CN203462765U - Floor flatness control system of large-area concrete building - Google Patents
Floor flatness control system of large-area concrete building Download PDFInfo
- Publication number
- CN203462765U CN203462765U CN201320590819.9U CN201320590819U CN203462765U CN 203462765 U CN203462765 U CN 203462765U CN 201320590819 U CN201320590819 U CN 201320590819U CN 203462765 U CN203462765 U CN 203462765U
- Authority
- CN
- China
- Prior art keywords
- control system
- concrete
- track
- floor
- rail
- 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
Images
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses a floor flatness control system of a large-area concrete building. The floor flatness control system of the large-area concrete building comprises reinforcing steel bars at the upper layer and the lower layer on a floor and is characterized in that the floor flatness control system further comprises a rail support, a rail, a concrete leveling beam frame and an aluminum alloy darby, the rail support is welded to the reinforcing steel bars at the upper layer and the lower layer on the floor, and the rail is laid on the rail support; the concrete leveling beam frame is firstly placed on the rail to enable concrete to vibrate and level the concrete, and then the aluminum alloy darby is placed on the rail to level the concrete through scraping. The floor flatness control system of the large-area concrete building can well control the flatness of the leveled floor in leveling work of the floor of the large-area concrete building rapidly and accurately, the defects that the flatness is difficult to control through manual leveling and the requirement for the skill level of a worker is extremely high in a site in the prior art are overcome, the rail can be taken out after the leveling operation is completed, namely the rail can be reused in a turnover mode, and waste of materials is avoided.
Description
Technical field
The utility model relates to the realm of building construction, relates in particular to a kind of large-area concrete flooring planeness control system.
Background technology
At present, in traditional concrete flooring planeness control method, on-the-spot most of artificial hand-held vibrating spear that adopts, draws 50 gauzes to carry out the control of concrete surface finish, must improve precision by the quantity of gauze, execute-in-place efficiency is lower and flatness effect is poor.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of large-area concrete flooring planeness control system, utilize planeness to control track, by the levelling in the levelling after concreting and hardened ground work progress, reach the object of controlling concrete planeness.
Technical problem to be solved in the utility model is achieved through the following technical solutions:
A large-area concrete flooring planeness control system, comprises flooring levels reinforcing bar, it is characterized in that: also comprise track support, track, concrete leveling roof beam structure and aluminium alloys floating rule; Described track support and the welding of flooring levels reinforcing bar, track laying is on track support; Described concrete leveling roof beam structure is first positioned on track and vibrates with smooth, and aluminium alloys floating rule is positioned on track and strikes off subsequently.
Described track support is by being Steel bar rack.
Described concrete leveling roof beam structure becomes cat ladder shape by L50 angle steel welding production.
Described aluminium alloys floating rule adopts 3 meters long aluminium alloys floating rules.
Described track selects vertical steel pipe or square steel to form.
Described track support joint is smooth.
The utility model with respect to the beneficial effect of prior art is:
(1) can in large-area concrete flooring levelling work, better control the planeness of smooth flooring, quick, accurate, be different from conventional on-site artificial levelling in levelling work and be difficult to control planeness, craftsmanship's level was required to the shortcomings such as high.
(2) after smooth end, can take out track, can have enough to meet the need Reusability, waste that can precocity material.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation
Fig. 2 is concrete leveling roof beam structure operation chart in the utility model
Fig. 3 is aluminium alloys floating rule operation chart in the utility model
In figure: 1-reinforcing bar track support, 2-track, 3-concrete leveling roof beam structure or aluminium alloys floating rule, 4-concrete leveling roof beam structure, 5-aluminium alloys floating rule, 6-direction of operating
The specific embodiment
Shown in Fig. 1-3, a kind of large-area concrete flooring planeness control system, comprises flooring levels reinforcing bar, it is characterized in that: also comprise track support, track, concrete leveling roof beam structure and aluminium alloys floating rule; Described track support and the welding of flooring levels reinforcing bar, track laying is on track support; Described concrete leveling roof beam structure is first positioned on track and vibrates with smooth, and aluminium alloys floating rule is positioned on track and strikes off subsequently.
Described track support is by being Steel bar rack, and Steel bar rack is processed into unified height and dimensions in advance.
Described concrete leveling roof beam structure becomes cat ladder shape by L50 angle steel welding production, small vibrating device can be placed on concrete leveling roof beam structure.
Described aluminium alloys floating rule adopts 3 meters long aluminium alloys floating rules, uses aluminium alloys floating rule to place track and strike off after plate face concrete vibrates with the roof beam structure that vibrates.
Described track selects vertical steel pipe or square steel to form; Described track support joint is smooth, guarantees the smooth of track laying.
This concrete flooring Pingdu control method, can make corresponding reinforcing bar track support according to the thickness of on-the-spot large area flooring, thereby reach control orbit altitude; Selecting of track can be selected steel pipe or square steel according to on-the-spot actual needs; Large I between track is selected according to on-site actual situations; Leveling roof beam structure and Horizontal scrapping rule must be close to track and slide when operation; After smooth end, take out track, get final product Reusability.
Claims (6)
1. a large-area concrete flooring planeness control system, comprises flooring levels reinforcing bar, it is characterized in that: also comprise track support, track, concrete leveling roof beam structure and aluminium alloys floating rule; Described track support and the welding of flooring levels reinforcing bar, track laying is on track support; Described for vibrating and smooth concrete leveling roof beam structure is first positioned over track, the aluminium alloys floating rule striking off is subsequently positioned on track.
2. large-area concrete flooring planeness control system as claimed in claim 1, is characterized in that: described track support is Steel bar rack.
3. large-area concrete flooring planeness control system as claimed in claim 1, is characterized in that: described concrete leveling roof beam structure becomes cat ladder shape by L50 angle steel welding production.
4. large-area concrete flooring planeness control system as claimed in claim 1, is characterized in that: described aluminium alloys floating rule adopts 3 meters long aluminium alloys floating rules.
5. large-area concrete flooring planeness control system as claimed in claim 1, is characterized in that: described track selects vertical steel pipe or square steel to form.
6. large-area concrete flooring planeness control system as claimed in claim 1, is characterized in that: described track support joint is smooth.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320590819.9U CN203462765U (en) | 2013-09-24 | 2013-09-24 | Floor flatness control system of large-area concrete building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320590819.9U CN203462765U (en) | 2013-09-24 | 2013-09-24 | Floor flatness control system of large-area concrete building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203462765U true CN203462765U (en) | 2014-03-05 |
Family
ID=50175137
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320590819.9U Expired - Fee Related CN203462765U (en) | 2013-09-24 | 2013-09-24 | Floor flatness control system of large-area concrete building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203462765U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193614A (en) * | 2016-07-07 | 2016-12-07 | 王长彬 | The control instrument of Bars In Poured Concrete Slab and casting method |
| CN110453726A (en) * | 2019-07-22 | 2019-11-15 | 河北省第二建筑工程有限公司 | A kind of constructing device that overlength reinforced concrete floor is levelling and method |
| CN114482495A (en) * | 2022-03-28 | 2022-05-13 | 中国十七冶集团有限公司 | Flatness-controllable large-area industrial factory building terrace construction device and construction method |
-
2013
- 2013-09-24 CN CN201320590819.9U patent/CN203462765U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193614A (en) * | 2016-07-07 | 2016-12-07 | 王长彬 | The control instrument of Bars In Poured Concrete Slab and casting method |
| CN106193614B (en) * | 2016-07-07 | 2018-05-25 | 王长彬 | The control instrument and casting method of Bars In Poured Concrete Slab |
| CN110453726A (en) * | 2019-07-22 | 2019-11-15 | 河北省第二建筑工程有限公司 | A kind of constructing device that overlength reinforced concrete floor is levelling and method |
| CN110453726B (en) * | 2019-07-22 | 2021-09-14 | 河北省第二建筑工程有限公司 | Construction device and method for leveling overlong reinforced concrete bottom plate |
| CN114482495A (en) * | 2022-03-28 | 2022-05-13 | 中国十七冶集团有限公司 | Flatness-controllable large-area industrial factory building terrace construction device and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103615110B (en) | Random oblique netted nine-squares beam Hyperbolic Roof construction method | |
| CN104234012B (en) | A kind of concrete loose rock dam ultra-long concrete sliding formwork body and construction method thereof | |
| CN102433996A (en) | Method for constructing wafer board with SMC (Sheet Molding Compound) hole forming mould | |
| CN203462765U (en) | Floor flatness control system of large-area concrete building | |
| CN203403670U (en) | unsupported formwork system | |
| CN106193633A (en) | One builds horizontal mortar joint controller and construction method by laying bricks or stones | |
| CN208396317U (en) | A kind of quick apparatus for leveling of basement bottom board concrete | |
| CN201924289U (en) | Bracket structure for 0# block of high-pier long-span continuous rigid frame bridge | |
| CN113202222A (en) | Construction method for assembled type superposed beam slab | |
| CN103615063A (en) | Construction method for pouring pitched roof concrete and steel bar structure used in method | |
| CN103669634A (en) | Construction method and structure with damping wall poured later | |
| CN102677895A (en) | Suspended formwork pouring method for concrete foundation steps | |
| CN201172971Y (en) | Construction control device for controlling flatness of concrete primary pulp ground | |
| CN109881892A (en) | A kind of overlarge area floor construction flatness control device and construction method | |
| CN202744907U (en) | Concrete leveling, paste lifting and elevation control integrated device for bed plates | |
| CN103967332B (en) | The construction method of a kind of building site enclosing | |
| CN105464352A (en) | Device for adjusting height of reinforcing bar mesh | |
| CN102061753A (en) | Method for controlling thickness of cast-in-place concrete floor slab by point-line-plane control method | |
| CN105275198B (en) | A kind of shear-wall strengthening formwork structure and its construction method | |
| CN102888809B (en) | Highly-efficient leveling method for construction of large-area concrete ground floor | |
| CN203361641U (en) | Combined type steel formwork of cast-in-place staircase | |
| CN103334771A (en) | Concrete pouring method of side wall and joint of middle plate and vault by means of underground excavation reverse construction method | |
| CN203795460U (en) | Basic structure of ballasting tower crane | |
| CN102758519B (en) | Building numerical control rendering motor machine | |
| CN206158117U (en) | Wall ground floating screed instrument of making level |
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: 20140305 |