CN205955225U - Thick controlling means of cast in situ concrete floor board - Google Patents
Thick controlling means of cast in situ concrete floor board Download PDFInfo
- Publication number
- CN205955225U CN205955225U CN201620987352.5U CN201620987352U CN205955225U CN 205955225 U CN205955225 U CN 205955225U CN 201620987352 U CN201620987352 U CN 201620987352U CN 205955225 U CN205955225 U CN 205955225U
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- CN
- China
- Prior art keywords
- control block
- concrete
- block
- concrete control
- cast
- 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 provides a thick controlling means of cast in situ concrete floor board, includes concrete control block, clamping screw, and a control block hole has been seted up in trompil on the board die block board on the concrete control block, and the control block hole sets up and puts at the central point of concrete control block. Clamping screw is the L type, lower bottom surface that clamping screw's horizontal component passed the hole of board die block board and caught on board die block board, and the concrete control block passes through the control block borehole jack at clamping screw's vertical component, and the vertical component top of passing the clamping screw behind the concrete control block sets up the helicitic texture, is provided with the nut 6 that this helicitic texture matees on the clamping screw helicitic texture. The concrete control block is inverted trapezoid structure. Set up the band iron gasket between nut and the concrete control block. The utility model discloses a concrete control block, the height of concrete control block is for waiting to build the building plate thickness, and the concrete is received the light time, and the floating rule is through the concrete control block promptly for waiting the floor thickness of building.
Description
Technical field
This utility model is related to building trade, more particularly, to a kind of cast-in-place concrete floor board thickness control apparatus.
Background technology
At present, existing thickness of concrete floor controls by marking altitude line on post muscle, receives face in casting concrete
When by drawing altitude line, then down measure the height of altitude line to control thickness of slab, but during concreting, personnel walk about
The more absolute altitude reinforcing bar that often results in touches and uses absolute altitude to change, and because concrete receive light back layer there is water membrane it is impossible to
The thickness that accurately determined amount takes, simultaneously concrete also have certain contraction, more accurately cannot determine control, thus leading to thickness of slab
Control undesirable.
And in practice of construction, draw impact workman during altitude line to receive light operation, often cannot accomplish all standing, so actual behaviour
As the altitude line directly measuring on floor periphery reinforcing bar mark, in the middle of floor cannot effective control, thus leading to most of building
Plate interior thickness has problems.
Utility model content
Technical problem to be solved of the present utility model is the bad control of altitude line in casting concrete flooring
Problem
This utility model employs the following technical solutions and solves above-mentioned technical problem：
A kind of cast-in-place concrete floor board thickness control apparatus, including concrete control block, described concrete control block is fixed
It is characterised in that described device also includes standing screw on plate bed die plate, perforate on described plate bed die plate, described concrete
Control block hole is offered on control block, described standing screw is L-type, the horizontal component of standing screw passes through plate bed die plate, described
Concrete control block passes through the vertical component in standing screw for the control block borehole jack, through on the standing screw after concrete control block
Side is threaded structure, and described helicitic texture is provided with the nut being mated with this helicitic texture；
Described concrete control block is inverted trapezoidal structure, and the lower plane fabric width that concrete control block is contacted with plate bed die plate is little
In upper plane fabric width.
Optimize, described control block hole is arranged on the center of concrete control block.
Optimize, band iron pad is set between described nut and concrete control block.
Optimize, the control block hole number in described concrete control block is 1.
Optimize, control device also includes block, and described block is fixed on the edge of band iron pad.
Optimize, block is internally provided with helicitic texture, and the side of band iron pad is provided with helicitic texture, in described block
Helicitic texture mate with the helicitic texture of band iron pad.
The utility model has the advantage of：
(1) this utility model adopts concrete control block, and the height of concrete control block is the thickness of build floor to be poured, mixes
When solidifying soil receives light, floating rule, through concrete control block slab thickness as to be poured, pours thickness of slab and actual plate thickness in engineering
Contrast is obvious, slab thickness to be poured easy to control.
(2) in this utility model, concrete control block adopts inverted trapezoidal structure, strengthens the embedded mixed of concrete control block
Solidifying soil intensity.
(3) concrete control block middle setting control block hole in this utility model, standing screw will be mixed by control block hole
Solidifying soil control block is fixed on plate bed die plate, after concrete floor slab placement, takes off standing screw, and building can be surveyed for the later stage in control block hole again
Plate thickness provides passage, secondary plate face need not hole, reduces trouble and structural deterioration.
(4) this utility model uses standing screw fixing concrete control block, so that single operate in plate face, Gu
Fixed firm, easy to operate.
(5) this utility model is provided with block on band iron pad, can prevent the impression standing screw when pouring build floor
On nut, standing screw be difficult remove.
Brief description
Fig. 1 is this utility model structural representation.
Specific embodiment
Below in conjunction with accompanying drawing, this utility model is described in detail.
As shown in figure 1, a kind of cast-in-place concrete floor board thickness control apparatus, including concrete control block 4, standing screw 3,
Perforate on plate bed die plate 2, concrete control block 4 offers a control block hole 41, and control block hole 41 is arranged on concrete control
The center of clamp dog 4.Standing screw 3 is L-type, and the horizontal component of standing screw 3 passes through the hole of plate bed die plate 2 and catches on plate bottom
The bottom surface of template 1, concrete control block 4 is enclosed within the vertical component of standing screw 3 by control block hole 41, through concrete control
It is threaded structure above the vertical component of standing screw 3 after clamp dog 4, standing screw 3 helicitic texture is provided with this screw thread
The nut 6 of structure matching.Concrete control block 4 is inverted trapezoidal structure, and it is lower flat that concrete control block 4 is contacted with plate bed die plate 2
Face fabric width is less than upper plane fabric width.Band iron pad 5 is set between nut 6 and concrete control block.
Optimize, control device also includes block 7, and described block 7 is fixed on the edge of band iron pad 5.
Optimize, block 7 is internally provided with helicitic texture, and the side of band iron pad 5 is provided with helicitic texture, described block
Helicitic texture in 7 is mated with the helicitic texture of band iron pad 5.
The process of the installation of this floor board thickness control apparatus is as follows：
(1) obtain the thickness that pours build floor according to the drawing of build floor 1 to be poured, determine the thickness of concrete control block 4, mix
The structure of solidifying soil control block 4 is inverted trapezoidal, by template construct concrete control block 4, concrete control block upper surface and going to the bottom
Face is square, and the upper surface length of side is 10cm, and the lower surface length of side is 5cm, fixes one with concrete control block 4 with high in the middle of template
The PVC sleeve pipe of degree, so that concrete control block 4 offers control block hole 41 in center with the direction of plane axis,
Control block hole 41 can pass through standing screw 3.
(2) after concrete control block 4 sets, cleaning concrete control block 4 be arranged on plate bed die plate 2 position it is ensured that
Concrete control block 4 is horizontally arranged on plate bed die plate 2.
(3) horizontal component of standing screw 3 extend into the in the hole of plate bed die plate 2 and catches on, then by concrete control block 4
It is enclosed within the vertical component of standing screw 3, the bottom surface that concrete control block 4 is contacted with plate bed die plate 2 is less than upper surface.
(4) it is cased with band iron pad 5, nut 6 above screw rod successively, tightening nuts 6 are thus fixing concrete control block
4.
(5) install on band iron pad 5 and tighten block 7.
(6) after pouring build floor, take off block 7 and nut 6, take out standing screw 3 from plate bed die plate 2 lower end.
The foregoing is only the preferred embodiment of this utility model creation, not in order to limit this utility model wound
Make, any modification, equivalent and improvement made within all spirit in this utility model creation and principle etc., all should comprise
Within the protection domain that this utility model is created.
Claims (6)
1. a kind of cast-in-place concrete floor board thickness control apparatus, including concrete control block, described concrete control block is fixed on
It is characterised in that described device also includes standing screw on plate bed die plate, perforate on described plate bed die plate, described concrete control
Control block hole is offered on clamp dog, described standing screw is L-type, the horizontal component of standing screw passes through plate bed die plate, described mixed
Solidifying soil control block passes through the vertical component in standing screw for the control block borehole jack, through above the standing screw after concrete control block
It is threaded structure, described helicitic texture is provided with the nut being mated with this helicitic texture；
Described concrete control block is inverted trapezoidal structure, and the lower plane fabric width that concrete control block is contacted with plate bed die plate is less than upper
Plane fabric width.
2. a kind of cast-in-place concrete floor board thickness control apparatus according to claim 1 are it is characterised in that described control block
Hole is arranged on the center of concrete control block.
3. a kind of cast-in-place concrete floor board thickness control apparatus according to claim 1 it is characterised in that described nut with
Band iron pad is set between concrete control block.
4. a kind of cast-in-place concrete floor board thickness control apparatus according to claim 1 are it is characterised in that described concrete
Control block hole number in control block is 1.
5. a kind of cast-in-place concrete floor board thickness control apparatus according to claim 1 it is characterised in that control device also
Including block, described block is fixed on the edge of band iron pad.
6. a kind of cast-in-place concrete floor board thickness control apparatus according to claim 4 are it is characterised in that set inside block
It is equipped with helicitic texture, the side of band iron pad is provided with helicitic texture, the spiral shell of the helicitic texture in described block and band iron pad
Stricture of vagina structure matching.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620987352.5U CN205955225U (en) | 2016-08-29 | 2016-08-29 | Thick controlling means of cast in situ concrete floor board |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620987352.5U CN205955225U (en) | 2016-08-29 | 2016-08-29 | Thick controlling means of cast in situ concrete floor board |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205955225U true CN205955225U (en) | 2017-02-15 |
Family
ID=57979243
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620987352.5U Expired - Fee Related CN205955225U (en) | 2016-08-29 | 2016-08-29 | Thick controlling means of cast in situ concrete floor board |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205955225U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107842201A (en) * | 2017-12-01 | 2018-03-27 | 中建四局第六建筑工程有限公司 | A kind of floorslab thickness control device and its application method |
| CN110107091A (en) * | 2019-06-18 | 2019-08-09 | 陈武豪 | A kind of adjustable flooring control device and application method |
-
2016
- 2016-08-29 CN CN201620987352.5U patent/CN205955225U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107842201A (en) * | 2017-12-01 | 2018-03-27 | 中建四局第六建筑工程有限公司 | A kind of floorslab thickness control device and its application method |
| CN110107091A (en) * | 2019-06-18 | 2019-08-09 | 陈武豪 | A kind of adjustable flooring control device and application method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170215 Termination date: 20170829 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |