CN206800806U - A kind of multi-functional precast concrete block - Google Patents
A kind of multi-functional precast concrete block Download PDFInfo
- Publication number
- CN206800806U CN206800806U CN201720318393.XU CN201720318393U CN206800806U CN 206800806 U CN206800806 U CN 206800806U CN 201720318393 U CN201720318393 U CN 201720318393U CN 206800806 U CN206800806 U CN 206800806U
- Authority
- CN
- China
- Prior art keywords
- precast concrete
- concrete block
- isosceles trapezoid
- functional
- reinforcing bar
- 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.)
- Active
Links
Abstract
A kind of multi-functional precast concrete block, including section are in the precast concrete block of inverted isosceles trapezoid, it is characterised in that:The section is in the precast concrete block of inverted isosceles trapezoid(1)In, in the middle part of bottom and bottom middle part is respectively provided with a groove thereon(2), the depth and reinforcing bar of groove(3)Diameter match, reinforcing bar can be housed in groove respectively, the height of the precast concrete block of isosceles trapezoid and the thickness of cast-in-place concrete floor match.Multi-functional precast concrete block of the present utility model has precast concrete block moulding stable, simple in construction, easy to make; it is adapted to largely be produced according to architectural engineering requirement; precast concrete block installs simple and fast; fixation; instead of original cushion block of concrete bar protective layer, the advantages of preferably controlling cover to reinforcement, floor elevation and slab thickness to meet design and code requirement.
Description
Technical field
The auxiliary work-piece that a kind of precast concrete block for building is constructed as cover to reinforcement is the utility model is related to, specifically
Say, be a kind of multi-functional precast concrete block.
Background technology
At present, it is necessary to ensure that the distance between bar-mat reinforcement and template are fixed value, i.e., during cover to reinforcement construction
The thickness of guarantee cover to reinforcement is needed, what is be usually taken is the mode of the placed longitudinally cement support on reinforcing bar.
Chinese patent CN102852285A disclosed a kind of Multifunctional reinforcement protective cover cushion block, Fig. 1 on January 2nd, 2013
For the structural representation of the cushion block of concrete bar protective layer in the known Chinese patent CN102852285A.Wherein multi-functional bar
Protective layer cushion block includes rectangular matrix 1, and the thickness of matrix 1 and the thickness of cover to reinforcement match, the inner end of matrix 1
Groove 2 is provided with, the depth of groove 2 and the diameter of reinforcing bar match, and the inner end top of matrix 1 is provided with fixture block 3, fixture block 3
Bottom extends to the front of groove 2.Although the rectangular matrix 1 is applicable to the job site of different wall thicknesses,
The groove structure of this oblique slot type there is unstability, causes cushion block of concrete bar protective layer to fix insecure, easy generation position in itself
Shifting, frangibility, place the problem of inconvenient, it is impossible to which control slab thickness meets design requirement well.
Therefore known cushion block of concrete bar protective layer there are problems that above-mentioned a variety of inconvenience and.
The content of the invention
The purpose of this utility model, it is to propose that a kind of multi-functional concrete for being used for the original cushion block of concrete bar protective layer of replacement is pre-
Clamp dog.
To achieve the above object, technical solution of the present utility model is:
A kind of multi-functional precast concrete block, including section are in the precast concrete block of inverted isosceles trapezoid, it is characterised in that:
The section is recessed in the precast concrete block of inverted isosceles trapezoid, being respectively provided with one in the middle part of bottom and in the middle part of bottom thereon
Groove, the depth of groove and the diameter of reinforcing bar match, and can house reinforcing bar, the height of the precast concrete block of isosceles trapezoid in groove respectively
Match with the thickness of cast-in-place concrete floor, be caught in a groove the groove after reinforcing bar Nei and fill the cast-in-place coagulation of reinforcing bar protection
Soil.
Multi-functional precast concrete block of the present utility model can also be further achieved by the following technical measures.
Foregoing multi-functional precast concrete block, wherein the reinforcing bar is the plate face reinforcing bar or plate bottom steel of cast-in-place concrete floor
Muscle.
Foregoing multi-functional precast concrete block, wherein upper bottom length >=120mm of the precast concrete block of the isosceles trapezoid.
Foregoing multi-functional precast concrete block, wherein bottom length >=60mm of the precast concrete block of the isosceles trapezoid.
Foregoing multi-functional precast concrete block, wherein the thickness of the precast concrete block of the isosceles trapezoid is the design of cast-in-situ floor
Thickness.
Foregoing multi-functional precast concrete block, wherein the concrete material and cast-in-situ floor of the precast concrete block of the isosceles trapezoid
The same label of concrete.
After adopting the above technical scheme, multi-functional precast concrete block of the present utility model has advantages below:
1st, precast concrete block moulding is stable, simple in construction, easy to make, is adapted to largely be given birth to according to architectural engineering requirement
Production;
2nd, precast concrete block installation simple and fast, fixation, instead of original cushion block of concrete bar protective layer, can not only play steel
The effect of muscle stirrup, moreover it is possible to preferably control cover to reinforcement, floor elevation and slab thickness to meet design and code requirement.
Brief description of the drawings
Fig. 1 is the structural representation of the cushion block of concrete bar protective layer in the known Chinese patent CN102852285A;
Fig. 2 is the multi-functional precast concrete block structural representation of the utility model embodiment.
In figure:1 precast concrete block, 2 grooves, 3 reinforcing bars, 4 cement nails.
Embodiment
With reference to embodiments and its accompanying drawing illustrates further to the utility model.
Embodiment 1
Multi-functional precast concrete block of the present utility model, including section are in the precast concrete block of inverted isosceles trapezoid.
Referring now to Fig. 2, Fig. 2 is the multi-functional precast concrete block structural representation of the utility model embodiment.As illustrated,
In in the precast concrete block 1 of inverted isosceles trapezoid, in the middle part of bottom and bottom middle part is respectively provided with a groove 2 thereon, recessed in the section
The depth of groove and the diameter of reinforcing bar 3 match, and can house reinforcing bar in groove respectively, the height of the precast concrete block of isosceles trapezoid is with showing
The thickness of pouring concrete floor matches, and is caught in a groove the groove after reinforcing bar 3 Nei and fills reinforcing bar protection cast-in-place concrete.Institute
State the plate face reinforcing bar or reinforcement that reinforcing bar 3 is cast-in-place concrete floor.The upper bottom length of the precast concrete block 1 of the isosceles trapezoid
For 120mm.The bottom length of the precast concrete block 1 of the isosceles trapezoid is 60mm.The precast concrete block of the isosceles trapezoid(1)Thickness
Spend the design thickness for cast-in-situ floor.The concrete material and cast-in-situ floor concrete of the precast concrete block 1 of the isosceles trapezoid are same
Label.
By the concreting with cast-in-situ floor ad eundem to model when multi-functional precast concrete block of the present utility model makes
In, vibrate uniformly, the form removal after precast concrete block reaches intensity.Then use and largely produced according to building quantity.Existing
Pouring concrete concrete floor slab placement crosses Cheng Qian, and it is prefabricated that plate face reinforcing bar and reinforcement are respectively placed in into multi-functional concrete of the present utility model
In the reinforcing bar neck of block, at the same with cement nail by prefabricated section Corner Strapped on floor bottom mould, cord is then bound to two
Or on the cement nail of multiple prefabricated sections, control floor floor elevation and floor thick according to prefabricated section and cord in casting concrete
Degree.
The utility model has substantive distinguishing features and significant technological progress, multi-functional precast concrete block concrete of the present utility model
Prefabricated section moulding is stable, simple in construction, easy to make, can preferably control the thickness gauge after in-situ reinforced concrete slab shaping
It is very little to meet design requirement and related specifications requirement, special concrete precast block is put into in-situ reinforced concrete slab, no
It only can guarantee that cover to reinforcement meets design requirement, moreover it is possible to preferably control slab thickness.
Above example is only for illustration of the utility model, rather than to limitation of the present utility model, relevant technical field
Technical staff, in the case where not departing from spirit and scope of the present utility model, various conversion or change can also be made.Cause
This, all equivalent technical schemes should also belong to category of the present utility model, should be limited by each claim.
Claims (6)
1. a kind of multi-functional precast concrete block, including section are in the precast concrete block of inverted isosceles trapezoid, it is characterised in that:
The section is in the precast concrete block of inverted isosceles trapezoid(1)In, thereon in the middle part of bottom and bottom middle part be respectively provided with one it is recessed
Groove(2), the depth and reinforcing bar of groove(3)Diameter match, reinforcing bar, the precast concrete block of isosceles trapezoid can be housed in groove respectively
Height and the thickness of cast-in-place concrete floor match, be caught in reinforcing bar in a groove(3)Filling reinforcing bar protection in groove afterwards
Cast-in-place concrete.
2. multi-functional precast concrete block as claimed in claim 1, it is characterised in that the reinforcing bar(3)For cast-in-place concrete floor
Plate face reinforcing bar or reinforcement.
3. multi-functional precast concrete block as claimed in claim 1, it is characterised in that the precast concrete block of the isosceles trapezoid(1)'s
Upper bottom length >=120mm.
4. multi-functional precast concrete block as claimed in claim 1, it is characterised in that the precast concrete block of the isosceles trapezoid(1)'s
Go to the bottom length >=60mm.
5. multi-functional precast concrete block as claimed in claim 1, it is characterised in that the precast concrete block of the isosceles trapezoid(1)'s
Thickness is the design thickness of cast-in-situ floor.
6. multi-functional precast concrete block as claimed in claim 1, it is characterised in that the precast concrete block of the isosceles trapezoid(1)'s
Concrete material and the same label of cast-in-situ floor concrete.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720318393.XU CN206800806U (en) | 2017-03-29 | 2017-03-29 | A kind of multi-functional precast concrete block |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720318393.XU CN206800806U (en) | 2017-03-29 | 2017-03-29 | A kind of multi-functional precast concrete block |
Publications (1)
Publication Number | Publication Date |
---|---|
CN206800806U true CN206800806U (en) | 2017-12-26 |
Family
ID=60730230
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201720318393.XU Active CN206800806U (en) | 2017-03-29 | 2017-03-29 | A kind of multi-functional precast concrete block |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN206800806U (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108468402A (en) * | 2018-04-03 | 2018-08-31 | 中国航天建设集团有限公司 | Shear Behavior of R. c. Laminated Slabs precast construction and method |
CN108612262A (en) * | 2018-05-16 | 2018-10-02 | 五冶集团上海有限公司 | A kind of concrete block and making and use method |
CN108661246A (en) * | 2017-03-29 | 2018-10-16 | 五冶集团上海有限公司 | A kind of multi-functional precast concrete block |
CN110005112A (en) * | 2019-04-16 | 2019-07-12 | 中国十七冶集团有限公司 | A kind of pitched roof concrete structure and its construction method |
-
2017
- 2017-03-29 CN CN201720318393.XU patent/CN206800806U/en active Active
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108661246A (en) * | 2017-03-29 | 2018-10-16 | 五冶集团上海有限公司 | A kind of multi-functional precast concrete block |
CN108468402A (en) * | 2018-04-03 | 2018-08-31 | 中国航天建设集团有限公司 | Shear Behavior of R. c. Laminated Slabs precast construction and method |
CN108612262A (en) * | 2018-05-16 | 2018-10-02 | 五冶集团上海有限公司 | A kind of concrete block and making and use method |
CN110005112A (en) * | 2019-04-16 | 2019-07-12 | 中国十七冶集团有限公司 | A kind of pitched roof concrete structure and its construction method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN206800806U (en) | A kind of multi-functional precast concrete block | |
CN106121094B (en) | The precast concrete shell structure of concrete shear force wall based on 3D printing | |
CN101644082B (en) | Assembling method of gypsum evacuated mould | |
CN104631677B (en) | Super thick concrete hollow terrace gradation construction technology | |
CN210976328U (en) | Secondary structure capable of being assembled for construction | |
CN110080454A (en) | LPM light filling body Construction of Cast-in-situ Concrete Hollow | |
CN102400513B (en) | Fireproof cast-in-place hollow floor system | |
CN104074141A (en) | Construction method for small-radius curve fish belly type continuous box girder | |
CN201074373Y (en) | PCM hollow floor structure having heightened cushion block | |
CN106049665B (en) | The construction method of the cast-in-place core of light block wall | |
CN101845797A (en) | One-step molding method of vase-shaped columnar pier for urban viaduct bridges | |
CN108661246A (en) | A kind of multi-functional precast concrete block | |
CN104110131B (en) | A kind of wall structure post hollow concrete formwork | |
CN207526118U (en) | For pre-buried and closure unwrapping wire hole unwrapping wire punch die | |
CN207920139U (en) | A kind of Axial-compression Column of Reinforced Concrete with ruggedized construction | |
CN206554428U (en) | A kind of precast stair connecting node | |
CN206428983U (en) | A kind of lattice limb post ruggedized construction | |
CN205976488U (en) | Template of closed stair is propped up and is established structure | |
CN100368642C (en) | Hollow floor slab with small dense ribs and its production process | |
CN205637707U (en) | Swimming pool | |
CN209397710U (en) | Novel pre-fabricated one | |
CN207775725U (en) | A kind of special disposable light filling composite core mould of bridge | |
CN101240569A (en) | In-situ integrated placing construction method for aerated concrete wall | |
CN2809069Y (en) | Hollow building cover structure with heightened bearer | |
CN217759608U (en) | Thickness control cushion block for reinforced concrete floor slab without split heads and rib structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant |