CN206319620U - A kind of floor concrete casting controls scale - Google Patents
A kind of floor concrete casting controls scale Download PDFInfo
- Publication number
- CN206319620U CN206319620U CN201621361279.7U CN201621361279U CN206319620U CN 206319620 U CN206319620 U CN 206319620U CN 201621361279 U CN201621361279 U CN 201621361279U CN 206319620 U CN206319620 U CN 206319620U
- Authority
- CN
- China
- Prior art keywords
- scale
- concrete casting
- grafting
- floor concrete
- connection corresponding
- 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
- 238000005266 casting Methods 0.000 title claims abstract description 18
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 27
- 239000010959 steel Substances 0.000 claims abstract description 27
- 239000000725 suspension Substances 0.000 claims description 12
- 210000004907 gland Anatomy 0.000 claims description 6
- 238000000034 method Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 238000004140 cleaning Methods 0.000 description 2
- 239000000835 fiber Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000005204 segregation Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
Scale is controlled the utility model discloses a kind of floor concrete casting, including scale, the bottom threaded connection corresponding with steel bushing of the scale, the bottom connection corresponding with steel plate of the steel bushing, bolt hole is provided with the middle part of the steel plate, graduation mark is correspondingly provided with the side of the scale.A kind of floor concrete casting control scale of the utility model is simple to operate, can during supporting module people's complete independently, during casting concrete, intuitively it can control to pour thickness by controlling the scale on scale very, without surveying setting-out.After finishing, scale portion can be directly screwed off, next place is recycled.
Description
Technical field
The utility model is related to construction field of tool, more particularly to a kind of floor concrete casting control scale.
Background technology
Concreting refers to concreting entering mould until the process of plasticizing.Should be by the rubbish in template before pouring
The eliminating impurities such as the greasy dirt on rubbish, soil, reinforcing bar are clean, and check whether the cement mortar bedding block of reinforcing bar, plastic cushion pad.
Such as moisten template using that should be watered during plank sheathing.The cleaning mouthful of post template should be re-closed after debris and ponding is removed.For
Make concrete-agitating uniform, be fitted into since whole mixs in mixing drum and play concrete untill discharging, concrete-agitating
Shortest time is 90 seconds.It must assure that concrete pump continuously works, and such as breaks down during pump concrete, idle hours is more than 45
There is segregation phenomenon in minute or concrete, should be immediately with the concrete of residual in press water or other method flush pipe.Pour mixed
Staged and layered is answered to be carried out continuously during solidifying soil, every layer pours height and should be determined according to design feature, reinforcing bar density degree, generic hierarchical
Highly it is 1.25 times of vibrator effect partial length, maximum is no more than 50 centimetres.In construction, floor concrete casting
When typically by template unwrapping wire, bracing wire control concreting thickness, preparation of construction process it is cumbersome, it is necessary to manpower compared with
Many, speed of application is slower.
Utility model content
In order to overcome defect of the prior art to control scale there is provided a kind of floor concrete casting.
The utility model is realized by following proposal:
A kind of floor concrete casting controls scale, including scale, and the bottom screw thread corresponding with steel bushing of the scale connects
Connect, the bottom connection corresponding with steel plate of the steel bushing is provided with bolt hole, in the side of the scale at the middle part of the steel plate
It is correspondingly provided with graduation mark.
The hand-held ring of annular shape is correspondingly provided with the top of the scale.
The hand-held ring connection corresponding with gland, gland connection corresponding with suspension line, on the suspension line
Have a connection-peg, the connection-peg includes grafting female and grafting male, the grafting female and grafting male respectively with suspension line
Correspondence connection, the grafting female connection corresponding with grafting male.
Air-bubble level is also correspondingly provided with the middle part of the scale.
The beneficial effects of the utility model are:
A kind of floor concrete casting control scale of the utility model is simple to operate, can be during supporting module
One people's complete independently, during casting concrete, intuitively can be controlled to pour very by controlling the scale on scale
Thickness, without surveying setting-out.After finishing, scale portion can be directly screwed off, next place is recycled.
Brief description of the drawings
Fig. 1 is the structural representation that a kind of floor concrete casting of the utility model controls scale;
In figure:1 is scale, and 2 be steel bushing, and 3 be steel plate, and 4 be bolt hole, and 5 be graduation mark, and 6 be hand-held ring, and 7 be fixation
Head, 8 be suspension line, and 9 be connection-peg, and 91 be grafting female, and 92 be grafting male, and 10 be air-bubble level.
Embodiment
The utility model is further illustrated with reference to Fig. 1 and specific embodiment:
A kind of floor concrete casting controls scale, including scale 1, bottom and the corresponding screw thread of steel bushing 2 of the scale 1
Connection, the bottom connection corresponding with steel plate 3 of the steel bushing 2, is provided with bolt hole 4, in the scale at the middle part of the steel plate 3
1 side is correspondingly provided with graduation mark 5.
The hand-held ring 6 of annular shape is correspondingly provided with the top of the scale 1.The hand-held ring 6 is corresponding with gland 7 to be connected
Connect, the connection corresponding with suspension line 8 of gland 7 has connection-peg 9, the connection-peg 9 includes grafting on the suspension line 8
Female 91 and grafting male 92, the grafting female 91 and grafting male 92 connection corresponding with suspension line 8 respectively, the grafting are female
First 91 connections corresponding with grafting male 92.Easily the utility model can be hung and be put by suspension line, in addition
It is convenient that the utility model is dismounted provided with the grafting female and grafting male that can be taken apart and close on suspension line.
Air-bubble level 10 is also correspondingly provided with the middle part of the scale 1.The principle of air-bubble level is existed using bubble
In glass tube, bubble can be always maintained at the characteristic of extreme higher position so that holding level of the present utility model, so that measurement is hung down
Straight height.
Making and use method of the present utility model is summarized as follows:
1st, steel plate is made, steel plate center is provided with bolt hole;
2nd, steel bushing is made, has mantle fiber in steel bushing in actual making, primarily to spiral shell corresponding with scale bottom
Line is connected, and fixed position is played when installing scale.Steel bushing is welded with steel plate.
3rd, scale is made, mantle fiber is arranged at scale bottom, is easy to screw in sleeve;Reference mark line is with outside scale, and (scale is from steel
Plate bottom surface starts to start at), it is easy to check control concreting thickness;Circular hand held in ring is arranged at scale top, is convenient for carrying.
After formwork erection is finished, in the surface area of poured build floor, determine five control points (each one at corner
It is individual, one, centre position), the bottom (steel plate and steel bushing) of scale will be controlled (not drawn in accompanying drawing by bolt passing through bolt hole
Go out) it is fixed in the template at control point, scale is screwed in, casting concrete vibrates to designed elevation, before concrete setting,
Next floorslab concrete is applicable to after back-out scale, progress cleaning treatment pours work.
Although having done more detailed elaboration to the technical solution of the utility model and having enumerated, it will be appreciated that for
For those skilled in the art, modification is made to above-described embodiment or equivalent alternative solution is used, this skill to this area
Be for art personnel it is clear that without departing from the utility model spirit on the basis of these modifications or improvements, belong to
The scope being claimed in the utility model.
Claims (4)
1. a kind of floor concrete casting controls scale, including scale (1), it is characterised in that:The bottom of the scale (1) and steel
Sleeve (2) correspondence is threadedly coupled, the bottom connection corresponding with steel plate (3) of the steel bushing (2), the middle part in the steel plate (3)
Provided with bolt hole (4), graduation mark (5) is correspondingly provided with the side of the scale (1).
2. a kind of floor concrete casting control scale according to claim 1, it is characterised in that:In the scale (1)
Top be correspondingly provided with annular shape hand-held ring (6).
3. a kind of floor concrete casting control scale according to claim 2, it is characterised in that:The hand-held ring (6)
Connection corresponding with gland (7), gland (7) connection corresponding with suspension line (8), has grafting on the suspension line (8)
Head (9), the connection-peg (9) includes grafting female (91) and grafting male (92), the grafting female (91) and grafting male
(92) connection corresponding with suspension line (8) respectively, grafting female (91) connection corresponding with grafting male (92).
4. a kind of floor concrete casting control scale according to claim 1, it is characterised in that:In the scale (1)
Middle part be also correspondingly provided with air-bubble level (10).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201621361279.7U CN206319620U (en) | 2016-12-07 | 2016-12-07 | A kind of floor concrete casting controls scale |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201621361279.7U CN206319620U (en) | 2016-12-07 | 2016-12-07 | A kind of floor concrete casting controls scale |
Publications (1)
Publication Number | Publication Date |
---|---|
CN206319620U true CN206319620U (en) | 2017-07-11 |
Family
ID=59267840
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201621361279.7U Expired - Fee Related CN206319620U (en) | 2016-12-07 | 2016-12-07 | A kind of floor concrete casting controls scale |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN206319620U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108915269A (en) * | 2018-06-29 | 2018-11-30 | 中国冶集团有限公司 | Concrete thickness control and leveling unit and method |
CN110056190A (en) * | 2019-04-28 | 2019-07-26 | 中建四局第三建筑工程有限公司 | A kind of two-part slab thickness control sealing up screw |
CN111485722A (en) * | 2020-05-27 | 2020-08-04 | 中建四局第六建筑工程有限公司 | A portable floor thickness control device |
-
2016
- 2016-12-07 CN CN201621361279.7U patent/CN206319620U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108915269A (en) * | 2018-06-29 | 2018-11-30 | 中国冶集团有限公司 | Concrete thickness control and leveling unit and method |
CN110056190A (en) * | 2019-04-28 | 2019-07-26 | 中建四局第三建筑工程有限公司 | A kind of two-part slab thickness control sealing up screw |
CN111485722A (en) * | 2020-05-27 | 2020-08-04 | 中建四局第六建筑工程有限公司 | A portable floor thickness control device |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103015717B (en) | Rear superelevation steel pipe column outsourcing Construction technology of fair-faced concrete closed by a kind of floor | |
CN104895092B (en) | The method that a kind of interim lattice column of inner support is used as permanent structure post | |
CN105239725A (en) | Construction method and construction template for ultrahigh oblique concrete column | |
CN102003069A (en) | Construction method and pouring device for framework masonry infill wall structure | |
CN206319620U (en) | A kind of floor concrete casting controls scale | |
CN103774561B (en) | The job execution of speedway prefabricated small box girder frock method streamlined | |
CN105839850A (en) | Basement reverse-construction scape post-casting pre-stressed construction method | |
CN206267422U (en) | A kind of assembly concrete superposed column | |
CN105275209A (en) | Special-shaped spatial curved surface water concrete construction method | |
CN208280003U (en) | A kind of bridge pier over-form construction system | |
CN101487293A (en) | Concrete pouring method for beam-column joints with different strength grades | |
CN206971732U (en) | A kind of doubly-linked beam forms pouring structure | |
CN106906841A (en) | One kind is used for lateral wall form bracing system construction | |
CN108487630A (en) | Coagulation earth steps platform prefabrication and assembly construction construction method | |
CN106284980A (en) | A kind of residential building shear wall structure deformation joint wall form manufacture method | |
CN206015861U (en) | The cast-in-place core body of light block wall | |
CN110905113A (en) | Construction method of large-span concrete dome structure | |
CN112049413B (en) | Precast concrete sill table and construction method thereof | |
CN104594633B (en) | The construction method and its formwork structure of umbrella shape space curved surface clear-water concrete | |
CN108755972A (en) | Prefabricated component feet and its application method | |
CN108457190A (en) | Anchor ceiling board construction method before anchorage | |
CN108035548A (en) | The closed template construction method of cast-in-place concrete stair | |
CN104846745B (en) | Urban high-pier support-free formwork turnover construction method | |
CN213952981U (en) | Steel pipe supporting base of stair platform | |
CN109750832A (en) | A kind of construction method of constructional column concrete self-compaction |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170711 Termination date: 20171207 |