CN208803720U - Cast-in-situ floor gage controller - Google Patents
Cast-in-situ floor gage controller Download PDFInfo
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- CN208803720U CN208803720U CN201821524028.5U CN201821524028U CN208803720U CN 208803720 U CN208803720 U CN 208803720U CN 201821524028 U CN201821524028 U CN 201821524028U CN 208803720 U CN208803720 U CN 208803720U
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- hollow sleeve
- sleeve
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- side wall
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Abstract
The utility model discloses cast-in-situ floor gage controllers, hollow sleeve, solid tubes, convergence body and concrete floor module including being equipped with opening up and down, the solid tubes are set in hollow sleeve, hollow sleeve screw thread on the side wall of upper end is socketed with mobile measurement mechanism, the side wall of the hollow sleeve is equipped with external screw thread, the lower end of the hollow sleeve is fixedly connected with convergence body, and the hollow sleeve is fixed on concrete floor module by convergence body.The utility model structure is simple, easy to operate, the height that can measure plate according to the preset thickness of cast-in-situ floor and to the annular measured in mobile mechanism is adjusted, and meets the concrete floor slab placement of different-thickness, strong flexibility, and it is convenient for detection of later period when detecting to entity to slab thickness after the completion of pouring.
Description
Technical field
The utility model relates to building appliance technical field more particularly to cast-in-situ floor gage controllers.
Background technique
With the development of society and being constantly progressive for construction industry, the precision of scantling is wanted during construction
It asks and constantly reinforces in construction projects, such as the control problem for pouring thickness of floor.
In the prior art, the thickness of cast-in-place concrete floor is all often by copying absolute altitude on edges of boards side form or column joint bar
White line control is drawn, the mode of operation of this artificial bracing wire needs worker constantly to carry out thickness with dipstick metering during casting concrete
Degree measurement, cumbersome, error is also larger, especially Large-span girder and floor structure construction when, nothing is caused due to the arch camber of beam center
Farad line traffic control concrete thickness, causes pouring for floor in uneven thickness；And in the prior art, after the completion of concrete floor slab placement not
The easy later period measures entity slab thickness.
For this purpose, that we have proposed a kind of cast-in-situ floor gage controllers is inconvenient to pouring build floor thickness in the prior art to solve
The problem of degree is controlled.
Utility model content
Purpose of the utility model is to solve disadvantages existing in the prior art, and the cast-in-situ floor thickness control proposed
Device processed.
To achieve the goals above, the utility model adopts the technical scheme that
Cast-in-situ floor gage controller, hollow sleeve, solid tubes, convergence body and coagulation including being equipped with opening up and down
Native slab form, the solid tubes are set in hollow sleeve, and hollow sleeve screw thread on the side wall of upper end is socketed with
Mobile to measure mechanism, the side wall of the hollow sleeve is equipped with external screw thread, and the lower end of the hollow sleeve is fixedly connected with linking
Body, the hollow sleeve are fixed on concrete floor module by convergence body.
Preferably, the mobile mechanism of measuring includes the threaded sleeve that screw thread is socketed on hollow sleeve side wall, the spiral shell
Line casing fixing sleeve on the side wall of lower end is connected to annular and measures plate.
Preferably, fixing sleeve is connected to rotation and emits on the close upper end side wall of the threaded sleeve, and the rotation, which emits, to be run through
Empty set pipe, and the inner wall that rotation emits is flexibly connected with hollow sleeve.
Preferably, the inside of the convergence body is equipped with the hollow groove that matches with hollow sleeve, under the hollow sleeve
End is fixedly connected by hollow groove with convergence body, and the lower end of hollow sleeve and the interior bottom of hollow groove are flush.
Preferably, the upper end two sides of the convergence body are equipped with lock-screw, and convergence body passes through lock-screw and coagulation
The upper end side wall of native slab form is fixedly connected.
Preferably, the inside of the hollow sleeve is equipped with the through hole to match with solid tubes, and the solid tubes are by passing through
Perforation and hollow sleeve pivot bush unit, and the lower end of solid tubes and the interior bottom of through hole are flush.
The utility model compared with prior art, has the beneficial effect that
1, cast-in-place to control by measuring annular measurement the distance between plate and concrete floor module in mobile mechanism
The thickness of floor carries out each point measurement without manually bracing wire, save a large amount of labours, and floor pours consistency of thickness,
Improve pouring quality；
2, by the screw thread socket measurement mobile mechanism on the side wall of hollow sleeve, according to the slab thickness of setting to measurement
Mobile mechanism is adjusted, thus to measure mobile mechanism on annular measure the distance between plate and concrete floor module into
Row is adjusted, and the convenient concrete floor slab placement to different-thickness requires to control；
3, by hollow sleeve internal reservation through hole, and the interior bottom of through hole and the upper end of concrete floor module
Face flushes, to facilitate detection of later period when will pass through the depth in hole as entity detection to slab thickness.
Detailed description of the invention
Fig. 1 be the utility model proposes cast-in-situ floor gage controller structural schematic diagram；
Fig. 2 be the utility model proposes cast-in-situ floor gage controller cross-sectional view；
Fig. 3 be the utility model proposes cast-in-situ floor gage controller convergence body at cross-sectional view；
Fig. 4 be the utility model proposes cast-in-situ floor gage controller hollow sleeve and solid tubes junction structure
Schematic diagram.
In figure: 1 hollow sleeve, 2 solid tubes, 3 convergence bodies, 4 threaded sleeves, 5 rotations emit, 6 annulars measure plate, 7 concrete
Slab form, 8 lock-screws, 9 hollow grooves, 10 through holes.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.
Referring to Fig.1-4, cast-in-situ floor gage controller, hollow sleeve 1, solid tubes 2, rank including being equipped with opening up and down
Junctor 3 and concrete floor module 7, solid tubes 2 are set in hollow sleeve 1, and the inside of hollow sleeve 1 is equipped with and solid tubes
2 through holes 10 to match, solid tubes 2 by through hole 10 and 1 pivot bush unit of hollow sleeve, and the lower end of solid tubes 2 with pass through
The interior bottom of perforation 10 is flush, and reserved through hole 10 can be used as detection when entity detects to slab thickness, through hole 10
Depth be floor thickness, in through hole 10 be socketed solid tubes 2, avoid the concrete in casting process from falling into through hole
In 10, avoid influencing measurement result.
The screw thread on the side wall of upper end of hollow sleeve 1 is socketed with mobile measurement mechanism, and the side wall of hollow sleeve 1 is equipped with
External screw thread, specifically, mobile mechanism of measuring includes the threaded sleeve 4 that screw thread is socketed on 1 side wall of hollow sleeve, threaded sleeve 4
Fixing sleeve is connected to annular and measures plate 6 on the side wall of lower end, and threaded sleeve 4 and hollow sleeve 1 are arranged to screw thread socket, rotation
Turn threaded sleeve 4, the annular on its side wall just can be driven to measure plate 6 by threaded sleeve 4 and moved in the vertical direction, from
And the distance between plate 6 and the concrete floor module 7 of its lower end are measured to annular and are adjusted, threaded sleeve 4 it is close upper
Fixing sleeve is connected to rotation and emits 5 on the wall of end side, and rotation emits 5 through hollow sleeve 1, and rotation emits 51 activity of inner wall and hollow sleeve
Connection, rotation emit 5 and rotate convenient for operator to threaded sleeve 4, while rotation emits the 5 lateral wall activities with hollow sleeve 1
Connection has certain frictional force, to play certain influence to rotation dynamics, improves running accuracy, so realize coagulation
The precision that native slab form 7 and annular measure distance between plate 6 is adjusted.
The lower end of hollow sleeve 1 is fixedly connected with convergence body 3, and hollow sleeve 1 is fixed on concrete floor by convergence body 3
Template 7, the inside of convergence body 3 are equipped with the hollow groove 9 to match with hollow sleeve 1, and the lower end of hollow sleeve 1 passes through hollow groove 9
It is fixedly connected with convergence body 3, and the lower end of hollow sleeve 1 and the interior bottom of hollow groove 9 are flush, the setting of convergence body 3, a side
Face is convenient for being fixed hollow sleeve 1, on the other hand convenient for the upper end of the lower end of hollow sleeve 1 and concrete floor module 7
Face is flush, it is ensured that 10 depth of through hole inside hollow sleeve 1 is used as when entity detects to the accurate of the detection of slab thickness
Property, the upper end two sides of convergence body 3 are equipped with lock-screw 8, and convergence body 3 passes through lock-screw 8 and concrete floor module 7
Upper end side wall is fixedly connected.
In the utility model, when carrying out pouring concrete floor slab placement, using concrete floor module 7 as bottom is poured, with annular
The bottom surface of plate 6 is measured as top surface is poured, hollow sleeve 1 is fixedly attached in the hollow groove 9 in convergence body 3, and will linking
Body 3 is fixedly connected by lock-screw 8 with the upper end side wall of concrete floor module 7, and predetermined according to practical floor pours thickness
It spends the height for measuring plate 6 to annular to be adjusted, rotation rotation emits 5, and rotation emits 5 drive threaded sleeves 4 and rotated, due to spiral shell
The inner wall of line casing 4 is connect with the sidewall thread of hollow sleeve 1, so as to drive annular measure plate 6 in the vertical direction into
Row movement, to realize pouring for different-thickness floor according to annular measurement the distance between plate 6 and concrete floor module 7 is adjusted
Build requirement.
Solid tubes 2 are arranged in through hole 10 inside hollow sleeve 1, avoid causes concrete to fall into when pouring passes through
In perforation 10, after the completion of pouring work, 5 are emitted by rotating rotation, threaded sleeve 4 is measured into plate 6 from hollow sleeve together with annular
It being disassembled on pipe 1, and extracts solid tubes 2 out, the hollow sleeve 1 for facing to be higher by the face of pouring further along concrete floor slab placement is cut,
The hollow sleeve 1 stayed in pouring layer can facilitate the later period to measure the thickness of concrete floor slab placement layer, by measuring hollow sleeve 1
The depth of interior through hole 10.
The preferable specific embodiment of the above, only the utility model, but the protection scope of the utility model is not
It is confined to this, anyone skilled in the art is within the technical scope disclosed by the utility model, practical according to this
Novel technical solution and its utility model design are subject to equivalent substitution or change, should all cover the protection model in the utility model
Within enclosing.
Claims (6)
1. cast-in-situ floor gage controller, hollow sleeve (1), solid tubes (2), convergence body (3) including being equipped with opening up and down
And concrete floor module (7), which is characterized in that the solid tubes (2) are set in hollow sleeve (1), the hollow sleeve
Pipe (1) screw thread on the side wall of upper end is socketed with mobile measurement mechanism, and the side wall of the hollow sleeve (1) is equipped with outer spiral shell
The lower end of line, the hollow sleeve (1) is fixedly connected with convergence body (3), and the hollow sleeve (1) is fixed by convergence body (3)
In concrete floor module (7).
2. cast-in-situ floor gage controller according to claim 1, which is characterized in that the mobile mechanism of measuring includes spiral shell
Line is socketed in the threaded sleeve (4) on hollow sleeve (1) side wall, the threaded sleeve (4) fixing sleeve on the side wall of lower end
It is connected to annular and measures plate (6).
3. cast-in-situ floor gage controller according to claim 2, which is characterized in that the threaded sleeve (4) it is close
Fixing sleeve is connected to rotation and emits (5) on the side wall of upper end, and the rotation emits (5) through hollow sleeve (1), and rotation emits the inner wall of (5)
It is flexibly connected with hollow sleeve (1).
4. cast-in-situ floor gage controller according to claim 1, which is characterized in that the inside of the convergence body (3) is set
There is the hollow groove (9) to match with hollow sleeve (1), the lower end of the hollow sleeve (1) passes through hollow groove (9) and convergence body
(3) it is fixedly connected, and the lower end of hollow sleeve (1) and the interior bottom of hollow groove (9) are flush.
5. cast-in-situ floor gage controller according to claim 4, which is characterized in that the upper end two of the convergence body (3)
Side is equipped with lock-screw (8), and convergence body (3) is solid by the upper end side wall of lock-screw (8) and concrete floor module (7)
Fixed connection.
6. cast-in-situ floor gage controller according to claim 1, which is characterized in that the inside of the hollow sleeve (1)
Equipped with the through hole (10) to match with solid tubes (2), the solid tubes (2) are living by through hole (10) and hollow sleeve (1)
Dynamic socket, and the lower end of solid tubes (2) and the interior bottom of through hole (10) are flush.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821524028.5U CN208803720U (en) | 2018-09-18 | 2018-09-18 | Cast-in-situ floor gage controller |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821524028.5U CN208803720U (en) | 2018-09-18 | 2018-09-18 | Cast-in-situ floor gage controller |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208803720U true CN208803720U (en) | 2019-04-30 |
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ID=66238187
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821524028.5U Active CN208803720U (en) | 2018-09-18 | 2018-09-18 | Cast-in-situ floor gage controller |
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| CN (1) | CN208803720U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110984584A (en) * | 2019-12-11 | 2020-04-10 | 中建三局第二建设工程有限责任公司 | Prefabricated part |
| CN114856205A (en) * | 2022-05-20 | 2022-08-05 | 中国五冶集团有限公司 | Floor thickness control device and control method |
-
2018
- 2018-09-18 CN CN201821524028.5U patent/CN208803720U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110984584A (en) * | 2019-12-11 | 2020-04-10 | 中建三局第二建设工程有限责任公司 | Prefabricated part |
| CN114856205A (en) * | 2022-05-20 | 2022-08-05 | 中国五冶集团有限公司 | Floor thickness control device and control method |
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