CN2825832Y - Surface level control device for concrete casting - Google Patents
Surface level control device for concrete casting Download PDFInfo
- Publication number
- CN2825832Y CN2825832Y CN 200520043691 CN200520043691U CN2825832Y CN 2825832 Y CN2825832 Y CN 2825832Y CN 200520043691 CN200520043691 CN 200520043691 CN 200520043691 U CN200520043691 U CN 200520043691U CN 2825832 Y CN2825832 Y CN 2825832Y
- Authority
- CN
- China
- Prior art keywords
- upper bracket
- control device
- carriage
- absolute altitude
- concreting
- 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
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- 238000005266 casting Methods 0.000 title 1
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 9
- 239000010959 steel Substances 0.000 claims abstract description 9
- 238000009966 trimming Methods 0.000 claims abstract description 9
- 238000010276 construction Methods 0.000 abstract description 9
- 230000002787 reinforcement Effects 0.000 description 6
- 239000003973 paint Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
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Abstract
The utility model relates to a kind of absolute altitude control device, the absolute altitude control device of surface levelling when relating in particular to a kind of concreting.A kind of concreting is with surperficial absolute altitude control device, comprise base, carriage, upper bracket and lower carriage, one end of lower carriage is fixed on the base, one end of upper bracket is fixed on the bottom of carriage, this concreting also comprises trimming bolt with surperficial absolute altitude control device, has the upper bracket adjustment hole in the bottom of upper bracket simultaneously, has bolt hole on lower carriage, trimming bolt is screwed in the bolt hole after passing the upper bracket adjustment hole, and upper bracket is connected with lower carriage.Rest has the track steel pipe on the carriage.Adopt the utility model not only to make the terrace surface planeness obtain better control, and improved work efficiency, accelerated construction speed, reduced construction costs.
Description
Technical field
The utility model relates to a kind of absolute altitude control device, the absolute altitude control device of surface levelling when relating in particular to a kind of concreting.
Background technology
In the work progress of industry and civilian construction industry, cast-in-situ concrete (steel concrete) terrace must be to required concrete leveling absolute altitude of building before building.For many years, the construction industry is when carrying out the levelling absolute altitude, mostly adopt the building leveling layer is set, in required pour of building, bury reinforcement bar in advance underground exactly, top, upper end at reinforcement bar smears red paint, determine the concrete height of building with the position height that red paint mark is established, build initial set after, the reinforcing bar and the red paint that will expose outside pour polish again.But, adopt the job practices of this levelling absolute altitude, have following problem: at first, because being provided with of leveling layer of building need be buried a large amount of reinforcement bars in advance underground, and a large amount of reinforcement bars be provided with that to produce error inevitable, the concrete surface planeness can not get effective control all the time thus; Secondly, the use of a large amount of reinforcement bars has not only increased construction cost, and just is deposited in after building in the terrace, long-time after because the problem such as get rusty of reinforcement bar also can impact building itself.
Summary of the invention
Technical problem to be solved in the utility model is to provide a kind of concreting with surperficial absolute altitude control device on the basis of original levelling absolute altitude, the use of this device not only makes the terrace surface planeness obtain better control, and has improved work efficiency, has accelerated construction speed, reduced construction costs.
For solving the problems of the technologies described above, a kind of concreting of the present utility model is with surperficial absolute altitude control device, comprise base, carriage, upper bracket and lower carriage, one end of lower carriage is fixed on the base, one end of upper bracket is fixed on the bottom of carriage, this concreting also comprises trimming bolt with surperficial absolute altitude control device, simultaneously have the upper bracket adjustment hole in the bottom of upper bracket, have bolt hole on the weak lower carriage, trimming bolt is screwed in the bolt hole after passing the upper bracket adjustment hole, and upper bracket is connected with lower carriage.
In order to guarantee the precision of levelling absolute altitude, rest track steel pipe on carriage.
Because the utility model adopts upper bracket and lower carriage is set respectively, offers the upper bracket adjustment hole on upper bracket, offers bolt hole on lower carriage, with trimming bolt upper bracket is carried out adjustable the connection with lower carriage.After level gauge is surveyed the bidding height,, just can be adjusted to the absolute altitude of orbit Design like this as long as this height of devices is finely tuned by trimming bolt, thus control terrace concreting and levelling absolute altitude.Thus, adopt a kind of concreting of the present utility model not only can make in large area structural concrete magma in level ground with smashing with the troweling one-shot forming with surperficial absolute altitude control device, build with levelling after the concrete surface planeness reach designing requirement, and need not to be provided with the building leveling layer.The utility model has improved work efficiency significantly, has accelerated construction speed, has also reduced construction costs.
Description of drawings
The utility model is described in further detail below in conjunction with drawings and embodiments:
Fig. 1 is a kind of concreting of the present utility model with surperficial absolute altitude control device schematic diagram.
The specific embodiment
Fig. 1 is a kind of concreting of the utility model with surperficial absolute altitude control device schematic diagram.As can be seen from Figure 1, a kind of concreting selects for use channel-section steel as carriage 1 with surperficial absolute altitude control device, and upper bracket 2 and lower carriage 3 are selected the right angle angle steel respectively for use, simultaneously on upper bracket 2, offer waist shape screw, offer bolt hole 6 on the lower carriage 3 as upper bracket adjustment hole 4.One end of lower carriage 3 is weldingly fixed on the base 7, and an end of upper bracket 2 is weldingly fixed on the bottom of channel-section steel carriage 1, and trimming bolt 5 is screwed in the bolt hole 6 of lower carriage 3 after passing waist shape screw on the upper bracket 2, and upper bracket 2 is connected with lower carriage 3.Rest has track steel pipe 8 to be used for the levelling absolute altitude on the channel-section steel carriage 1.
Claims (2)
1, a kind of concreting is with surperficial absolute altitude control device, comprise base, carriage, upper bracket and lower carriage, one end of lower carriage is fixed on the base, one end of upper bracket is fixed on the bottom of carriage, it is characterized in that this concreting also comprises trimming bolt with surperficial absolute altitude control device, have the upper bracket adjustment hole in the bottom of upper bracket simultaneously, on lower carriage, have bolt hole, trimming bolt is screwed in the bolt hole after passing the upper bracket adjustment hole, and upper bracket is connected with lower carriage.
2, concreting according to claim 1 is characterized in that with surperficial absolute altitude control device rest has the track steel pipe on the carriage.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200520043691 CN2825832Y (en) | 2005-07-22 | 2005-07-22 | Surface level control device for concrete casting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200520043691 CN2825832Y (en) | 2005-07-22 | 2005-07-22 | Surface level control device for concrete casting |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2825832Y true CN2825832Y (en) | 2006-10-11 |
Family
ID=37066016
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200520043691 Expired - Fee Related CN2825832Y (en) | 2005-07-22 | 2005-07-22 | Surface level control device for concrete casting |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2825832Y (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100516436C (en) * | 2007-11-16 | 2009-07-22 | 通州建总集团有限公司 | concrete thickness control device |
| CN101210458B (en) * | 2006-12-28 | 2010-06-16 | 上海宝冶建设有限公司 | Height mark adjustable ultra-flat terrace template and manufacturing method thereof |
| CN101967884A (en) * | 2010-09-10 | 2011-02-09 | 安徽华力建设集团有限公司 | Method for controlling concrete planeness of large-area steel bar truss template |
| CN101492965B (en) * | 2008-05-16 | 2011-11-09 | 中冶天工上海十三冶建设有限公司 | Large area cast-in-situ concrete plate flatness control method |
| CN102644226A (en) * | 2012-04-28 | 2012-08-22 | 中铁四局集团有限公司 | High-precision asphalt paving control guide rail and control method thereof |
| CN103132700A (en) * | 2011-11-25 | 2013-06-05 | 白明正 | Concrete grouting level locating device |
| CN103343608A (en) * | 2013-07-18 | 2013-10-09 | 天津建工集团（控股）有限公司 | Multifunctional steel wire rapid moving calibration bar |
| CN104652820A (en) * | 2015-02-16 | 2015-05-27 | 中交一航局第一工程有限公司 | Elevation positioning structure for controlling variable elevation and device comprising structure |
| CN105220883A (en) * | 2015-10-28 | 2016-01-06 | 中国建筑第八工程局有限公司 | Monolithic ground level controller and construction method thereof |
| CN106351450A (en) * | 2016-11-23 | 2017-01-25 | 苏涛 | Suspension type pouring-leveling device in building operations and pouring method |
| CN110439273A (en) * | 2019-08-13 | 2019-11-12 | 河北工业大学 | A kind of mold and installation method of telescopic production slope monitoring clump pedestal |
-
2005
- 2005-07-22 CN CN 200520043691 patent/CN2825832Y/en not_active Expired - Fee Related
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101210458B (en) * | 2006-12-28 | 2010-06-16 | 上海宝冶建设有限公司 | Height mark adjustable ultra-flat terrace template and manufacturing method thereof |
| CN100516436C (en) * | 2007-11-16 | 2009-07-22 | 通州建总集团有限公司 | concrete thickness control device |
| CN101492965B (en) * | 2008-05-16 | 2011-11-09 | 中冶天工上海十三冶建设有限公司 | Large area cast-in-situ concrete plate flatness control method |
| CN101967884A (en) * | 2010-09-10 | 2011-02-09 | 安徽华力建设集团有限公司 | Method for controlling concrete planeness of large-area steel bar truss template |
| CN103132700A (en) * | 2011-11-25 | 2013-06-05 | 白明正 | Concrete grouting level locating device |
| CN102644226A (en) * | 2012-04-28 | 2012-08-22 | 中铁四局集团有限公司 | High-precision asphalt paving control guide rail and control method thereof |
| CN103343608A (en) * | 2013-07-18 | 2013-10-09 | 天津建工集团（控股）有限公司 | Multifunctional steel wire rapid moving calibration bar |
| CN104652820A (en) * | 2015-02-16 | 2015-05-27 | 中交一航局第一工程有限公司 | Elevation positioning structure for controlling variable elevation and device comprising structure |
| CN105220883A (en) * | 2015-10-28 | 2016-01-06 | 中国建筑第八工程局有限公司 | Monolithic ground level controller and construction method thereof |
| CN106351450A (en) * | 2016-11-23 | 2017-01-25 | 苏涛 | Suspension type pouring-leveling device in building operations and pouring method |
| CN106351450B (en) * | 2016-11-23 | 2019-06-18 | 甘肃天力建设工程有限责任公司 | A kind of construction centre mounted type pours leveling unit and casting method |
| CN110439273A (en) * | 2019-08-13 | 2019-11-12 | 河北工业大学 | A kind of mold and installation method of telescopic production slope monitoring clump pedestal |
| CN110439273B (en) * | 2019-08-13 | 2021-07-20 | 河北工业大学 | Telescopic mold for manufacturing side slope monitoring cement pier base and installation method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: CHINA MCC20 GROUP CORP., LTD. Free format text: FORMER NAME: CHINA NO.20 METALLURGICAL CONSTRUCTION CO. |
|
| CP01 | Change in the name or title of a patent holder |
Address after: 201900 Shanghai city Baoshan District Pangu Road No. 777 Patentee after: China Twenty Metallurgical Group Co., Ltd. Address before: 201900 Shanghai city Baoshan District Pangu Road No. 777 Patentee before: China No.20 Metallurgical Construction Co. |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20061011 Termination date: 20130722 |