CN207582978U - A kind of floorslab thickness control device - Google Patents
A kind of floorslab thickness control device Download PDFInfo
- Publication number
- CN207582978U CN207582978U CN201721652364.3U CN201721652364U CN207582978U CN 207582978 U CN207582978 U CN 207582978U CN 201721652364 U CN201721652364 U CN 201721652364U CN 207582978 U CN207582978 U CN 207582978U
- Authority
- CN
- China
- Prior art keywords
- concrete block
- thickness control
- control device
- hollow concrete
- standing screw
- 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
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a kind of floorslab thickness control device, prefabricated cylindrical hollow concrete block, standing screw including same plate thickness, anchoring steel disc, hexagonal flange nut, first floor bar has been bound during use, 2m is spaced on slab form and bores anchor caverns, cylindrical hollow concrete block is placed on anchor caverns position；By anchorage screw by being worn inside hollow concrete block to form plate hole, in template bottom, fastened using hex nut.During concreting, top of concrete absolute altitude is smeared to hollow concrete block is suitable for reading and flushed by worker, you can completes strip thickness control work.Prefabricated cylindrical hollow concrete block is as floorslab thickness control device, with anchoring in easy for installation, concreting process securely, the characteristics of not easily shifted, slab thickness control accuracy is high, anchor bolt can be reused, maintenance cost is reduced, while also saves material.
Description
Technical field
The utility model is related to building field, specifically a kind of floorslab thickness control device.
Background technology
At present, traditional thickness of concrete floor control has：Floor thickness is marked out on the wall column vertical reinforcement reserved
Control line is spent, when casting concrete is measured with ruler；Or it is inserted into concrete and carried out with reinforcing bar during casting concrete
Measure etc..
Although such method can control thickness of concrete floor, but still there are larger disadvantages.By worker's level, ring
The influences such as border are big, it has not been convenient to operate and be also easy to produce large error, can increase the risk of the slab thickness deviation processing in later stage.
Utility model content
The purpose of this utility model is to provide a kind of floorslab thickness control device, the utility model may be reused,
It is easy for installation, the difficulty of construction of thickness of concrete floor control is reduced, while also reduce the wind of slab thickness deviation processing
Danger.
The purpose of this utility model can be achieved through the following technical solutions：
A kind of floorslab thickness control device, including fixing device and cylinder concrete block, the fixing device includes reinforcing bar
Handle, anchoring steel disc, standing screw and hexagonal flange nut, standing screw upper end are equipped with anchoring steel disc, and anchoring steel disc upper end is set
There is reinforcing bar handle, standing screw is equipped with hexagonal flange nut.
Shaft core position on the cylinder concrete block is equipped with a through-hole.
The anchoring steel disc and reinforcing bar handle, standing screw and anchoring steel disc are by being welded and fixed
Through-hole on the cylinder concrete block passes through for standing screw, and cylinder concrete block and fixing device cooperation make
With.
The beneficial effects of the utility model：
1st, cylinder concrete block strength grade is with storey floors concrete strength used, highly with storey floors used thickness
Degree, interval 2m set one, play the role of controlling slab thickness；
2nd, the reinforcing bar handle for bending to semicircle is welded on the anchoring steel disc of standing screw, assembling and disassembling screw rod is convenient；It is fixed
The cylinder concrete block of elevation control is firmly fixed on slab form by screw rod, reduces coagulation in concreting process
Vibration displacement when the impact displacement of soil and vibrated concrete, can efficiently control concrete thickness；
3rd, the floorslab thickness control device in the utility model has the characteristics that convenient to assemble and disassemble, fixation after concreting
Screw rod lower part hexagonal flange nut unclamps, and standing screw can be extracted out directly from cylinder concrete block, can be reused, and reduces
The difficulty of construction of thickness of concrete floor control, while also reduce the risk of slab thickness deviation processing.
Description of the drawings
The utility model will be further described below with reference to the accompanying drawings.
Fig. 1 is the utility model fixture structure schematic diagram；
Fig. 2 is the utility model fixing device schematic diagram；
Fig. 3 is cylinder concrete block front view；
Fig. 4 is cylinder concrete block vertical view；
Fig. 5 is this your utility model floorslab thickness control device application schematic diagram.
Specific embodiment
The following is a combination of the drawings in the embodiments of the present utility model, and the technical scheme in the embodiment of the utility model is carried out
It clearly and completely describes, it is clear that the described embodiments are only a part of the embodiments of the utility model rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are without creative efforts
The all other embodiment obtained, shall fall within the protection scope of the present invention.
A kind of floorslab thickness control device, including fixing device and cylinder concrete block 5, as shown in Figs. 1-2, fixing device
Including reinforcing bar handle 1, anchoring steel disc 2, standing screw 3 and hexagonal flange nut 4,3 upper end of standing screw is equipped with anchoring steel disc 2,
It anchors 2 upper end of steel disc and is equipped with reinforcing bar handle 1, standing screw 3 is equipped with hexagonal flange nut 4.
Steel disc 2 and reinforcing bar handle 1, standing screw 3 and anchoring steel disc 2 are anchored by being welded and fixed.
Shaft core position on cylinder concrete block 5 is equipped with a through-hole, and the through-hole on cylinder concrete block 5 is for standing screw
3 pass through, and cylinder concrete block 5 and fixing device are used cooperatively.
The application method of above-mentioned floorslab thickness control device includes the following steps：
S1：After the completion of floor bar binding, at interval of 2m holes drilled through on slab form 6；
S2：Cylinder concrete block 5 is placed on slab form 6, while ensures through-hole and building on cylinder concrete block 5
Through-hole on template die plate 6 is concentric；
S3：Standing screw 3 in fixing device is passed through into the through-hole on cylinder concrete block 5 and slab form 6；
S4：It is tightened in the lower end hexagonal flange nut 4 of standing screw 3；
S5：During concreting, staff smears the top surface absolute altitude of concrete seven to suitable for reading neat with cylinder concrete block 5
It is flat, you can strip thickness control work is completed,
S6：After concreting, the hexagonal flange nut 4 of 3 lower part of screw rod is unclamped, standing screw 3 can be directly from cylinder
It is extracted out in concrete block 5, the through-hole among cylinder concrete block 5 is blocked with waterproof mortar.
In the description of this specification, the description of reference term " one embodiment ", " example ", " specific example " etc. means
At least one of the utility model is contained in reference to the embodiment or example particular features, structures, materials, or characteristics described
In embodiment or example.In the present specification, schematic expression of the above terms be not necessarily referring to identical embodiment or
Example.Moreover, particular features, structures, materials, or characteristics described can be in any one or more embodiments or example
In combine in an appropriate manner.
The advantages of basic principle, main feature and the utility model of the utility model has been shown and described above.One's own profession
The technical staff of industry is it should be appreciated that the present utility model is not limited to the above embodiments, described in above embodiments and description
Only illustrate the principle of the utility model, on the premise of not departing from the spirit and scope of the utility model, the utility model is also
Various changes and modifications are had, these various changes and improvements fall within the scope of the claimed invention.
Claims (3)
1. a kind of floorslab thickness control device, including fixing device and cylinder concrete block (5), which is characterized in that the fixation
Device includes reinforcing bar handle (1), anchoring steel disc (2), standing screw (3) and hexagonal flange nut (4), standing screw (3) upper end
Equipped with anchoring steel disc (2), anchoring steel disc (2) upper end is equipped with reinforcing bar handle (1), and standing screw (3) is equipped with hexagonal flange nut
(4)；
Shaft core position on the cylinder concrete block (5) is equipped with a through-hole.
2. a kind of floorslab thickness control device according to claim 1, which is characterized in that the anchoring steel disc (2) and steel
Muscle handle (1), standing screw (3) and anchoring steel disc (2) are by being welded and fixed.
A kind of 3. floorslab thickness control device according to claim 1, which is characterized in that the cylinder concrete block (5)
On through-hole passed through for standing screw (3), cylinder concrete block (5) and fixing device are used cooperatively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721652364.3U CN207582978U (en) | 2017-12-01 | 2017-12-01 | A kind of floorslab thickness control device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721652364.3U CN207582978U (en) | 2017-12-01 | 2017-12-01 | A kind of floorslab thickness control device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207582978U true CN207582978U (en) | 2018-07-06 |
Family
ID=62735018
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721652364.3U Expired - Fee Related CN207582978U (en) | 2017-12-01 | 2017-12-01 | A kind of floorslab thickness control device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207582978U (en) |
Cited By (1)
| 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 |
-
2017
- 2017-12-01 CN CN201721652364.3U patent/CN207582978U/en not_active Expired - Fee Related
Cited By (1)
| 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 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109706846B (en) | High and narrow bridge capping beam through steel bar construction method for slope foundation | |
| CN205421616U (en) | Assemble integral shear force wall with steel pipe concrete edge member | |
| CN104790676A (en) | Rapid leveling and alignment device and method for installation of prefabricated wallboards | |
| CN102953546A (en) | Construction method for mounting deformation joint template at double walls | |
| CN204899204U (en) | Mouthful structure concrete structure's of department a template system fetches earth among reverse construction method | |
| CN200985564Y (en) | TT-type built-in autospasy type anchorage | |
| CN107327063A (en) | A kind of prefabricated underplate concrete superimposed sheet with ribbing | |
| CN104153495B (en) | A kind of attachment structure of Multi-function light concrete curtain wall | |
| CN113202222A (en) | Construction method for assembled type superposed beam slab | |
| CN211257811U (en) | Turnover screw rod for laminated slab cast-in-place slab band | |
| CN206917087U (en) | A kind of prefabricated assembling type reinforced concrete framework open tubular column and its making mould | |
| CN205976167U (en) | Based on cast -in -place floor structures of detachable positioning control spare | |
| CN207582978U (en) | A kind of floorslab thickness control device | |
| CN103470027B (en) | A kind of assembling presets the floor slab formerecting system of anchoring nut | |
| CN105696796A (en) | Cantilever scaffold steel girder anchoring method | |
| CN205712565U (en) | A kind of prefabricated two-sided wall | |
| CN105019645A (en) | Template system for building concrete structure at earth-taking opening in top-down construction method, and construction method | |
| CN205171381U (en) | Prefabricated assembly bridge bent cap positioner | |
| CN112267607A (en) | Pre-assembly type combined floor bearing plate and floor | |
| CN103132494A (en) | Embedded anchor cone accurate positioning method | |
| CN107842201A (en) | A kind of floorslab thickness control device and its application method | |
| CN108385987A (en) | Installation construction method of slender shaft type steel column and steel sleeve matched with same | |
| CN107386457A (en) | A kind of built-in fitting in cast-in-situ concrete member | |
| CN209244243U (en) | A kind of fixed device of fashioned iron sizing tripod for builder's jack | |
| CN203066493U (en) | Positioning die for precise construction of main reinforcement of pillar |
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: 20180706 Termination date: 20201201 |