CN2639401Y - Filling internal form type box-type concrete floor - Google Patents

Filling internal form type box-type concrete floor Download PDF

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Publication number
CN2639401Y
CN2639401Y CN 03249508 CN03249508U CN2639401Y CN 2639401 Y CN2639401 Y CN 2639401Y CN 03249508 CN03249508 CN 03249508 CN 03249508 U CN03249508 U CN 03249508U CN 2639401 Y CN2639401 Y CN 2639401Y
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China
Prior art keywords
diaphragm capsule
concrete
percent
utility
board
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.)
Expired - Fee Related
Application number
CN 03249508
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Chinese (zh)
Inventor
谢孟
谢琦
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Individual
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Individual
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Publication date
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Priority to CN 03249508 priority Critical patent/CN2639401Y/en
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Publication of CN2639401Y publication Critical patent/CN2639401Y/en
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Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a filling internal form type box-type concrete floor, which is constituted in the following way: openings of a mould boxes butt with each other, a concrete side board is connected around the mould box, a grouted concrete top board is connected to the mould box. Compared with present technology, the utility model utilizes a smaller material consumption than that of ordinary concrete beam board structure to form a product with a load bearing capacity much higher than that of ordinary concrete beam board structure. Compared with present products, the utility model reduces self weight of the structure by about percent 5, saves concrete by about percent 10, reduces steel consumption by about percent 50, saves mould board expenses by about percent 30, shorten the construction period of the structure by about percent 25. The flat board bottom is convenient for pipe line installation. Since the product structure provides excellent load bearing property and high rigidity, is especially applicable for structures with large span.

Description

Filled internal mold formula box concrete building plate
Technical field: the utility model is a kind of filled internal mold formula box concrete building plate, belongs to constructional materials
Technical field.
Technical background: filled internal mold formula box concrete building plate is a kind of structural meterials that extensive use is arranged in construction work, in general, the ordinary concrete beam and slab floor from great, the concrete consumption is many, steel using amount height, form work engineering complexity, and inconvenient pipeline is walked.
Summary of the invention: the purpose of this utility model is: a kind of filled internal mold formula box concrete building plate is provided, it is that the name of utilizing the applicant's power of having patented is called " diaphragm capsule ", the patent No. is: 01247623 product that the diaphragm capsule that production obtains obtains as filled internal mold, production, this product with diaphragm capsule as the internal mold landfill in member, construct the product that stress performance is better than the ordinary concrete beam and slab structure greatly; The utility model is to constitute like this: diaphragm capsule (1) docks, is connected Cast-in-place concrete side plate (3) with around the diaphragm capsule (2), is connecting Cast-in-place concrete top board (4) on diaphragm capsule (1) at diaphragm capsule (1) with the opening (6) of diaphragm capsule (2); Specifically: opening (6) butt joint of diaphragm capsule (1) and diaphragm capsule (2), diaphragm capsule (1) and be connected the plate that Cast-in-place concrete constitutes around the diaphragm capsule (2): diaphragm capsule (1) is gone up and is connected Cast-in-place concrete top board (4), diaphragm capsule (2) lower end and connect and being connected of Cast-in-place concrete base plate (5), diaphragm capsule (1) and diaphragm capsule (2) water concrete side plate (3) on every side.Compared with prior art: the utility model adopts the material usage that is lower than the ordinary concrete beam and slab structure, construct the product that stress performance is better than the ordinary concrete beam and slab structure greatly, compare with existing product, alleviate dead load about 5%, save concrete about 10%, reduce rolled steel dosage about 50% and save that form cost is about 30%, to shorten the structure construction duration about 25% because smooth at the bottom of the plate, be convenient to piping erection; Because the stress performance of product structure is good, rigidity is big, is applicable to the structure than large span more.
Description of drawings: accompanying drawing 1 is the structural representation of a kind of product of the utility model, and accompanying drawing 2 is schematic diagrames of the another kind of product structure of the utility model, and accompanying drawing 3 is floor map of the utility model product.
Embodiment 1 of the present utility model: two identical, measure-alike concrete diaphragm capsules (1) of the shape of having made are docked, are connected Cast-in-place concrete side plate (3) with around the diaphragm capsule (2), connecting Cast-in-place concrete top board (4) on diaphragm capsule (1) at diaphragm capsule (1) with the opening (6) of diaphragm capsule (2); In the practice of construction process, directly concrete is cast on the internal mold that two diaphragm capsules constitute, just formed Cast-in-place concrete side plate (3) and Cast-in-place concrete top board (4) after waiting to solidify.
Embodiment 2 of the present utility model: will dock with the opening (6) of diaphragm capsule (2) with the diaphragm capsule (1) of reinforcing bar, concrete for making, then concrete cast directly over diaphragm capsule (1) and diaphragm capsule (2) around, form cast-in-place plate, that is: diaphragm capsule (1) is gone up and is connected that Cast-in-place concrete top board (4), diaphragm capsule (2) lower end connect Cast-in-place concrete base plate (5), diaphragm capsule (1) waters concrete side plate (3) with being connected of diaphragm capsule (2) on every side.

Claims (2)

1, a kind of filled internal mold formula box concrete building plate is characterized in that: opening (6) butt joint of diaphragm capsule (1) and diaphragm capsule (2), diaphragm capsule (1) and diaphragm capsule (2) being connected Cast-in-place concrete side plate (3) is connecting Cast-in-place concrete top board (4) on diaphragm capsule (1) on every side.
2, according to the described filled internal mold formula of claim 1 box concrete building plate, it is characterized in that: opening (6) butt joint of diaphragm capsule (1) and diaphragm capsule (2), diaphragm capsule (1) and be connected the plate that Cast-in-place concrete constitutes around the diaphragm capsule (2): diaphragm capsule (1) is gone up and is connected Cast-in-place concrete top board (4), diaphragm capsule (2) lower end and connect and being connected of Cast-in-place concrete base plate (5), diaphragm capsule (1) and diaphragm capsule (2) water concrete side plate (3) on every side.
CN 03249508 2003-07-11 2003-07-11 Filling internal form type box-type concrete floor Expired - Fee Related CN2639401Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 03249508 CN2639401Y (en) 2003-07-11 2003-07-11 Filling internal form type box-type concrete floor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 03249508 CN2639401Y (en) 2003-07-11 2003-07-11 Filling internal form type box-type concrete floor

Publications (1)

Publication Number Publication Date
CN2639401Y true CN2639401Y (en) 2004-09-08

Family

ID=34293509

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 03249508 Expired - Fee Related CN2639401Y (en) 2003-07-11 2003-07-11 Filling internal form type box-type concrete floor

Country Status (1)

Country Link
CN (1) CN2639401Y (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100429367C (en) * 2004-11-22 2008-10-29 邱则有 Cavity structural member for hollow concrete slab
CN106436894A (en) * 2016-09-29 2017-02-22 中国航天建设集团有限公司 Novel prefabricated house and construction method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100429367C (en) * 2004-11-22 2008-10-29 邱则有 Cavity structural member for hollow concrete slab
CN106436894A (en) * 2016-09-29 2017-02-22 中国航天建设集团有限公司 Novel prefabricated house and construction method thereof
CN106436894B (en) * 2016-09-29 2019-10-11 中国航天建设集团有限公司 A kind of prefabricated dwelling house and its method of construction

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20040908

Termination date: 20110711