CN207499463U - A kind of cast-in-place concrete floor elevation control device - Google Patents
A kind of cast-in-place concrete floor elevation control device Download PDFInfo
- Publication number
- CN207499463U CN207499463U CN201721413458.5U CN201721413458U CN207499463U CN 207499463 U CN207499463 U CN 207499463U CN 201721413458 U CN201721413458 U CN 201721413458U CN 207499463 U CN207499463 U CN 207499463U
- Authority
- CN
- China
- Prior art keywords
- cast
- control device
- place concrete
- nut
- concrete 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.)
- Expired - Fee Related
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 22
- 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 abstract description 9
- 238000009432 framing Methods 0.000 claims description 14
- 230000002787 reinforcement Effects 0.000 claims description 9
- 238000003466 welding Methods 0.000 claims description 6
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 238000004519 manufacturing process Methods 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 2
- 238000005259 measurement Methods 0.000 abstract description 2
- 238000005266 casting Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Abstract
The utility model belongs to concreting field, more particularly to a kind of cast-in-place concrete floor elevation control device, including handle, handle passes through connecting rod connect base, pedestal includes a positive three rhombohedreons frame, the positive three rhombohedreons frame includes a first end point and three the second endpoints, connecting rod is connect with first end point, second endpoint connects the first nut respectively, the adjusting height bolt being used cooperatively with it is equipped in first nut, adjusts and is also arranged the second nut in height bolt, the utility model is simple in structure, easy to use, measurement effect is good.
Description
Technical field
The utility model belongs to concreting field, and in particular to a kind of cast-in-place concrete floor elevation control device.
Background technology
During casting concrete, the control of cast-in-place concrete floor thickness and surface smoothness is very undesirable always,
And local ruggedness, plate thickness, flatness, absolute altitude error are more than seriously code requirement, and extreme difficulties are brought to construction in later period,
Existing construction method is to copy 500mm control lines on floor longitudinal reinforcement before concreting, is measured in casting process
500mm control lines control floor elevation, but this method needs worker continual in real time to the distance of concrete surface with this
It measures, constructor's heavy workload, and is poured on floor if when constructor's pendulous frequency is inadequate in practical casting process
The flatness of concrete surface is not up to standard, and will appear local plate thickness and differ, therefore the prior art needs further improve.
Invention content
The purpose of this utility model is to provide a kind of simple in structure, easy to use, good cast-in-place concretes of measurement effect
Floor elevation control device.
Based on above-mentioned purpose, the utility model adopts the following technical scheme that：
A kind of cast-in-place concrete floor elevation control device, which is characterized in that including handle, handle is connected by connecting rod
Pedestal, pedestal include a positive three rhombohedreons frame, which includes a first end point and three the second endpoints, connection
Bar is connect with first end point, and the second endpoint connects the first nut respectively, and it is high that the adjusting being used cooperatively with it is equipped in the first nut
Bolt is spent, adjusts and is also arranged the second nut in height bolt, the second nut is located at the lower section of the first nut, adjusts height bolt
Length direction is parallel with the length direction of connecting rod, and three second end points form a triangular framing, adjust height bolt
Length direction and the length direction of the connecting rod company parallel, adjacent with handle with the perpendicular bisector of first end point to the triangular framing
Extension bar one end is equipped with scale value.
Further, the adjusting height bolt welds wing nut towards one end of handle, adjusts height bolt
The other end is set as needle-shaped.
Further, the distance for the triangular framing that 0 graduation mark of the scale value is formed to three second end points is
450mm-600mm。
Further, the length of the adjusting height bolt is 60-250mm, radius 6-8mm.
Further, the handle and connecting rod are formed by reinforcement fabrication.
Further, the pedestal is formed and every section of reinforcing bar long 150-250mm, radius 3- by six sections of reinforcement weldings
5mm。
Further, the scale value includes 0 graduation mark, and 50mm is labeled as towards handle direction from 0 graduation mark, from
It is -50mm that 0 graduation mark, which is risen towards pedestal bearing mark,.
The pedestal of the utility model is a positive three rhombohedreons frame, and stability is good, and adjusts height bolt towards handle
Wing nut is welded in one end, and rotation is facilitated to adjust height bolt, and the other end for adjusting height bolt is set as needle-shaped, convenient from solidifying
Admittedly being extracted in good concrete, and by adjusting height bolt, accurate absolute altitude can be directly realized by, without repeatedly measuring, is made
With conveniently.
Description of the drawings
Fig. 1 is the front view of the embodiment 1 of the utility model；
Fig. 2 is the vertical view of Fig. 1.
Specific embodiment
Embodiment 1
A kind of cast-in-place concrete floor elevation control device, including handle 1, handle 1 passes through 6 connect base 2 of connecting rod, bottom
Seat 2 includes a positive three rhombohedreons frame 201, which is formed by six sections of reinforcement weldings and every section of reinforcing bar is long
200mm, radius 4mm, positive three rhombohedreons frame 201 include a first end point 2011 and three the second endpoints 2012, connecting rod 6
It is connect with first end point 2011, the second endpoint 2012 connects the first nut 3 respectively, is equipped in the first nut 3 and is used cooperatively with it
Adjusting height bolt 4, the length of the adjusting height bolt 4 is 155mm, and radius is 7 mm, adjusts 4 direction of height bolt
One end welding wing nut 8 of handle 1, the other end for adjusting height bolt 4 are set as needle-shaped, adjust and also covered in height bolt 4
If the second nut 5, the second nut 5 is located at the lower section of the first nut 3, adjusts the length direction of height bolt 4 and the length of connecting rod 6
It is parallel to spend direction, three the second endpoints 2012 form a triangular framing 2013, adjust length direction and the company of height bolt 4
The connection parallel, adjacent with handle 1 with the perpendicular bisector of first end point 2011 to the triangular framing 2013 of the length direction of extension bar 6
6 one end of bar is equipped with scale value 7, which includes 0 graduation mark 701, towards 1 bearing mark of handle from 0 graduation mark 701
Towards 2 bearing mark of pedestal it is -50mm from 0 graduation mark 701 for 50mm, 0 graduation mark, 701 to three second ends of scale value 7
The distance for the triangular framing 2013 that point 2012 is formed is 500mm, and the handle 1 and connecting rod 6 are formed by reinforcement fabrication,
In use, being inserted to height bolt 4 is adjusted on the slab form for needing to pour, rotation adjusts 4 distance of height bolt
The height of template makes 0 graduation mark, 701 absolute altitude in connecting rod 6 add floor top mark high equal to 500mm, if 0 graduation mark 701 is marked
It is tall and big high plus floor top mark in 500mm, then it rotates and adjusts height bolt 4, reduce by 0 graduation mark 701, when pouring, concrete
Pour the level of the triangular framing 2013 formed to three the second endpoints 2012.
Embodiment 2
Difference lies in the positive three rhombohedreons frame 201 is formed the embodiment described 2 by six sections of reinforcement weldings with embodiment 1
And the long 150mm of every section of reinforcing bar, radius 3mm, the length of the adjusting height bolt 4 are 60mm, radius is 6 mm, scale value
The distance of triangular framing 2013 that 70 graduation mark, 701 to three the second endpoints 2012 are formed is 450mm.
In use, being inserted to height bolt 4 is adjusted on the slab form for needing to pour, rotation adjusts 4 distance of height bolt
The height of template makes 0 graduation mark, 701 absolute altitude in connecting rod 6 add floor top mark high equal to 500mm, if 0 graduation mark 701 is marked
It is tall and big high plus floor top mark in 450mm, then it rotates and adjusts height bolt 4, reduce by 0 graduation mark 701, when pouring, concrete
Pour the level of the triangular framing 2013 formed to three the second endpoints 2012.
Embodiment 3
Difference lies in the positive three rhombohedreons frame 201 is formed the embodiment described 1 by six sections of reinforcement weldings with embodiment 3
And the long 250mm of every section of reinforcing bar, radius 5mm, the length of the adjusting height bolt 4 are 250mm, radius is 8 mm, scale
The distance of triangular framing 2013 that 0 graduation mark, 701 to three the second endpoints 2012 of value 7 are formed is 600mm.
In use, being inserted to height bolt 4 is adjusted on the slab form for needing to pour, rotation adjusts 4 distance of height bolt
The height of template makes 0 graduation mark, 701 absolute altitude in connecting rod 6 add floor top mark high equal to 500mm, if 0 graduation mark 701 is marked
It is tall and big high plus floor top mark in 600mm, then it rotates and adjusts height bolt 4, reduce by 0 graduation mark 701, when pouring, concrete
Pour the level of the triangular framing 2013 formed to three the second endpoints 2012.
Claims (7)
1. a kind of cast-in-place concrete floor elevation control device, which is characterized in that including handle, handle connects bottom by connecting rod
Seat, pedestal include a positive three rhombohedreons frame, which includes a first end point and three the second endpoints, connecting rod
It is connect with first end point, the second endpoint connects the first nut respectively, and the adjusting height being used cooperatively with it is equipped in the first nut
Bolt adjusts and is also arranged the second nut in height bolt, and the second nut is located at the lower section of the first nut, adjusts the length of height bolt
It is parallel with the length direction of connecting rod to spend direction, three second end points form a triangular framing, adjust the length of height bolt
The connection parallel, adjacent with handle with the perpendicular bisector of first end point to the triangular framing of the length direction of degree direction and connecting rod
Bar one end is equipped with scale value.
2. according to a kind of cast-in-place concrete floor elevation control device described in claim 1, which is characterized in that the tune
It saves height bolt and welds wing nut towards one end of handle, the other end for adjusting height bolt is set as needle-shaped.
3. according to a kind of cast-in-place concrete floor elevation control device described in claim 2, which is characterized in that the quarter
The distance for the triangular framing that 0 graduation mark of angle value is formed to three second end points is 450mm-600mm.
4. according to a kind of cast-in-place concrete floor elevation control device described in claim 3, which is characterized in that the tune
The length for saving height bolt is 60-250mm, radius 6-8mm.
5. according to a kind of cast-in-place concrete floor elevation control device described in claim 4, which is characterized in that the handle
Hand and connecting rod are formed by reinforcement fabrication.
6. according to a kind of cast-in-place concrete floor elevation control device described in claim 5, which is characterized in that the bottom
Seat is formed by six sections of reinforcement weldings and every section of reinforcing bar long 150-250mm, radius 3-5mm.
7. according to a kind of cast-in-place concrete floor elevation control device described in claim 6, which is characterized in that the quarter
Angle value includes 0 graduation mark, towards handle direction labeled as 50mm from 0 graduation mark, towards pedestal bearing mark from 0 graduation mark
For -50mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721413458.5U CN207499463U (en) | 2017-10-30 | 2017-10-30 | A kind of cast-in-place concrete floor elevation control device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721413458.5U CN207499463U (en) | 2017-10-30 | 2017-10-30 | A kind of cast-in-place concrete floor elevation control device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207499463U true CN207499463U (en) | 2018-06-15 |
Family
ID=62501912
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721413458.5U Expired - Fee Related CN207499463U (en) | 2017-10-30 | 2017-10-30 | A kind of cast-in-place concrete floor elevation control device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207499463U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110439288A (en) * | 2019-08-30 | 2019-11-12 | 中冶建工集团有限公司 | A kind of cast-in-place concrete floor thickness absolute altitude control method |
-
2017
- 2017-10-30 CN CN201721413458.5U patent/CN207499463U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110439288A (en) * | 2019-08-30 | 2019-11-12 | 中冶建工集团有限公司 | A kind of cast-in-place concrete floor thickness absolute altitude control method |
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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 |
Granted publication date: 20180615 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |