CN108952175A - A kind of Height marker improving the smooth thickness construction first-time qualification rate of cast-in-situ floor - Google Patents
A kind of Height marker improving the smooth thickness construction first-time qualification rate of cast-in-situ floor Download PDFInfo
- Publication number
- CN108952175A CN108952175A CN201710362301.2A CN201710362301A CN108952175A CN 108952175 A CN108952175 A CN 108952175A CN 201710362301 A CN201710362301 A CN 201710362301A CN 108952175 A CN108952175 A CN 108952175A
- Authority
- CN
- China
- Prior art keywords
- cast
- situ floor
- socket
- concrete column
- qualification rate
- 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
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
- E04G21/10—Devices for levelling, e.g. templates or boards
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
A kind of Height marker improving cast-in-situ floor smooth thickness construction first-time qualification rate, including socket, socket height and cast-in-situ floor smooth consistency of thickness have poured concrete column in socket, and iron nail is inserted into concrete column one end；The concrete column is fixed in template by iron nail and is arranged at a certain distance.A kind of Height marker improving the smooth thickness construction first-time qualification rate of cast-in-situ floor provided by the invention can disposably complete flooring and pour task, reduce the levelling extension construction period repeatedly by the way that the concrete column of specified altitude is arranged.
Description
Technical field
The present invention relates to Architectural Equipment, especially a kind of absolute altitude for improving the smooth thickness construction first-time qualification rate of cast-in-situ floor
Device.
Background technique
In the smooth thickness work progress of cast-in-situ floor, in order to guarantee flatness, level measuring instrument is originally generally used
Device measures label, and surrounding is controlled further according to the height of formwork erection.Since measurement can have error, work as construction area
When larger, error can be accumulated, and cause the cast-in-place plate flatness of large area and thickness that cannot control very well, need to flatten repeatedly,
Inefficiency, and flatness is low, can not disposably complete.
Summary of the invention
Technical problem to be solved by the invention is to provide a kind of smooth thickness construction first-time qualification rates of raising cast-in-situ floor
Label mould, the cast-in-place plate flatness and thickness of large area can be well controlled, and make the thickness and flatness of cast-in-situ floor
It can be controlled, disposable flooring of completing pours task, reduces the levelling extension construction period repeatedly.
In order to solve the above technical problems, the technical scheme adopted by the invention is that:
A kind of Height marker improving the smooth thickness construction first-time qualification rate of cast-in-situ floor, including socket, socket height and cast-in-place building
The smooth consistency of thickness of plate, concrete column has been poured in socket, and iron nail is inserted into concrete column one end；The concrete column passes through iron nail
It is fixed in template and is arranged at a certain distance.
The socket is the pvc pipe that one end is cut, and is connected with binding strap or iron wire on pvc pipe.
The socket is that left half and right half are formed by connecting, and left half and right half is locked by binding strap or iron wire.
All around spacing is about 3m*3m to the concrete column, is distributed as net shape.
The concrete column intensity is than using the high grade of the concrete design strength in cast-in-situ floor.
A kind of Height marker for improving the smooth thickness construction first-time qualification rate of cast-in-situ floor of the present invention, has following technology effect
Fruit:
1) it, carries out determining pouring for high concrete column by socket, be fixed in template after molding as Height marker.Since socket can
There is special equipment to carry out isometric cutting, therefore the concrete column for pouring acquisition is standard size, it is both simple as Height marker
It will not make a fault, guarantee that thickness and flatness reach specification, disposable flooring of completing pours task, reduces repeatedly levelling
Extend the construction period.
2) it, by being arranged using concrete column as Height marker, for other opposite Height markers, can directly be poured, after
Phase is without dismounting and concrete perfusion, equally saving process.
Detailed description of the invention
Present invention will be further explained below with reference to the attached drawings and examples:
Fig. 1 is schematic diagram of the invention.
Fig. 2 is the arrangement schematic diagram of the present invention at the construction field (site).
Fig. 3 is the schematic diagram of socket in the present invention.
In figure: socket 1, concrete column 2, iron nail 3.
Specific embodiment
As shown in Figs. 1-2, a kind of Height marker improving the smooth thickness construction first-time qualification rate of cast-in-situ floor, including socket 1,
1 upper and lower opening of socket.1 height of socket and cast-in-situ floor smooth consistency of thickness have poured concrete column 2, concrete column in socket 1
Iron nail 3 is inserted into 2 one end；The concrete column 2 is fixed in template and is arranged at a certain distance by iron nail 3.Before use,
Fixed length pvc pipe is cut according to the smooth thickness of cast-in-situ floor in advance, pvc pipe diameter is 50mm.If preparing again, binding strap is several, iron nail
It is dry, brushing release agent, casting concrete clout.Pvc pipe is arranged closely on timber apron vertically, timber apron surrounding is fixed with baffle
Position.Concrete is poured into pvc pipe, is inserted into iron nail, iron nail tip is outwardly.After concrete initial set, with blade by pvc pipe
It is vertical to cut, it will take out to obtain multiple finished products through concrete column after molding.After the intensity of concrete column reaches requirement
It can use upstairs.It will be with that end of nail nail in template.Spacing according to the actual situation according to 3m*3m it is latticed into
Row adjustment.Period sprinkling maintenance.For level label relatively traditional in this way, the accuracy greatly improved cooperates flooring mark
Height has very significant effect for slab thickness and flatness.
It after pvc pipe blade cut, is bound with binding strap or iron wire, brushing release agent can recycle.
3 kinds of forms can be used in the socket 1, and a kind of pvc pipe for entirety cuts for left half and right after a single use
Half, left half and right half is locked by binding strap or iron wire, is then reused.
Another socket 1 includes left half and half right, and left half and right half binding face, which are coated with, to attract each other
Magnet layer.
A kind of last socket 1 includes inner sleeve and outer tube, wherein is equipped with from top to bottom on inner sleeve multiple symmetrical
Groove, outer tube top are correspondingly provided with the steel ball with spring, and steel ball and groove fasten.Since the smooth thickness of cast-in-situ floor is with several
Therefore a standard value can adjust different high standards by inner sleeve, outer tube lifting moving.
Since the concrete column 2 is poured using the complete rear remaining clout of each concreting in construction site, coagulation
Earth pillar intensity is than using the high grade of the concrete design strength in cast-in-situ floor.It not only can reach the mesh rationally utilized in this way
, simultaneously, it is ensured that the integral strength of cast-in-situ floor is met the requirements.
Claims (5)
1. a kind of Height marker for improving cast-in-situ floor smooth thickness construction first-time qualification rate, it is characterised in that: including socket (1),
Socket (1) is highly with the smooth consistency of thickness of cast-in-situ floor, and socket (1) is interior have been poured concrete column (2), concrete column (2) one end
It is inserted into iron nail (3)；The concrete column (2) is fixed in template and is arranged at a certain distance by iron nail (3).
2. a kind of Height marker for improving the smooth thickness construction first-time qualification rate of cast-in-situ floor according to claim 1, special
Sign is: the socket (1) is the pvc pipe that one end is cut, and is connected with binding strap or iron wire on pvc pipe.
3. a kind of Height marker for improving the smooth thickness construction first-time qualification rate of cast-in-situ floor according to claim 1, special
Sign is: the socket (1) is that left half and right half are formed by connecting, and left half and right half passes through binding strap or iron wire sleeve
Tightly.
4. a kind of Height marker for improving the smooth thickness construction first-time qualification rate of cast-in-situ floor according to claim 1, special
Sign is: all around spacing is about 3m*3m to the concrete column (2), is distributed as net shape.
5. a kind of Height marker for improving the smooth thickness construction first-time qualification rate of cast-in-situ floor according to claim 1, special
Sign is: concrete column (2) intensity is than using the high grade of the concrete design strength in cast-in-situ floor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710362301.2A CN108952175A (en) | 2017-05-22 | 2017-05-22 | A kind of Height marker improving the smooth thickness construction first-time qualification rate of cast-in-situ floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710362301.2A CN108952175A (en) | 2017-05-22 | 2017-05-22 | A kind of Height marker improving the smooth thickness construction first-time qualification rate of cast-in-situ floor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108952175A true CN108952175A (en) | 2018-12-07 |
Family
ID=64462985
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710362301.2A Pending CN108952175A (en) | 2017-05-22 | 2017-05-22 | A kind of Height marker improving the smooth thickness construction first-time qualification rate of cast-in-situ floor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108952175A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110206322A (en) * | 2019-06-11 | 2019-09-06 | 中国十七冶集团有限公司 | A kind of device and its application method controlling cast-in-place concrete floor thickness |
-
2017
- 2017-05-22 CN CN201710362301.2A patent/CN108952175A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110206322A (en) * | 2019-06-11 | 2019-09-06 | 中国十七冶集团有限公司 | A kind of device and its application method controlling cast-in-place concrete floor thickness |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20181207 |