20 2009-05-13 宫海西 Girder-embedded continuous box-shaped reinforced concrete beam board and its production technique

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102409848A (en) * 2011-08-11 2012-04-11 李林 Construction molding methods for light-weight ribbed floorslab and light-weight ribbed floor

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Open date: 20101215