CN205088965U - Can dismantle floor gauge control instrument - Google Patents
Can dismantle floor gauge control instrument Download PDFInfo
- Publication number
- CN205088965U CN205088965U CN201520771862.4U CN201520771862U CN205088965U CN 205088965 U CN205088965 U CN 205088965U CN 201520771862 U CN201520771862 U CN 201520771862U CN 205088965 U CN205088965 U CN 205088965U
- Authority
- CN
- China
- Prior art keywords
- screw rod
- template
- floor
- cast
- top board
- 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
Abstract
The utility model provides a can dismantle floor gauge control instrument, including screw rod, nut, roof and sleeve, the screw rod supplies to wear to locate perpendicularly in the cast -in -place template of building the floor and length is greater than the cast -in -place building plate thickness of building, and the nut spiral shell fits in order to fasten the screw rod in the template on the screw rod, and the roof level sets up in the top of screw rod, and the cover barrel casing is located by on the screw rod between roof to the template. The utility model provides a problem of accurate control concrete floor thickness to the further construction quality who improves existing concreting floor.
Description
Technical field
The utility model is specifically related to a kind of detachable slab thickness control tool.
Background technology
At present, often occur that the thickness of floor does not meet the problem of construction requirement in cast-in-place concrete floor construction, and then have a strong impact on bearing capacity and the safety in utilization of floor.
The way of existing conventional control slab thickness has: on wall column reinforcing bar, mark control line be coated with red paint, PVC plastic pipe absolute altitude control lever, cover beam/plate surfacing steel bar etc.But the quality of these ways is often all subject to the impact of practice of construction operation, its randomness is comparatively strong, controls difficulty higher, also just cannot ensure that the thickness of floor and planeness reach higher construction control precision, thus, often not meet modern construction requirement.
Utility model content
For overcoming the defect existing for prior art, a kind of detachable slab thickness control tool being now provided, to solve the problem accurately controlling thickness of concrete floor, and improving cast-in-place construction quality of building concrete floor further.
For achieving the above object, a kind of detachable slab thickness control tool is provided, comprise screw rod, nut, top board and sleeve, screw rod is in the template being vertically arranged in cast-in-place build floor and length is greater than the thickness of cast-in-place build floor, nut is screwed together on screw rod to be anchored in template by screw rod, top board is horizontally placed on the top of screw rod, jacket casing to be located at by top board to template between screw rod on.
The beneficial effect of the detachable slab thickness control tool of the utility model is,
In the mode screwed togather, screw rod is arranged in template, by the spacing between this screw rod accurate controlroof to template, and this top board is built benchmark as cast-in-place build floor upper surface, and then accurately control the thickness of cast-in-place build floor, treat that concrete floor slab placement completes, conveniently remove screw rod and top board by arranging of sleeve.
Preferably, top board is square steel plate and is fixedly arranged on the top of screw rod.
Preferably, nut is anchored on the bottom surface of template.
Preferably, sleeve be PVC sleeve pipe and two ends respectively tight abutment in top board and template.
Preferably, the length of screw rod is greater than more than the thickness 100mm of cast-in-place build floor.
Accompanying drawing explanation
Fig. 1 is the schematic diagram of the detachable slab thickness control tool of the utility model.
Detailed description of the invention
For the benefit of to the understanding of structure of the present utility model, be described below in conjunction with drawings and Examples.
With reference to Fig. 1, it is the schematic diagram of the detachable slab thickness control tool of the utility model.As shown in Figure 1, the utility model provides a kind of detachable slab thickness control tool, comprise screw rod 3, nut 4, top board 5 and sleeve 6, wherein, screw rod 3 is in the template 2 being vertically arranged in cast-in-place build floor 1 and length is greater than the thickness of cast-in-place build floor 1, nut 4 is screwed together on screw rod 3 to be anchored in template 2 by screw rod 3, the top that top board 5 is horizontally placed on screw rod 3 to build benchmark as described cast-in-place build floor 1 upper surface, on the screw rod 3 between sleeve 6 is sheathed on by top board 5 to template 2.
Comparatively preferably, top board 5 is square steel plate and is fixedly arranged on the top of screw rod 3.Nut 4 is anchored on the bottom surface of template 2.Sleeve 6 is PVC sleeve pipe and tight abutment is distinguished in top board 5 and template 2 in two ends.The length of screw rod 3 is greater than more than the thickness 100mm of cast-in-place build floor 1.
After having said structure feature, the utility model can by following implementation Process:
A. at the construction field (site), old φ 8 screw rod 3 and nut 4 supporting with it can be selected;
B. the top vertical welding one piece of 2.5mm in screw rod 3 is thick, the square steel plate of 50mm × 50mm length and width, using as above-mentioned top board 5;
C. hole in the template 2 of cast-in-place build floor 1, and vertically place a PVC sleeve pipe at the bore position of template 2, using as above-mentioned sleeve 6, wherein, the length of sleeve 6 is determined according to the thickness of actual concrete floor, and the length of sleeve 6 is equal to or slightly less than the thickness of concrete floor substantially;
D. aimed at by screw rod 3 and hole and pass perpendicularly through template 2 until the top board 5 on screw rod 3 top is tightly resisted against the top of PVC sleeve pipe, now, the other end of screw rod 3 stretches out template 2 more than more than 100mm;
That one end of e. stretching out template 2 by screw rod 3 screws togather a nut 4 until this nut 4 is tightened against the bottom surface of template 2, and then by the fixation of whole THICKNESS CONTROL instrument;
F. concreting in template 2, until concrete upper surface flushes and then begin to take shape floor 1 with top board 5, then carries out levelling work with floating rule to concrete upper surface, afterwards, treats concrete setting;
G. when the intensity of concrete floor 1 reaches more than 1.2Mpa, remove the related accessory of the control tools such as screw rod 3, nut 4 and PVC sleeve pipe, and the hole formed after being removed by PVC sleeve pipe is cleaned out, finally use this hole of concrete shutoff, with this, complete all construction sequences, high accuracy is realized to the thickness of concrete floor and controls.
After completing above-mentioned implementation process, following characteristics of the present utility model should be able to be embodied:
Structure is simple, with low cost, constructs convenient, detachable recycling and thickness control accuracy is higher, and each component can be drawn materials everywhere, and past heritage utilize, environmental protection.
Below embodiment has been described in detail the utility model by reference to the accompanying drawings, and those skilled in the art can make many variations example to the utility model according to the above description.Thus, some details in embodiment should not formed restriction of the present utility model, the utility model by the scope that defines using appended claims as protection domain.
Claims (5)
1. a detachable slab thickness control tool, it is characterized in that, comprise screw rod, nut, top board and sleeve, described screw rod is in the template being vertically arranged in cast-in-place build floor and length is greater than the thickness of described cast-in-place build floor, described nut is screwed together on described screw rod to be anchored in described template by described screw rod, described top board is horizontally placed on the top of described screw rod, and described jacket casing is located at by described top board on the described screw rod between described template.
2. detachable slab thickness control tool according to claim 1, is characterized in that,
Described top board is square steel plate and is fixedly arranged on the top of described screw rod.
3. detachable slab thickness control tool according to claim 2, is characterized in that,
Described nut is anchored on the bottom surface of described template.
4. detachable slab thickness control tool according to claim 3, is characterized in that,
Described sleeve is PVC sleeve pipe and tight abutment is distinguished in described top board and described template in two ends.
5. detachable slab thickness control tool according to claim 4, is characterized in that,
The length of described screw rod is greater than more than the thickness 100mm of described cast-in-place build floor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520771862.4U CN205088965U (en) | 2015-09-30 | 2015-09-30 | Can dismantle floor gauge control instrument |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520771862.4U CN205088965U (en) | 2015-09-30 | 2015-09-30 | Can dismantle floor gauge control instrument |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205088965U true CN205088965U (en) | 2016-03-16 |
Family
ID=55479666
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520771862.4U Expired - Fee Related CN205088965U (en) | 2015-09-30 | 2015-09-30 | Can dismantle floor gauge control instrument |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205088965U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107842201A (en) * | 2017-12-01 | 2018-03-27 | 中建四局第六建筑工程有限公司 | A kind of floorslab thickness control device and its application method |
| CN108316656A (en) * | 2018-03-16 | 2018-07-24 | 中铁建设集团有限公司 | A kind of strip thickness control tool and strip thickness control construction 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 |
| CN110145127A (en) * | 2019-06-20 | 2019-08-20 | 中建新疆建工集团第五建筑工程有限公司 | A kind of concrete cast-in-situ plate thickness controller and Bars In Poured Concrete Slab construction |
-
2015
- 2015-09-30 CN CN201520771862.4U patent/CN205088965U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107842201A (en) * | 2017-12-01 | 2018-03-27 | 中建四局第六建筑工程有限公司 | A kind of floorslab thickness control device and its application method |
| CN108316656A (en) * | 2018-03-16 | 2018-07-24 | 中铁建设集团有限公司 | A kind of strip thickness control tool and strip thickness control construction 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 |
| CN110145127A (en) * | 2019-06-20 | 2019-08-20 | 中建新疆建工集团第五建筑工程有限公司 | A kind of concrete cast-in-situ plate thickness controller and Bars In Poured Concrete Slab construction |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205088965U (en) | Can dismantle floor gauge control instrument | |
| CN102134879B (en) | Embedding accuracy control construction method for embedded part of overlong equipment foundation platform | |
| CN109403553B (en) | Vertical reinforcing bar positioner of prefabricated shear force wall | |
| CN104863342B (en) | The apparatus of plastering and method of a kind of cylinder | |
| CN102121315A (en) | Hole reserving construction method for tightly-fixed steel sleeve | |
| CN210049123U (en) | Road and bridge crack reinforced structure | |
| CN106120835B (en) | A kind of circle concrete structures toe board panel guide rail and its levelling construction | |
| CN205063187U (en) | Bar reinforcement positioning device | |
| CN105442629A (en) | Construction method for T-shaped platform vibration-isolating base of large-scale equipment | |
| CN104405165B (en) | The assembled mixing station storage bin partition wall of a kind of repeatable utilization and construction method thereof | |
| CN103206088A (en) | Shear wall structural wall and slab integral pouring construction method | |
| CN105220882A (en) | A kind of cement waters smashes thickness control device and using method thereof | |
| CN107237492A (en) | The installation method of sizing cylindrical form | |
| CN202925896U (en) | A hole reservation device for constructional engineering | |
| CN204343677U (en) | A kind of removable ferrule mold of construction site reserving hole | |
| CN204531443U (en) | A kind of floor bar arranging distance control tool | |
| CN202380694U (en) | Plastering board dedicated to splits | |
| CN203977884U (en) | A kind of steel reinforcement protective sleeve pipe | |
| CN207847122U (en) | Construction has with adjustable combined type marked rod | |
| CN203755676U (en) | Perpendicularity control tool for wall column | |
| CN100507174C (en) | Pre-embedded construction method for PVC casing pipe of prestressed hollow slab hanger rod | |
| CN201972409U (en) | Adjustable leveling bench | |
| CN202925476U (en) | Bridge floor pre-embedded sleeve positioner | |
| JP5880085B2 (en) | Floor repair method and toilet repair method | |
| CN204225448U (en) | Wire rope floating screed take-up device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160316 Termination date: 20200930 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |