CN108457426A - Floor slab reinforcing steel bar heightening and thickness elevation device - Google Patents
Floor slab reinforcing steel bar heightening and thickness elevation device Download PDFInfo
- Publication number
- CN108457426A CN108457426A CN201710472221.2A CN201710472221A CN108457426A CN 108457426 A CN108457426 A CN 108457426A CN 201710472221 A CN201710472221 A CN 201710472221A CN 108457426 A CN108457426 A CN 108457426A
- Authority
- CN
- China
- Prior art keywords
- frame body
- main frame
- padded
- bar
- floor
- 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.)
- Pending
Links
- 229910001294 Reinforcing steel Inorganic materials 0.000 title description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 28
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 14
- 238000010276 construction Methods 0.000 abstract description 13
- 229910000831 Steel Inorganic materials 0.000 abstract description 9
- 239000010959 steel Substances 0.000 abstract description 9
- 239000004568 cement Substances 0.000 description 6
- 230000002787 reinforcement Effects 0.000 description 6
- 239000011440 grout Substances 0.000 description 4
- 239000010410 layer Substances 0.000 description 4
- 239000002356 single layer Substances 0.000 description 4
- 239000011449 brick Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 210000003205 muscle Anatomy 0.000 description 3
- 239000011241 protective layer Substances 0.000 description 3
- 239000004575 stone Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 125000006850 spacer group Chemical group 0.000 description 2
- 238000005253 cladding Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 238000005429 filling process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000008267 milk Substances 0.000 description 1
- 210000004080 milk Anatomy 0.000 description 1
- 235000013336 milk Nutrition 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Reinforcement Elements For Buildings (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Floor Finish (AREA)
Abstract
The invention relates to a floor slab steel bar heightening and thickness elevation device, which comprises a first frame body and a second frame body. The first frame body comprises a first main frame body and a first supporting part, and the first main frame body is provided with at least one group of first notches and a first base. The second frame body comprises a second main frame body and a second supporting part, and the second main frame body is provided with at least one group of second notches and a second base. In the use state, the first base is clamped on the second supporting part, or the second base is clamped on the first supporting part. Therefore, the invention can position the steel bar at a specific height position, provide elevation information when a constructor grouts a floor slab and improve the construction precision of the whole structure.
Description
Technical field
It is espespecially a kind of to be suitable for auxiliary cement grout the present invention relates to a kind of padded simultaneous thickness device for measuring height of floor bar
The padded simultaneous thickness device for measuring height of floor bar of engineering.
Background technology
Reinforcing bar is indispensable one of main material in floor project, and the past is carrying out when arranging operation of reinforcing bar, is being
By reinforcing bar ornaments on the position of certain height, often bar clamp is located therein using blocks such as stone, bricks so that steel
Muscle support from the ground or one suitable distance of template, and the block is adopted and is alternatively arranged, it is ensured that each section of reinforcing bar all maintains
The certain height.As a result, after cement grout, by reinforcing bar and template die can framework go out the integral thickness of floor, and keep cement complete
Whole cladding reinforcing steel bar.
However, above-mentioned the shortcomings that being formed by booster structure by stone or brick, is, first, can not be accurately by reinforcing bar
It is erected in a certain height, often has error generation, if second, directly furnish reinforcing bar on the stone or brick, hold
Easily deviate origin-location because of the vibration of filling process, and reinforcing steel bars exposed or the insufficient situation of intensity is caused to occur.Third, can not
Obtain clearly absolute altitude benchmark, constructor can only empirically or other admeasuring apparatus deduce the time point for stopping grouting, easily
Slab thickness is caused to generate deviation.
Invention popularity is because in this, this urgently thinks one kind and can solve the above problem slab muscle pad in the spirit actively invented
High and thickness device for measuring height is improved based on substitution tradition in a manner of block reinforcement placing, and several times research experiment is whole
It is of the invention to completing.
Invention content
The main object of the present invention is to provide a kind of floor bar padded simultaneous thickness device for measuring height, to position reinforcing bar
At certain height position, and the elevation information when grouting of constructor's floor is provided, therefore the arrangement mode of bar construction can be established,
Simultaneously can dimensional thickness of accurate floor when applying, promote integrally-built construction precision.
To reach above-mentioned purpose, floor bar of the invention is padded and thickness device for measuring height includes one first frame body and the
Two frame bodies.First frame body includes one first main frame body and one first supporting part, and the first main frame body has at least one set first
Notch and one first pedestal.Second frame body includes one second main frame body and one second supporting part, and the second main frame body has extremely
Few one group of second notch and one second pedestal.Wherein, in a state of use, the first pedestal be sticked on the second supporting part, or
The second pedestal of person is sticked on the first supporting part.
By combinations of the above relationship, the padded simultaneous thickness device for measuring height of floor bar of a stacking form is formed, by steel
Muscle is placed in above-mentioned notch, and needn't be worried when cement grout, and reinforcement location will produce offset, crooked situation, is promoted
Integrally-built construction precision.
Above-mentioned first main frame body may include two group of first notch, respectively furnishing reinforcing bar；Above-mentioned second main frame body can
Including two group of second notch, respectively furnishing reinforcing bar.Each main frame body is to utilize two groups of notches as a result, is put respectively not
Reach the stress distribution that can be born with the reinforcing bar in orientation to strengthen the integral strength of floor construction.
Above-mentioned first main frame body and the first supporting part can be an integral structure；Above-mentioned second main frame body and the second supporting part can
It is an integral structure.No matter the first main frame body or the second main frame body as a result, all radially inside extend one by the caliber of main frame body
Structural thickness is to form the supporting part, to provide backstop effect when the first frame body is combined with the second frame body.
Above-mentioned first main frame body can be hollow frame body；Above-mentioned second main frame body can be hollow frame body.The present invention is adopted as a result,
For hollow structure other than having cost consideration, the hollow frame body, which will have, more uses space, and constructor is facilitated to put
Reinforcing bar and installation pipeline, promote convenience when using.
The thickness of the first frame body and the second frame body after said combination can be 15 centimeters.Absolute altitude through the invention as a result,
Function, effectively limit single layer floor thickness be 15 centimeters, it is ensured that the structural strength of floor.
The first frame body and the second frame body after said combination can further include an accommodating space, for being installed with other pipes
Line.Floor bar of the invention is padded as a result, and thickness device for measuring height is other than the placement position that can be used to spacer bar, separately may be used
In being installed with other pipelines in accommodating space, the guide flow path of pipeline in floor layer is built up.
Outlined above with next detailed description be all exemplary in nature is that application in order to further illustrate the present invention is special
Sharp range.And other objects and advantages for the present invention, it will be illustrated with diagram in subsequent explanation.
Description of the drawings
For the technology contents further illustrated the present invention, with reference to embodiments and attached drawing is described in detail as after, wherein：
Fig. 1 is the stereogram of the padded simultaneous thickness device for measuring height of the floor bar of a preferred embodiment of the present invention.
Fig. 2 is the exploded view of the padded simultaneous thickness device for measuring height of the floor bar of a preferred embodiment of the present invention.
Fig. 3 is the solid of the floor bar of a preferred embodiment of the present invention padded simultaneous thickness device for measuring height and single layer reinforcing bar
Figure.
Fig. 4 is the solid of the floor bar of a preferred embodiment of the present invention padded simultaneous thickness device for measuring height and double steel bar
Figure.
Specific implementation mode
It please refers to Fig.1 and Fig. 2, is a preferred embodiment of the present invention that floor bar is padded and thickness device for measuring height respectively
Stereogram and exploded view.Show that a kind of floor bar is padded in figure and thickness device for measuring height 1 include one first frame body 2 and
One second frame body 3, in the present embodiment, two frame body 2,3 are for square cylinder, and but not limited to this, also can be cylinder, polygonal
The external forms profile such as column, can be used to stack supported.Wherein, in the initial state, the first frame body 2 and the second frame body 3 are to divide
Not independent individual, the present invention are to promote the convenience applied by the structure of said combination formula, and bar construction is enable to be layered
It sets up, helps to improve the degree of freedom on reinforcement construction.
As shown, the first frame body 2 includes one first main frame body 21 and one first supporting part 22, wherein described first
Supporting part 22 is the structural thickness extended along radial direction on the inside of the caliber by the first main frame body 21, with the first main frame body
21 be to be an integral structure, it is possible to provide enough bearing strengths and backstop effect, as 3 groups of the first frame body 2 and the second frame body
Support component when conjunction.In the present embodiment, the first main frame body 21 has two groups of first notches 211,212 for putting reinforcing bar
And one to provide the first pedestal 210 of support force, and first pedestal 210 be for the support construction with four support legs,
But it is also not limited, which can be arbitrary kenel, for carrying reinforcing bar weight.In addition, first main frame body
21 be for hollow frame body, and other than having cost consideration, the hollow frame body, which will have, more uses space, facilitate constructor
Reinforcing bar and installation pipeline are put, convenience when using is promoted.
Relatively, the second frame body 3 includes one second main frame body 31 and one second supporting part 32, wherein described second
Bearing portion 32 is the structural thickness extended along radial direction on the inside of the caliber by the second main frame body 31, with the second main frame body 31
It is to be an integral structure, it is possible to provide enough bearing strengths and backstop effect are combined as the second frame body 3 and the first frame body 2
When support component.In the present embodiment, the second main frame body 31 have two groups for put reinforcing bar the second notches 311,312 and
One to provide the second pedestal 310 of support force, and second pedestal 310 be for the support construction with four support legs, but
Also it is not limited, which can be arbitrary kenel, for carrying reinforcing bar weight.In addition, second main frame body 31
It is for hollow frame body, other than having cost consideration, the hollow frame body, which will have, more uses space, and constructor be facilitated to put
Reinforcing bar and installation pipeline are put, convenience when using is promoted.
In the present embodiment, the certain height position in floor, therefore 2 and second frame of above-mentioned first frame body need to be located at because of reinforcing bar
Body 3 is that two identical but different height ratio structures are constructed for element so that upper and lower layer reinforcing bar can be with floor slab tops and bottom
A reserved protective layer thickness, makes floor construction that can all have enough structural strengths at each position.
In addition, the present embodiment is in a state of use, the first pedestal 210 is to be sticked in 32 on the second supporting part, such as Fig. 1 institutes
Show, formed a stacking form floor bar is padded and thickness device for measuring height 1, design structure through the invention can be according to setting
The instruction of figure is counted, it is unified that reinforcing bar is padded to a specific position, and the arrangement mode of bar construction is established, it needn't worry in cement
When grouting, reinforcement location will produce offset, crooked situation.Furthermore the height of 3 heap poststack of the first frame body 2 and the second frame body, i.e.,
For the absolute altitude thickness of the floor of the present invention, therefore constructor can be according to floor bar is padded and thickness device for measuring height when cement grout
1 frame body height and position knows when the stopping continues to be in the milk, and reaches required floor dimensional thickness, promotes integrally-built
Construction precision.If in addition, there is other design requirements, the stacked position of 2 and second frame body 3 of interchangeable first frame body also that is, can
It is changed to the second pedestal 310 being sticked on the first supporting part 22, be not limited with the embodiment of Fig. 1.
The first frame body 2 and the second frame body 3 after said combination further include an accommodating space 4, and the accommodating space 4 is for installing
There are other pipelines.Floor bar of the invention is padded as a result, and thickness device for measuring height 1 is in addition to can be used to spacer bar puts position
Outside setting, it can separately be installed with other pipelines in accommodating space 4, build up the guide flow path of pipeline in floor layer.
Then, Fig. 3 and Fig. 4 is please referred to, is a preferred embodiment of the present invention the padded simultaneous thickness mark of floor bar respectively
The stereogram of high device and stereogram and floor bar padded simultaneous the thickness device for measuring height and double steel bar of single layer reinforcing bar.Such as figure
Shown in 3, floor bar is padded and the second notch 311,312 of thickness device for measuring height 1 put respectively a transverse steel with it is vertical
To reinforcing bar, a kind of floor construction with single layer reinforcing bar can have been built up.Furthermore as shown in figure 4, floor bar is padded and thick
First notch 211,212 of degree device for measuring height 1 has put a transverse steel and longitudinal reinforcement, the second notch 311,312 respectively
Also a transverse steel and longitudinal reinforcement have been put respectively, in the present embodiment, the first frame body 2 after combination and the second frame body 3
Thickness be 15 centimeters, and the top of the first frame body 2 to the protective layer interval that reserved about 3 centimeters are needed between top bars, equally
Ground also needs reserved about 3 centimeters of protective layer interval between bottom to the lower layer reinforcing bar of the second frame body 3.As a result, in addition to can ensure that floor
Structural strength outside, while can avoid the situation that slight crack easily occur in reinforcing steel bars exposed or surface layer and occurring.
It is only for the sake of illustration for above-described embodiment, and the interest field that the present invention is advocated certainly should be with right
Subject to described in claimed range, not just the above examples.
Claims (9)
1. a kind of padded simultaneous thickness device for measuring height of floor bar, includes：
One first frame body, includes one first main frame body and one first supporting part, which has at least one set first
Notch and one first pedestal；And
One second frame body, includes one second main frame body and one second supporting part, which has at least one set second
Notch and one second pedestal, wherein in a state of use, first pedestal be sticked on second supporting part or this second
Pedestal is sticked on first supporting part.
2. floor bar as described in claim 1 is padded and thickness device for measuring height, wherein first main frame body includes two groups the
One notch, respectively furnishing reinforcing bar.
3. floor bar as described in claim 1 is padded and thickness device for measuring height, wherein second main frame body includes two groups the
Two notches, respectively furnishing reinforcing bar.
4. the padded simultaneous thickness device for measuring height of floor bar as described in claim 1, wherein first main frame body and this first
Bearing portion is an integral structure.
5. the padded simultaneous thickness device for measuring height of floor bar as described in claim 1, wherein second main frame body and this second
Bearing portion is an integral structure.
6. the padded simultaneous thickness device for measuring height of floor bar as described in claim 1, wherein first main frame body is hollow bracket
Body.
7. the padded simultaneous thickness device for measuring height of floor bar as described in claim 1, wherein second main frame body is hollow bracket
Body.
8. floor bar as described in claim 1 is padded and thickness device for measuring height, wherein first frame body after combination with should
The thickness of second frame body is 15 centimeters.
9. floor bar as described in claim 1 is padded and thickness device for measuring height, wherein first frame body after combination with should
Second frame body further includes an accommodating space, for being installed with other pipelines.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW106202354U TWM543264U (en) | 2017-02-18 | 2017-02-18 | Device of raising height and marking thickness of floor steel bars |
| TW106202354 | 2017-02-18 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108457426A true CN108457426A (en) | 2018-08-28 |
Family
ID=59689723
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710472221.2A Pending CN108457426A (en) | 2017-02-18 | 2017-06-20 | Floor slab reinforcing steel bar heightening and thickness elevation device |
Country Status (3)
| Country | Link |
|---|---|
| JP (1) | JP2018131892A (en) |
| CN (1) | CN108457426A (en) |
| TW (1) | TWM543264U (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109914813A (en) * | 2019-04-11 | 2019-06-21 | 李加 | A kind of multi-functional plate thickness controller |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000038807A (en) * | 1998-07-21 | 2000-02-08 | Akoo:Kk | Reinforcement holding device |
| CN201292611Y (en) * | 2008-10-17 | 2009-08-19 | 上海城建建设实业(集团)有限公司 | Novel bar-steadier |
| WO2012054959A1 (en) * | 2010-10-27 | 2012-05-03 | Luke Aiden Knight | Spacer for supporting a reinforcing bar |
| US20120247058A1 (en) * | 2010-03-02 | 2012-10-04 | JAB Plastic Products Corporation | Supporting multiple mats |
| CN105625640A (en) * | 2014-11-04 | 2016-06-01 | 台湾精准生活科技有限公司 | Reinforcing steel bar fixing device |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10245937A (en) * | 1997-03-05 | 1998-09-14 | Shimizu Corp | Spacer for slab reinforcement arrangement with level regulating function |
| JP6228907B2 (en) * | 2014-11-07 | 2017-11-08 | 台灣精準生活科技有限公司 | Guide bar fixture |
-
2017
- 2017-02-18 TW TW106202354U patent/TWM543264U/en unknown
- 2017-06-20 CN CN201710472221.2A patent/CN108457426A/en active Pending
- 2017-11-06 JP JP2017213458A patent/JP2018131892A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000038807A (en) * | 1998-07-21 | 2000-02-08 | Akoo:Kk | Reinforcement holding device |
| CN201292611Y (en) * | 2008-10-17 | 2009-08-19 | 上海城建建设实业(集团)有限公司 | Novel bar-steadier |
| US20120247058A1 (en) * | 2010-03-02 | 2012-10-04 | JAB Plastic Products Corporation | Supporting multiple mats |
| WO2012054959A1 (en) * | 2010-10-27 | 2012-05-03 | Luke Aiden Knight | Spacer for supporting a reinforcing bar |
| CN105625640A (en) * | 2014-11-04 | 2016-06-01 | 台湾精准生活科技有限公司 | Reinforcing steel bar fixing device |
Also Published As
| Publication number | Publication date |
|---|---|
| TWM543264U (en) | 2017-06-11 |
| JP2018131892A (en) | 2018-08-23 |
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|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
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| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20180828 |