CN209353727U - Cast-in-place structural floor strip thickness control tool and strip thickness control structure - Google Patents
Cast-in-place structural floor strip thickness control tool and strip thickness control structure Download PDFInfo
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- CN209353727U CN209353727U CN201821392156.9U CN201821392156U CN209353727U CN 209353727 U CN209353727 U CN 209353727U CN 201821392156 U CN201821392156 U CN 201821392156U CN 209353727 U CN209353727 U CN 209353727U
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- sleeve
- cast
- thickness control
- strip thickness
- template
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Abstract
The utility model provides a kind of cast-in-place structural floor strip thickness control tool and strip thickness control structure.The utility model cast-in-place structural floor strip thickness control tool includes that first end sets internal thread sleeve and the screw for the sleeve first end that is spirally connected, the outer surface of sleeve indicates the graduation mark along short transverse distribution, the first end of sleeve is the zero graduation line of graduation mark, and the height of sleeve is greater than the thickness of build floor to be poured.The utility model cast-in-place structural floor strip thickness control tool mainly uses screw shell and screw connection, and is fixed on slab form after different scales are arranged on the outside of sleeve.Firm principle is reinforced using screw thread, enables the tool secure placement in template, avoids generating displacement during casting concrete layer.Cast-in-place structural construction quality can not only be improved using the tool, control action is risen to slab thickness, and avoids in structure later period entity detection process that floor is secondary to punch, is effectively saved artificial and cost, and can be used in turn.
Description
Technical field
The utility model relates to the realm of building construction, and in particular to a kind of cast-in-place structural floor strip thickness control tool and plate thickness
Control structure.
Background technique
Currently, project under construction is increasingly stringent to main structure construction quality, the plate thickness and protective layer of concrete floorslab
Construction quality not only directly influence entity testing result, also can structure acceptance be passed through and is produced a very large impact.Often
It advises way to need after the completion of structure construction, entity detection work punches to floor before carrying out, and needs to expend at this time big
Working hour is measured, and cannot guarantee that whether slab thickness is up to standard.
Utility model content
In order to solve the technical problem that concrete floorslab thickness deviation is uncontrollable in work progress, avoid simultaneously
Later period entity detects secondary punch and causes to expend a large amount of working hours, and the utility model provides a kind of cast-in-place structural floor plate thickness control
Tool and strip thickness control structure processed.
The utility model cast-in-place structural floor strip thickness control tool, including first end set internal thread sleeve and for spiral shell
The screw of the sleeve first end is connect, the outer surface of the sleeve indicates the graduation mark along short transverse distribution, the sleeve
First end is the zero graduation line of the graduation mark, and the height of the sleeve is greater than the thickness of build floor to be poured.
The utility model cast-in-place structural floor strip thickness control tool mainly uses screw shell and screw connection, and in sleeve
Outside is fixed on slab form after different scales are arranged.Firm principle is reinforced using screw thread, enables the tool secure placement
In template, avoid generating displacement during casting concrete layer.Cast-in-place structural can not only be improved using the tool to apply
Working medium amount plays control action to slab thickness, and avoids in structure later period entity detection process that floor is secondary to punch, effectively
Artificial and cost has been saved, and can be used in turn.
The utility model cast-in-place structural floor strip thickness control tool further improvement lies in that, the sleeve be steel bushing.
The utility model also provides a kind of cast-in-place structural floor strip thickness control structure, comprising:
Template, the template offer through-hole；
Screw, the screw pass through the through-hole by the bottom surface of the template；
First end sets internal thread sleeve, and the first end of the sleeve is bolted in the screw and is resisted against the template
Top surface, the outer surface of the sleeve indicates the graduation mark along short transverse distribution, and the first end of the sleeve is the scale
The zero graduation line of line, the height of the sleeve are greater than the thickness of build floor to be poured.
The utility model cast-in-place structural floor strip thickness control structure further improvement lies in that, the template offers multiple
The through-hole is equipped with a screw in each through-hole, and each screw is bolted in the of a sleeve
One end.
The further improvement of the utility model cast-in-place structural floor strip thickness control structure is that the template is rectangular mold
Plate, the quantity of the through-hole are five, and five through-holes are located at the four corners at the middle part of the template, the template.
The further improvement of the utility model cast-in-place structural floor strip thickness control structure is that the sleeve is steel bushing
Cylinder.
Detailed description of the invention
Fig. 1 is the attachment structure schematic diagram of the utility model cast-in-place structural floor strip thickness control tool and template.
Fig. 2 is the distributing position schematic diagram of the through-hole of template in the utility model cast-in-place structural floor strip thickness control structure.
Specific embodiment
In order to solve the technical problem that concrete floorslab thickness deviation is uncontrollable in work progress, avoid simultaneously
Later period entity detects secondary punch and causes to expend a large amount of working hours, and the utility model provides a kind of cast-in-place structural floor plate thickness control
Tool and strip thickness control structure processed.
In the following with reference to the drawings and specific embodiments to the utility model cast-in-place structural floor strip thickness control tool and plate thickness control
Structure processed is described further.Those skilled in the art can understand easily the utility model by content disclosed by this specification
Other advantages and effect.
As shown in connection with fig. 1, the utility model cast-in-place structural floor strip thickness control tool includes that first end sets internal thread
Sleeve 20 and screw 10 for 20 first end of sleeve that is spirally connected, the outer surface of sleeve 20 indicate the graduation mark along short transverse distribution
21, the first end of sleeve 20 is the zero graduation line of graduation mark 21, and the height of sleeve 20 is greater than the thickness of build floor to be poured.
The utility model cast-in-place structural floor strip thickness control tool mainly uses screw shell 20 to connect with screw 10, and
It is fixed on slab form 30 after different scales are set on the outside of sleeve 20.Firm principle is reinforced using screw thread, enables the tool
Secure placement avoids generating displacement during casting concrete layer 40 in template 30.It can not only be mentioned using the tool
High cast-in-place structural construction quality plays control action to slab thickness, and avoids floor in structure later period entity detection process
It is secondary to punch, it is effectively saved artificial and cost, and can be used in turn.
The graduation mark 21 of 20 outer wall of sleeve can both show entire range, can also display portion range according to actual needs, only
, which accurately can show and measure slab thickness, both may be used.In the present embodiment, 20 outer wall of sleeve be equipped with 10cm, 11cm, 12cm,
13cm, 14cm, 15cm graduation mark, zero graduation line are not shown.
By taking plan pours the concrete layer of 10cm thickness as an example, in casting process, casting concrete is up to table on concrete layer
Face is concordant with sleeve 10cm graduation mark, i.e., explanation pours in place.The maintenance of concrete layer 40 is carried out after the completion of pouring, maintenance is completed
Screw and sleeve are taken out afterwards.Preferably, the diameter of sleeve 20 is 2cm.
Further, sleeve 20 is steel bushing, is equipped with supporting plate 11 (or gasket) between screw 10 and template 30, and screw 10 is worn
After crossing the screw hole of supporting plate 11, it is then passed through the through-hole 31 of template 30.
It is threadedly coupled between screw 10 and sleeve 20 in the utility model cast-in-place structural floor strip thickness control tool, screw
10, which pass through template 30, is firmly fixed at sleeve 20 in template 30, to ensure that position does not occur in the construction process for sleeve 20
It moves, improves pouring quality；After the completion of construction, screw 10 and sleeve 20 are dismountable, and no any structure is left in concrete layer
In 40, and it can be used in turn after removing；When late detection be not necessarily to separately aperture, using the utility model in concrete layer 40 shape
At hole can carry out plate thickness measurement, save artificial and cost；The utility model structure is simple, easy to install and use.
The utility model also provides a kind of cast-in-place structural floor strip thickness control structure, comprising:
Template 30, template 30 offer through-hole 31；
Screw 10, screw 10 pass through through-hole 31 by the bottom surface of template 30；
First end sets internal thread sleeve 20, and the first end of sleeve 20 is bolted in screw 10 and is resisted against the top of template 30
Face, the outer surface of sleeve 20 indicate the graduation mark 21 along short transverse distribution, and the first end of sleeve 20 is zero quarter of graduation mark 21
Line is spent, the height of sleeve 20 is greater than the thickness of build floor to be poured.
Further, template 30 offers multiple through-holes 31, and a screw 10, each screw are equipped in each through-hole 31
10 are bolted in the first end of a sleeve 20.
Further, template 30 is rectangle template 30, and the quantity of through-hole 31 is five, and five through-holes 31 are located at template
30 middle part, template 30 four corners.
Further, sleeve 20 is steel bushing.
The utility model cast-in-place structural floor strip thickness control structure in template 30 mainly by being arranged screw 10 and with quarter
The sleeve 20 of line 21 is spent, to control 40 thickness of floorslab concrete layer.
By taking rectangle template 30 as an example, the installation steps of the utility model cast-in-place structural floor strip thickness control structure are as follows: taking
If floor construction support for shuttering template 30；Open five through-holes 31 in template 30, five through-holes 31 be located at template 30 middle part,
The four corners of template 30；After the completion of the reinforcing of template 30, screw 10 is upward through through-hole 31 by 30 bottom surface of template, by sleeve
20 first ends are bolted in screw 10 and guarantee that 20 first end of sleeve is resisted against 30 top surface of template；Carry out structure review；Carry out coagulation
Soil layer 40 pours, and pours control foundation using 20 high scale line 21 of sleeve as plate thickness in casting process；Finally to concrete layer
40 pour release screw 10 after the completion, take out screw 10 and sleeve 20, are used in turn.Preferably, as shown in Fig. 2, five through-holes
31 position is respectively a bit in the middle part of plate, plate surrounding respectively away from 4 points at metope 300mm × 300mm, is conducive to late detection.
The utility model effectively solves in work progress concrete floorslab thickness deviation and is difficult to control and later period entity
Detection needs secondary the problems such as punching.
The utility model mainly uses screw shell 20 to connect with screw 10, and after different scales are arranged on the outside of sleeve 20
It reinforces in template 30.The detection for needing to carry out sampling observation floor 5 points in entity detection process, be respectively as follows: in the middle part of plate a bit,
Plate surrounding is away from taking at 4 points at metope 300mm × 300mm.Firm principle is reinforced using screw thread, will be put with graduated sleeve 20
It sets in cast-in-place structural side, is connect using screw 10 with sleeve 20 after the completion of position correction in 30 position of opening of template, it is fixed
Sleeve 20 simultaneously waits the acceptance of work.Screw is unclamped while removing board bottom template 30 after concreting is completed and reaches intensity
10, steel bushing is taken out, is recycled.The tool has the advantages of at low cost, can to have enough to meet the need utilization, avoids structural solid detection
Floor is secondary in the process punches.While whole raising cast-in-place structural construction quality, effectively save artificial and cost.
The above is only the preferred embodiment of the present utility model, not does limit in any form to the utility model
System, although the utility model has been disclosed with preferred embodiment as above, is not intended to limit the utility model, any to be familiar with sheet
Technical professional, in the range of not departing from technical solutions of the utility model, when the technology contents using the disclosure above
It makes a little change or is modified to the equivalent embodiment of equivalent variations, but is all without departing from technical solutions of the utility model
Hold, any simple modification, equivalent change and modification made by the above technical examples according to the technical essence of the present invention, still
It is within the scope of the technical solutions of the present invention.
It should be noted that this specification structure depicted in this specification institute accompanying drawings, ratio, size etc., only to cooperate
The bright revealed content of book is not intended to limit the utility model implementable so that those skilled in the art understands and reads
Qualifications, therefore do not have technical essential meaning, the modification of any structure, the change of proportionate relationship or the adjustment of size,
In the case where not influencing the effect of the utility model can be generated and the purpose that can reach, should all still fall in disclosed in the utility model
Technology contents obtain and can cover in the range of.
Claims (6)
1. a kind of cast-in-place structural floor strip thickness control tool, it is characterised in that: set internal thread sleeve and use including first end
In the screw for the sleeve first end that is spirally connected, the outer surface of the sleeve indicates the graduation mark along short transverse distribution, the set
The first end of cylinder is the zero graduation line of the graduation mark, and the height of the sleeve is greater than the thickness of build floor to be poured.
2. cast-in-place structural floor strip thickness control tool as described in claim 1, it is characterised in that: the sleeve is steel bushing.
3. a kind of cast-in-place structural floor strip thickness control structure characterized by comprising
Template, the template offer through-hole；
Screw, the screw pass through the through-hole by the bottom surface of the template；
First end sets internal thread sleeve, and the first end of the sleeve is bolted in the screw and is resisted against the top of the template
Face, the outer surface of the sleeve indicate the graduation mark along short transverse distribution, and the first end of the sleeve is the graduation mark
Zero graduation line, the height of the sleeve are greater than the thickness of build floor to be poured.
4. cast-in-place structural floor strip thickness control structure as claimed in claim 3, it is characterised in that:
The template offers multiple through-holes, and a screw, each screw are equipped in each through-hole
It is bolted in the first end of a sleeve.
5. cast-in-place structural floor strip thickness control structure as claimed in claim 4, it is characterised in that: the template is rectangular mold
Plate, the quantity of the through-hole are five, and five through-holes are located at the four corners at the middle part of the template, the template.
6. the cast-in-place structural floor strip thickness control structure as described in any one of claim 3 to 5, it is characterised in that: the set
Cylinder is steel bushing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821392156.9U CN209353727U (en) | 2018-08-28 | 2018-08-28 | Cast-in-place structural floor strip thickness control tool and strip thickness control structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821392156.9U CN209353727U (en) | 2018-08-28 | 2018-08-28 | Cast-in-place structural floor strip thickness control tool and strip thickness control structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209353727U true CN209353727U (en) | 2019-09-06 |
Family
ID=67780204
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821392156.9U Active CN209353727U (en) | 2018-08-28 | 2018-08-28 | Cast-in-place structural floor strip thickness control tool and strip thickness control structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209353727U (en) |
-
2018
- 2018-08-28 CN CN201821392156.9U patent/CN209353727U/en active Active
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