CN2417222Y - Fiber reinforced thin wall type element for filling steel bar reinforced concrete floor structure - Google Patents

Fiber reinforced thin wall type element for filling steel bar reinforced concrete floor structure Download PDF

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Publication number
CN2417222Y
CN2417222Y CN 99249798 CN99249798U CN2417222Y CN 2417222 Y CN2417222 Y CN 2417222Y CN 99249798 CN99249798 CN 99249798 CN 99249798 U CN99249798 U CN 99249798U CN 2417222 Y CN2417222 Y CN 2417222Y
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CN
China
Prior art keywords
box
pipe
thin
fiber
reinforced concrete
Prior art date
Application number
CN 99249798
Other languages
Chinese (zh)
Inventor
邱则有
Original Assignee
邱则有
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 邱则有 filed Critical 邱则有
Priority to CN 99249798 priority Critical patent/CN2417222Y/en
Application granted granted Critical
Publication of CN2417222Y publication Critical patent/CN2417222Y/en

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Abstract

The utility model relates to a fibre reinforced type element with thin walls, which is filled with reinforced concrete. The utility model is composed of a pipe (box) body and a sealing to form a hollow thin wall pipe (box), wherein the pipe (box) wall of the pipe (box) body is mixture of high intensity, which is the mix of inorganic cementing material, filling material, additive and fiber, the radio of which is 100: 20-350: 0.01-10: 0.1-15, and the sealing is made of homogenous materials or the mixture of high intensity. The cross section of the thin wall pipe can be circular or square or trapezoidal or shaped in other modes, and the thin wall box can be circular or square or spherical or polygonal or shaped in other modes. The utility model is construction material having the advantages of high intensity, deformation resistance, favorable vibration resisting performance, easy fabrication and low cost.

Description

Filling reinforced concrete fiber reinforcement type thin-wall member

The utility model belongs to the noggin piece of cast-in-situ reinforced concrete.Be specifically related to the improvement of light-wall pipe.

Cast-in-situ reinforced concrete hollow slab adopts light-wall pipe to fill mostly, has convenient construction and transport, advantages such as sound insulation, good airproof performance.But because its tube wall mostly is a homogenous material (as paper tube), have insufficient strength, non-deformability is poor, the shortcoming that the anti-vibration damage capability is also bad.

The purpose of this utility model is the shortcoming that overcomes prior art, and a kind of high strength, resistance to deformation, the anti-vibration performance is good, easy to manufacture, cost is low filling reinforced concrete fiber reinforcement type thin-wall member are provided.

The utility model is made up of with sealing pipe (box) body, forms cavity light-wall pipe (box), and pipe (box) wall of described pipe (box) body is the composite in proportion high-strength compound of cement inorganic material, filler, Admixture, fiber.

Each components by weight cement inorganic material in the high-strength compound described in the utility model: filler: Admixture: fiber is 100: 20-350: 0.01-10: 0.1-15; Described Admixture can be one or more in early strength admixture, one-tenth aqua, retarding agent, the glue; Described cement inorganic material can be portland cement or portland cement or sulphate aluminium cement or iron aluminic acid cement or magnesia oxychloride cement or alkali slag cement or ground caustic coal ash cement or rapid setting cement or special cement; Described fiber can be one or more in glass fiber, carbon fiber, organic fiber, the natural fiber; Described light-wall pipe cross section can be circular square or trapezoidal or other are special-shaped, and described thin-walled box can be circular square or spherical or polygon or other abnormity; Described sealing can be the homogenous material manufacturing, or described high-strength compound manufacturing; In the described thin-walled box ribs can be set, described ribs can be in-line or cross or groined type structure.

Pipe of the present utility model (box) body has been owing to adopted high-strength compound manufacturing, has intensity height, resistance to deformation, the anti-vibration performance is good, easy to manufacture, cost is low advantage.And owing to be the cavity enclosed construction, during the concrete cast, be difficult for entering light-wall pipe (box), can guarantee effectively that hollow rate adheres to specification.

Be described further below in conjunction with accompanying drawing.

Fig. 1 is the structural representation of the embodiment one of the utility model thin-walled box.

Fig. 2 is the structural representation of the embodiment two of the utility model thin-walled box.

Fig. 3 is the structural representation of the embodiment three of the utility model thin-walled box.

Fig. 4 is the structural representation of the embodiment one of the utility model light-wall pipe.

Fig. 5 is the structural representation of the embodiment two of the utility model light-wall pipe.

Fig. 6 is the structural representation of the embodiment three of the utility model thin-walled box.

As shown in Figure 1, 2, 3, filling reinforced concrete fiber reinforcement type thin-walled box of the present utility model is by box body 1 and seal 2 and form, and the box wall of box body is by the composite in proportion high-strength compound of cement inorganic material, filler, Admixture, fiber.Fig. 2 has provided the embodiment that is provided with in-line ribs 3 in it.Fig. 3 has provided the embodiment that is provided with cross ribs 4 in it.

Shown in Fig. 4,5,6, fiber reinforcement-type light-wall conduit for reinforcing steel bar concrete filling of the present utility model is by body 5 and seal 6,7 and form.The tube wall of body is by the composite in proportion high-strength compound of cement inorganic material, filler, Admixture, fiber.Fig. 4 has provided the light-wall pipe cross section and has been circular embodiment.It is square embodiment that Fig. 5 has provided the light-wall pipe cross section.Fig. 6 has provided the light-wall pipe cross section and has been circular embodiment.

Claims (4)

1, a kind of filling reinforced concrete fiber reinforcement type thin-wall member, it is characterized in that it is by managing (box) body and sealing and form, form cavity light-wall pipe (box), pipe (box) wall of described pipe (box) body is the composite in proportion high-strength compound of cement inorganic material, filler, Admixture, fiber.
2, filling reinforced concrete fiber reinforcement type thin-wall member according to claim 1 is characterized in that described fiber can be one or more in glass fiber, carbon fiber, organic fiber, the natural fiber.
3, filling reinforced concrete fiber reinforcement type thin-wall member according to claim 1, it is characterized in that described light-wall pipe cross section can be circular square or trapezoidal or other are special-shaped, described thin-walled box can be circular square or spherical or polygon or other abnormity.
4, filling reinforced concrete fiber reinforcement type thin-wall member according to claim 1 is characterized in that in the described thin-walled box ribs being set, and described ribs can be in-line or cross or groined type structure.
CN 99249798 1999-11-29 1999-11-29 Fiber reinforced thin wall type element for filling steel bar reinforced concrete floor structure CN2417222Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 99249798 CN2417222Y (en) 1999-11-29 1999-11-29 Fiber reinforced thin wall type element for filling steel bar reinforced concrete floor structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 99249798 CN2417222Y (en) 1999-11-29 1999-11-29 Fiber reinforced thin wall type element for filling steel bar reinforced concrete floor structure

Publications (1)

Publication Number Publication Date
CN2417222Y true CN2417222Y (en) 2001-01-31

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN 99249798 CN2417222Y (en) 1999-11-29 1999-11-29 Fiber reinforced thin wall type element for filling steel bar reinforced concrete floor structure

Country Status (1)

Country Link
CN (1) CN2417222Y (en)

Cited By (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2003029573A1 (en) * 2001-09-30 2003-04-10 Zeyou Qiu An hollow formwork for a insitu reinforcing concrete structure
CN1296582C (en) * 2003-10-01 2007-01-24 邱则有 Shuttering member
CN1297720C (en) * 2003-10-21 2007-01-31 邱则有 Hollow component
CN1329601C (en) * 2003-10-21 2007-08-01 邱则有 Hollow form component
CN100336996C (en) * 2003-11-02 2007-09-12 邱则有 Concrete filled light mould member
CN100342100C (en) * 2003-10-21 2007-10-10 邱则有 Hollow form component
CN100344839C (en) * 2003-10-30 2007-10-24 邱则有 Concrete-filled thin-wall pipe
CN100354486C (en) * 2003-10-21 2007-12-12 邱则有 Thin wall pipe for concrete filling
CN100354487C (en) * 2003-10-21 2007-12-12 邱则有 Hollow form structural parts
CN100354489C (en) * 2003-10-30 2007-12-12 邱则有 Permanent shuttering member
CN100354488C (en) * 2003-10-30 2007-12-12 邱则有 Permanent shuttering member
CN100362188C (en) * 2003-10-21 2008-01-16 邱则有 Hollow form structural parts
CN100366840C (en) * 2004-05-25 2008-02-06 邱则有 Lightweight mould member
CN100366841C (en) * 2004-05-25 2008-02-06 邱则有 Cavity formwork
CN100366842C (en) * 2004-05-25 2008-02-06 邱则有 Basin-like formwork
CN100370091C (en) * 1999-11-29 2008-02-20 邱则有 Fiber-reinforced thin-wall pipe (box) for filling reinforced concrete and its making method
CN100439625C (en) * 2003-10-01 2008-12-03 邱则有 Cast-in-situ hollow floor with shuttering member
CN100441794C (en) * 2003-10-01 2008-12-10 邱则有 Shuttering element
WO2010006495A1 (en) * 2008-07-17 2010-01-21 Wang Junting Cast-in-place hollow floor with load-relieving members and construction method thereof
CN1629433B (en) * 2003-12-15 2011-04-27 湖南邱则有专利战略策划有限公司 A shuttering member
CN101230732B (en) * 2004-05-25 2011-09-07 湖南邱则有专利战略策划有限公司 Bowl-shaped formwork component

Cited By (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100370091C (en) * 1999-11-29 2008-02-20 邱则有 Fiber-reinforced thin-wall pipe (box) for filling reinforced concrete and its making method
WO2003029573A1 (en) * 2001-09-30 2003-04-10 Zeyou Qiu An hollow formwork for a insitu reinforcing concrete structure
CN100441794C (en) * 2003-10-01 2008-12-10 邱则有 Shuttering element
CN1296582C (en) * 2003-10-01 2007-01-24 邱则有 Shuttering member
CN100439625C (en) * 2003-10-01 2008-12-03 邱则有 Cast-in-situ hollow floor with shuttering member
CN100342100C (en) * 2003-10-21 2007-10-10 邱则有 Hollow form component
CN1329601C (en) * 2003-10-21 2007-08-01 邱则有 Hollow form component
CN100354486C (en) * 2003-10-21 2007-12-12 邱则有 Thin wall pipe for concrete filling
CN100354487C (en) * 2003-10-21 2007-12-12 邱则有 Hollow form structural parts
CN1297720C (en) * 2003-10-21 2007-01-31 邱则有 Hollow component
CN100362188C (en) * 2003-10-21 2008-01-16 邱则有 Hollow form structural parts
CN100354489C (en) * 2003-10-30 2007-12-12 邱则有 Permanent shuttering member
CN100344839C (en) * 2003-10-30 2007-10-24 邱则有 Concrete-filled thin-wall pipe
CN100354488C (en) * 2003-10-30 2007-12-12 邱则有 Permanent shuttering member
CN100336996C (en) * 2003-11-02 2007-09-12 邱则有 Concrete filled light mould member
CN1629433B (en) * 2003-12-15 2011-04-27 湖南邱则有专利战略策划有限公司 A shuttering member
CN100366842C (en) * 2004-05-25 2008-02-06 邱则有 Basin-like formwork
CN100366841C (en) * 2004-05-25 2008-02-06 邱则有 Cavity formwork
CN100366840C (en) * 2004-05-25 2008-02-06 邱则有 Lightweight mould member
CN101230732B (en) * 2004-05-25 2011-09-07 湖南邱则有专利战略策划有限公司 Bowl-shaped formwork component
WO2010006495A1 (en) * 2008-07-17 2010-01-21 Wang Junting Cast-in-place hollow floor with load-relieving members and construction method thereof

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