CN206607755U - A kind of building precast cushion block - Google Patents
A kind of building precast cushion block Download PDFInfo
- Publication number
- CN206607755U CN206607755U CN201720335222.8U CN201720335222U CN206607755U CN 206607755 U CN206607755 U CN 206607755U CN 201720335222 U CN201720335222 U CN 201720335222U CN 206607755 U CN206607755 U CN 206607755U
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- CN
- China
- Prior art keywords
- cushion block
- stopper slot
- building precast
- twice
- utility
- 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.)
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Abstract
The utility model is related to a kind of auxiliary prefabricated component for building, and in particular to a kind of building precast cushion block.Existing advance expenditure block is easily slipped in work progress, while being not suitable with the advance expenditure requirement of different height.The utility model provides a kind of building precast cushion block, including cushion block body, and the upper surface of described cushion block body is provided with twice stopper slot, and described stopper slot runs through the upper surface of cushion block body and twice stopper slot is in 90 degree of right-angled intersection patterns.This building precast cushion block has prevented the cushion block slip phenomenon in advance expenditure process and work progress, while may also adapt to the advance expenditure demand of different height.
Description
Technical field
The utility model is related to a kind of auxiliary prefabricated component for building, and in particular to a kind of building precast cushion block.
Background technology
Armored concrete（English：Reinforced Concrete or Ferroconcrete）, often it is called for short in engineering
Reinforced concrete（tong）.Refer to one kind by adding reinforcing bar or bar-mat reinforcement, steel reinforcement cage, steel plate or fiber in concrete and constituting
Cooperation improves a kind of combined material of Concrete Mechanical Properties to combined material therewith.For reinforced concrete most common one
The form of kind.
The casting process of armored concrete is such, and bar-mat reinforcement or reinforcing bar are put into the space design that template is constituted
Cage, then by concrete inject template constitute space design in, after concrete setting and intensity it is up to standard after, remove masterplate.
Armored concrete has such a requirement in casting process, i.e., concrete need it is fully wrapped around live bar-mat reinforcement or
Steel reinforcement cage, and reinforcing bar needs certain depth apart from concrete surface layer, and the concrete of this depth is referred to as Surface layer's concrete.No
Same environment needs different Surface layer's concrete thickness degree.
During practice of construction, under gravity, bar-mat reinforcement or steel reinforcement cage can be close in template, if directly poured
If building concrete, the side that reinforcing bar is close to template would not form Surface layer's concrete.Therefore needed before casting concrete
Bar-mat reinforcement in plate moulding or steel reinforcement cage branch are got up, disengage it from masterplate not with template proximate.
Stone is commonly used in job site, or simple concrete block carrys out advance expenditure bar-mat reinforcement, although such advance expenditure method
Can also, but there is following weak point：
（1）Cushion block is easily slipped, and when on bar-mat reinforcement or steel reinforcement cage by external force or vibrations, cushion block is easily slipped.In addition it is
Masterplate is facilitated subsequently to disengage, the general oily grease of brush in template, cushion block is more prone to slip.Someone during due to being constructed on bar-mat reinforcement
Member needs to use vibrator by concrete ram-jolt, therefore pass through in practice of construction process in addition in upper walking during casting concrete
Often occurs the situation that cushion block comes off.
（2）Due to being different in the height of different position advance expenditures, stone or common cushion block do not adapt to height
Different advance expenditure requirements.
Utility model content
The purpose of this utility model is to provide a kind of building precast cushion block, to solve what is mentioned in above-mentioned background technology
Problem.
To achieve the above object, the utility model provides following technical scheme：
A kind of building precast cushion block, it is characterised in that：Including cushion block body, the upper surface of described cushion block body is provided with
Twice stopper slot, described stopper slot runs through the upper surface of cushion block body and twice stopper slot is in 90 degree of right-angled intersection patterns.
Because bar-mat reinforcement or most of all tied up with reinforcing bar intersection of steel reinforcement cage build, it is possible in bar-mat reinforcement
Or select the position of a reinforcing bar right-angled intersection to be encased inside the utility model on steel reinforcement cage, make the steel of right-angled intersection on this position
Muscle buckles into the stopper slot of right-angled intersection in the utility model, and so vibrations are skidded anyway, and cushion block is slipped all without with reinforcing bar,
The phenomenon of cushion block slippage can thoroughly be solved.
It is preferred that, the spacing groove depth of above-mentioned twice is different, and the depth difference of twice stopper slot is 4~32 millimeters, and two
The width of stopper slot is no more than 40mm.Due on the axis no longer same plane of two reinforcing bars intersected on bar-mat reinforcement, such as
If the spacing groove depth of fruit twice is consistent, all gravity presses to one in twice stopper slot by that root reinforcing bar of lowermost layer
The depth design of twice stopper slot is one deep one shallow by road, therefore, this preferred scheme, and such twice stopper slot can be held up simultaneously
The reinforcing bar intersected on bar-mat reinforcement.Stress point so of the present utility model is more uniform, advantageously stable in guarantee advance expenditure.In addition
The depth difference of twice stopper slot is 4~32 millimeters, and two stopper slots width no more than 40mm, these size ranges can be with
Cover the bar gauge of standards all at present, groove width is unsuitable excessive, when groove width is excessive, although cushion block cunning will not occur during stress
Take off but easily shake.
It is preferred that, the upper surface of described cushion block body is provided with raised locating piece, and cushion block body bottom surface is provided with positioning hole；
Described positioning hole is corresponded with locating piece and set；Can be mutual between positioning hole and locating piece between two cushion block bodies
Plug coordinates.When needing to adapt to different advance expenditure height, the utility model polylith can be superimposed grafting to meet requirement.Due to
Top of the present utility model is provided with locating piece, and bottom is provided with positioning hole, the adjustment of advance expenditure height can be met after polylith grafting, and
And the entirety of grafting is also than stronger.
It is preferred that, the bottom surface of described cushion block body is provided with non-slip texture.Non-slip texture can increase the skid resistance of cushion block
Energy.
The utility model has the advantage that relative to existing simple cushion block：
（1）The cushion block that work progress can be prevented completely is slipped；
（2）It is adapted to the advance expenditure demand of different height.
Brief description of the drawings
Fig. 1 is the dimensional structure diagram on the utility model top；
Fig. 2 is the dimensional structure diagram of the utility model bottom；
Fig. 3 is three-view diagram of the present utility model；
Fig. 4 is situation schematic diagram of the utility model in actual advance expenditure.
Embodiment
The technical scheme of this patent is described in more detail with reference to embodiment.
1 and accompanying drawing 3 referring to the drawings, a kind of building precast cushion block, including cushion block body 1, described cushion block body 1 it is upper
Surface is provided with twice stopper slot, respectively No. one stopper slot 2 and No. two stopper slots 6, and a stopper slot 2 and No. two stopper slots 6 are passed through
Wear the upper surface of cushion block body and in 90 degree of right-angled intersection patterns.
Referring to the drawings 4, all tied up and built with reinforcing bar intersection because bar-mat reinforcement 8 is most of, it is possible in steel
Select the position of a reinforcing bar right-angled intersection to be encased inside the utility model on muscle net 8, and the reinforcing bar on this position is buckled into one
In the right-angled intersection stopper slot that number stopper slot 2 and No. two stopper slots 6 are constituted, so vibrations are skidded anyway, cushion block all without
Slipped with reinforcing bar, can thoroughly solve the phenomenon of cushion block slippage.
3 and accompanying drawing 4 referring to the drawings, due on the axis no longer same plane of two reinforcing bars intersected on bar-mat reinforcement 8, such as
If really a stopper slot 2 is consistent with No. two depth of stopper slot 6, all gravity press to No. one by that root reinforcing bar of lowermost layer
Stopper slot 2 is together with No. two stopper slots 6, although the anti-slip performance of so cushion block is unaffected, whole cushion block
Stress is uneven.Therefore, the depth optimization of a stopper slot 2 and No. two stopper slots 6 is designed as one deeply after scheme is preferred
One is shallow, and such twice stopper slot can hold up the reinforcing bar of right-angled intersection on bar-mat reinforcement 8 simultaneously.Stress point so of the present utility model
It is more uniform, it is advantageously stable in guarantee advance expenditure.
It is further preferred that the depth difference of a stopper slot 2 and No. two stopper slots 6 is 4~32 millimeters, and a stopper slot
2 and No. two stopper slots 6 width no more than 40mm.Above-mentioned size range can cover the reinforcing bar rule of standards all at present
Lattice, groove width is unsuitable excessive, when groove width is excessive, is easily shaken although cushion block will not occur during stress and slip.
Referring to the drawings 1 and accompanying drawing 2, it is preferred that the upper surface of described cushion block body 1 is provided with raised locating piece 3, cushion block
The bottom surface of body 1 is provided with positioning hole 4；Described positioning hole 4 is corresponded with locating piece 3 and set；Determining between two cushion block bodies 1
Cooperation can be mutually plugged between position hole 4 and locating piece 3.Referring to the drawings 4, when bar-mat reinforcement 8 needs to adapt to different advance expenditures in template 7
During height, the utility model polylith can be superimposed grafting to meet requirement.Because top of the present utility model is provided with locating piece
3, bottom is provided with positioning hole 4, and the adjustment of advance expenditure height can be met after polylith grafting, and the entirety of grafting body is also more firm
Gu.
Referring to the drawings 2 and accompanying drawing 3, the bottom surface of described cushion block body 1 is provided with non-slip texture 5.Non-slip texture 5 can increase
The non-skid property of cushion block.
The better embodiment to this patent is explained in detail above, but this patent is not limited to above-mentioned embodiment party
, can also be on the premise of this patent objective not be departed from formula, the knowledge that one skilled in the relevant art possesses
Make a variety of changes.It should be appreciated that all new in this practicality using other specific embodiments of New Scheme based on this
Within the protection domain of type.
Claims (4)
1. a kind of building precast cushion block, it is characterised in that：Including cushion block body, the upper surface of described cushion block body is provided with two
Road stopper slot, described stopper slot runs through the upper surface of cushion block body and twice stopper slot is in 90 degree of right-angled intersection patterns.
2. a kind of building precast cushion block according to claim 1, it is characterised in that：The spacing groove depth of described twice is not
Together, the depth difference of twice stopper slot be 4~32 millimeters, and two stopper slots width no more than 40mm.
3. a kind of building precast cushion block according to claim 1 and claim 2, it is characterised in that：Described cushion block
The upper surface of body is provided with raised locating piece, and cushion block body bottom surface is provided with positioning hole；Described positioning hole and locating piece are one by one
It is correspondingly arranged；Cooperation can be mutually plugged between the positioning hole and locating piece of two cushion block bodies.
4. a kind of building precast cushion block according to claim 1 and claim 2, it is characterised in that：Described cushion block
The bottom surface of body is provided with non-slip texture.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720335222.8U CN206607755U (en) | 2017-03-31 | 2017-03-31 | A kind of building precast cushion block |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720335222.8U CN206607755U (en) | 2017-03-31 | 2017-03-31 | A kind of building precast cushion block |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206607755U true CN206607755U (en) | 2017-11-03 |
Family
ID=60173742
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720335222.8U Expired - Fee Related CN206607755U (en) | 2017-03-31 | 2017-03-31 | A kind of building precast cushion block |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206607755U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109779156A (en) * | 2019-03-08 | 2019-05-21 | 常州工程职业技术学院 | It is a kind of for controlling the combined pad of cover to reinforcement and upper and lower level distance of reinforcing bar |
| CN110258968A (en) * | 2019-05-30 | 2019-09-20 | 李运中 | Binding-type High-strength durable concrete pad is exempted from combination |
| CN110644682A (en) * | 2019-09-27 | 2020-01-03 | 顾安洪 | Reinforced concrete formwork and construction method thereof |
-
2017
- 2017-03-31 CN CN201720335222.8U patent/CN206607755U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109779156A (en) * | 2019-03-08 | 2019-05-21 | 常州工程职业技术学院 | It is a kind of for controlling the combined pad of cover to reinforcement and upper and lower level distance of reinforcing bar |
| CN110258968A (en) * | 2019-05-30 | 2019-09-20 | 李运中 | Binding-type High-strength durable concrete pad is exempted from combination |
| WO2020237600A1 (en) * | 2019-05-30 | 2020-12-03 | 李运中 | Combined binding-free high-strength durable concrete cushion block |
| CN110644682A (en) * | 2019-09-27 | 2020-01-03 | 顾安洪 | Reinforced concrete formwork and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200827 Address after: 231200 Anhui Zhucheng environmental protection and energy saving building materials Co., Ltd., Jingliu Road, Huagang Town, Feixi County, Hefei City, Anhui Province Patentee after: Anhui Shiqiang environmental protection new material technology Co., Ltd Address before: 231241, Anhui County, Hefei province Feixi County town of granite Industrial Agglomeration Patentee before: ANHUI ZHUCHENG GREEN ENERGY NEW BUILDING MATERIALS Co.,Ltd. |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171103 Termination date: 20200331 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |