CN207419806U - A kind of girt strip lacing wire for built-in square plaster mould box cast-in-place concrete hollow floor slab - Google Patents
A kind of girt strip lacing wire for built-in square plaster mould box cast-in-place concrete hollow floor slab Download PDFInfo
- Publication number
- CN207419806U CN207419806U CN201721458168.2U CN201721458168U CN207419806U CN 207419806 U CN207419806 U CN 207419806U CN 201721458168 U CN201721458168 U CN 201721458168U CN 207419806 U CN207419806 U CN 207419806U
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- CN
- China
- Prior art keywords
- girt strip
- lacing wire
- mould box
- hollow floor
- plaster mould
- 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
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Abstract
The utility model discloses a kind of girt strip lacing wire for built-in square plaster mould box cast-in-place concrete hollow floor slab, including hollow floor system plate, region is evenly distributed with the installation die hole for filling plaster mould box in the inside of hollow floor system plate, the upper and lower ends of plaster mould box are both provided with two-way elongated reinforcing bar, armored concrete girt strip in length and breadth is set between adjacent plaster mould box, framework of steel reinforcement is set in girt strip, and framework of steel reinforcement is made of elongated muscle, lacing wire.The lacing wire of girt strip bottom is constructed using hoop without hook, and top is used to be constructed to drawing.Novel design, girt strip reinforcing bar form are converted, it is ensured that live rib beam steel bar colligation improves diaphragm capsule installation effectiveness, enhances the practicality energy, novel in design beneficial to pouring for concrete, is a kind of good innovation scheme.
Description
Technical field
It is cast-in-place mixed for built-in square plaster mould box more particularly to one kind the utility model is related to concreting field
The girt strip lacing wire of solidifying soil hollow floor slab.
Background technology
Concrete is referred to as concrete, refers to the general designation of the cementing integral engineered composite material of aggregate by cementitious material.It is logical
One word of concrete often said refers to make cementitious material, sand, masonry aggregate with cement；With water (additive and admixture can be contained) by one
Certainty ratio coordinate, it is agitated obtained by cement concrete, also referred to as normal concrete, it is widely used in civil engineering, inorganic glue
Gel material concrete includes the siliceous cementitious material concrete of lime (such as silicate concrete), portland cement series concrete (such as
Portland cement, ordinary cement, slag cements, pulverized fuel ash cement, volcano grey matter cement, cement etc.), organic gel
Gel material concrete mainly has bituminous concrete and polymer cement concrete, resin concrete, polymer impregnated concrete etc..
In addition, inorganic and organic composite colloidal materials concrete, can also divide polymer cement concrete and polymer volume indigo coagulation
Soil.
, it is necessary to place plaster mould box inside the superstructure of empty stomach in concrete work, the technical method used at present is
By enhancing hook on girt strip frame, fastened by hook and plaster mould box, still, drag hook is present in casting process
It is collided with diaphragm capsule, plaster mould box can generate displacement, and practical performance is bad, and there is deficiencies.
In conclusion the defects of for the prior art, it is accordingly required in particular to which one kind is used for the built-in square cast-in-place coagulation of plaster mould box
The girt strip lacing wire of native hollow floor slab, to solve the deficiencies in the prior art.
Utility model content
For problems of the prior art, use in practice is influenced, the utility model proposes one kind for built-in
The girt strip lacing wire of square plaster mould box cast-in-place concrete hollow floor slab, novel in design, girt strip reinforcing bar form is converted, it is ensured that existing
Field rib beam steel bar colligation, the defects of improving diaphragm capsule installation effectiveness, enhance the practicality energy, solved the prior art.
To achieve these goals, the technical solution of the utility model is as follows：
A kind of girt strip lacing wire for built-in square plaster mould box cast-in-place concrete hollow floor slab, including hollow floor system plate,
Region is evenly distributed with the installation die hole for filling plaster mould box in the inside of hollow floor system plate, and the upper and lower ends of plaster mould box are all provided with
Be equipped with two-way elongated reinforcing bar, be provided between adjacent plaster mould box using girt strip made of armored concrete, girt strip it is interior
Portion is provided with framework of steel reinforcement, and framework of steel reinforcement is made of elongated muscle, lacing wire, the lacing wire of girt strip bottom using hoop without hook structure,
Lacing wire at the top of girt strip is used to pull-up structure.
Further, a diameter of 6mm of the reinforcing bar, the height of hollow floor system plate is 410mm, and the width of lacing wire is
80mm。
Further, the girt strip includes longitudinal girt strip and horizontal girt strip, vertical between longitudinal girt strip and horizontal girt strip
Connection.
Further, the surface of the girt strip is provided with hollow binding area, and the surface for binding area is fastened with tied silk.
The beneficial effects of the utility model are：This product is simple in structure, novel in design, and girt strip reinforcing bar form is converted,
Ensure live rib beam steel bar colligation, improve diaphragm capsule installation effectiveness, enhance the practicality energy, beneficial to pouring for concrete, design is new
Grain husk is a kind of good innovation scheme.
Description of the drawings
It is described in detail the utility model with reference to the accompanying drawings and detailed description：
Fig. 1 is the structure diagram of the utility model；
10- hollow floor systems plate in figure, 11- plaster mould boxes, 12- reinforcing bars, 13- girt strips.
Specific embodiment
In order to which the technical means, creative features, achievable purpose and effectiveness for realizing the utility model are easy to understand, under
Face combines and is specifically illustrating, and the utility model is expanded on further.
Referring to Fig. 1, a kind of girt strip lacing wire for built-in square plaster mould box cast-in-place concrete hollow floor slab, including on an empty stomach
Building cover board 10, region is evenly distributed with the installation die hole for filling plaster mould box 11, plaster mould box in the inside of hollow floor system plate 10
11 upper and lower ends are both provided with two-way elongated reinforcing bar 12, are provided between adjacent plaster mould box using armored concrete system
Into girt strip 13, girt strip 13 is internally provided with framework of steel reinforcement, and framework of steel reinforcement is made of elongated muscle, lacing wire, 13 bottom of girt strip
Using hoop without hook structure, the lacing wire at 13 top of girt strip is used to pull-up structure, a diameter of 6mm of reinforcing bar 12, empty stomach building for lacing wire
The height of cover board 10 is 410mm, and the width of lacing wire 13 is 80mm.Girt strip 13 includes longitudinal girt strip and horizontal girt strip, longitudinal rib
Vertical connection between beam and horizontal girt strip, the surface of girt strip 13 are provided with hollow binding area, and the surface for binding area is fastened with bundle
Silk, girt strip reinforcing bar form change, it is ensured that live rib beam steel bar colligation improves diaphragm capsule installation effectiveness.
Ensure live rib beam steel bar colligation, improve diaphragm capsule installation effectiveness, cancel girt strip drag hook bottom crotch, bottom muscle can be avoided
Drag hook is collided with diaphragm capsule, reduces diaphragm capsule displacement.First bind piece three root bottom part reinforcing bar of girt strip, lacing wire and girt strip centre a upper steel
Muscle forms girt strip framework of steel reinforcement.
The beneficial effects of the utility model are：This product is simple in structure, novel in design, and girt strip reinforcing bar form is converted,
Ensure live rib beam steel bar colligation, improve diaphragm capsule installation effectiveness, enhance the practicality energy, beneficial to pouring for concrete, design is new
Grain husk is a kind of good innovation scheme.
It should be understood by those skilled in the art that the present utility model is not limited to the above embodiments, above-described embodiment and
The principle for simply illustrating the utility model described in specification, on the premise of not departing from the spirit and scope of the utility model originally
Utility model also has various changes and modifications, and these various changes and improvements fall within the scope of the claimed invention.
The utility model requires protection scope is defined by appended claims and its equivalent.
Claims (4)
1. a kind of girt strip lacing wire for built-in square plaster mould box cast-in-place concrete hollow floor slab, including hollow floor system plate,
It is characterized in that：Region is evenly distributed with the installation die hole for filling plaster mould box in the inside of hollow floor system plate, plaster mould box it is upper
Lower both ends are both provided with two-way elongated reinforcing bar, are provided between adjacent plaster mould box using rib made of armored concrete
Beam, girt strip are internally provided with framework of steel reinforcement, and framework of steel reinforcement is made of elongated muscle, lacing wire, and the lacing wire of girt strip bottom uses hoop
Without hook structure, the lacing wire at the top of girt strip is used to pull-up structure.
2. a kind of girt strip lacing wire for built-in square plaster mould box cast-in-place concrete hollow floor slab according to claim 1,
It is characterized in that：A diameter of 6mm of the reinforcing bar, the height of hollow floor system plate is 410mm, and the width of lacing wire is 80mm.
3. a kind of girt strip lacing wire for built-in square plaster mould box cast-in-place concrete hollow floor slab according to claim 1,
It is characterized in that：The girt strip includes longitudinal girt strip and horizontal girt strip, vertical connection between longitudinal girt strip and horizontal girt strip.
4. a kind of girt strip lacing wire for built-in square plaster mould box cast-in-place concrete hollow floor slab according to claim 1,
It is characterized in that：The surface of girt strip is provided with hollow binding area, and the surface for binding area is fastened with tied silk.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721458168.2U CN207419806U (en) | 2017-11-03 | 2017-11-03 | A kind of girt strip lacing wire for built-in square plaster mould box cast-in-place concrete hollow floor slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721458168.2U CN207419806U (en) | 2017-11-03 | 2017-11-03 | A kind of girt strip lacing wire for built-in square plaster mould box cast-in-place concrete hollow floor slab |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207419806U true CN207419806U (en) | 2018-05-29 |
Family
ID=62307257
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721458168.2U Expired - Fee Related CN207419806U (en) | 2017-11-03 | 2017-11-03 | A kind of girt strip lacing wire for built-in square plaster mould box cast-in-place concrete hollow floor slab |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207419806U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111379366A (en) * | 2020-03-19 | 2020-07-07 | 中国建筑一局(集团)有限公司 | Hollow floor construction method adopting gypsum mold box and hollow floor structure |
-
2017
- 2017-11-03 CN CN201721458168.2U patent/CN207419806U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111379366A (en) * | 2020-03-19 | 2020-07-07 | 中国建筑一局(集团)有限公司 | Hollow floor construction method adopting gypsum mold box and hollow floor structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180529 Termination date: 20191103 |