CN2778882Y - Concrete controller - Google Patents
Concrete controller Download PDFInfo
- Publication number
- CN2778882Y CN2778882Y CN 200520101637 CN200520101637U CN2778882Y CN 2778882 Y CN2778882 Y CN 2778882Y CN 200520101637 CN200520101637 CN 200520101637 CN 200520101637 U CN200520101637 U CN 200520101637U CN 2778882 Y CN2778882 Y CN 2778882Y
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- CN
- China
- Prior art keywords
- pipe
- concrete
- accurate control
- valve
- stake
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- 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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Abstract
The utility model relates to a measuring tool, which is used for controlling the super pouring height when concrete pouring of a borehole pouring pile is approached to the mark height of the top of a pile. The utility model is provided with a pipe, of which the upper part and the lower part are open, the upper opening of the pipe is provided with a connecting element for hanging and fixing, and the lower opening of the pipe is provided with a valve and a valve control member which are fitted for opening and closing. When concrete is approched to the mark height of the top of a pile, constructional workers can master the position of the lower concrete surface of water in holes and can exactly control the super pouring height in the process of concrete pouring of a borehole pouring pile; the utility model is favorable for saving materials and construction cost in order to reduce unnecessary waste and avoid quality hidden troubles.
Description
Technical field
The utility model relates to a kind of measurement apparatus, relates in particular to a kind of bored pile when concrete pouring is high near the stake top mark, is used to control super measurement apparatus of irritating height.
Background technology
In various Foundation Designs and construction work, bored pile is a kind of pile foundation of using the most generally.When bored pile carries out concrete pouring under water,,, also there is not good solution at present in slime water so whether perfusion has reached calibrated altitude because the perfusion engineering is carried out.Therefore, perhaps perfusion exceeds standard, and causes the waste of the material and the energy, perhaps hypoperfusion and workmanship is brought hidden danger.
Summary of the invention
The utility model main purpose is: based on the deficiencies in the prior art, thereby develop a kind of bored pile when concrete pouring is high near the stake top mark, the super accurate control of the stake concrete device of irritating height of control.
Above-mentioned technical problem of the present utility model is mainly solved by following technical proposals: the accurate control of a kind of concrete device is characterized in that: have the pipe of last lower open mouth, the pipe of lower open mouth suitable for reading is provided with and is used for suspension and is fixedly coupled member on described.
The technical solution of the utility model can also be further perfect, as preferably, is provided with valve and the valve control member that is suitable for opening and closing at the end opening of described uncovered pipe.
As preferably, described valve is the circular slab that diameter is slightly less than ips, has by the center of circle on it and stretches out the movable bolt of excircle, and described movable bolt passes tube wall and is connected with tube activity; Symmetric arrangement has connecting ring on the excircle of the movable bolt of described circular slab both sides.
As preferably, described valve control member is to place the vertical obstruction bolt on the tube wall, horizontal block and control rope; Described vertical obstruction bolt is positioned at movable bolt and the tube wall tie point radially makes progress less than the position of circular slab radius; Described horizontal block is positioned on the tube wall a little less than movable bolt and tube wall tie point upright position; Described control rope is connected with connecting ring.
As preferably, the perigee distance pipe end opening 1-2cm of described valve after vertically.
As preferably, described pipe diameter is 6-12cm.
As preferably, described pipe is made up of bottom tube and last pipe, and bottom tube length is 20-40cm.
As preferably, describedly be used to hang that to be fixedly coupled member be to be symmetrically set in two ears suitable for reading and the ring that links to each other with two ears.
As preferably, the material of described pipe and valve is metal or engineering plastics.
The beneficial effects of the utility model are: in the bored pile concrete pouring process, concrete is near the stake top mark when high, and the builder can grasp in the hole position of concrete face under water, and control super filling accurately well highly, help saving material, save construction cost, reduce unnecessary waste and avoid hidden danger of quality.
Description of drawings
Accompanying drawing 1 is a kind of structural front view of the present utility model;
Accompanying drawing 2 is structure side views of Fig. 1;
Accompanying drawing 3 is that the end opening master of Fig. 1 looks enlarged drawing;
Accompanying drawing 4 is side-looking enlarged drawings of Fig. 3;
Accompanying drawing 5 is that the master suitable for reading of Fig. 1 looks enlarged drawing.
The specific embodiment
Below by embodiment also in conjunction with the accompanying drawings, the technical solution of the utility model is further described in detail.
Embodiment: as Fig. 1-shown in Figure 5, the main body of the accurate control of stake concrete device is a pipe 3 of going up lower open mouth, and described pipe generally adopts metal tube, as steel pipe, also can adopt engineering plastics.The shape of pipe adopts circle usually, also can adopt the pipe of square tube, rectangular tube or other geometry.Pipe 3 is made up of bottom tube and last pipe two parts, generally adopts welded seal, also can adopt to add the sealing ring sealing after being threaded, and also available snap joint connects.The end opening of bottom tube is equipped with valve 5, valve is the circular slab that diameter is slightly less than ips, have by the center of circle on it and stretch out the movable bolt 6 of excircle, described movable bolt passes tube wall and is connected with tube activity, and symmetric arrangement has connecting ring 7 on the excircle of the movable bolt of circular slab 6 both sides.Be positioned at movable bolt and tube wall tie point and be provided with vertical obstruction bolt 4 in the radial direction, vertically stop bolt and be positioned at movable bolt 6 upwards on the position less than the circular slab radius, the tube wall that is positioned at a little less than movable bolt and tube wall tie point upright position is provided with horizontal block 8, extend to outside the pipe after controlling plate rope 9 and connecting ring 7 being connected, control plate rope can adopt the firm cord of wire rope or handle or built-in steel wire.Two ears 2 and the ring 1 that links to each other with two ears of being provided with suitable for reading of pipe.
Operating principle of the present utility model is: when the bored pile underwater concrete pouring, the Guan Dikou of the accurate control of stake concrete device is placed a top mark eminence in advance, when the concrete face rises under water, seal the Guan Dikou of the accurate control of concrete device, the back of continuing to rise is released the suitable for reading of the accurate control of stake concrete organ pipe to the mud in the accurate control of the stake concrete organ pipe.At this moment, mud face in aperture is exactly a super concrete height of irritating on the top mark height to managing distance suitable for reading.Be poured into the position in order to ensure fresh concrete is really super, can use and drag for the concrete basket and check under water that concrete is whether super to be poured into the position, therefore, if pipe end opening mounted valve not equally also can play certain detection effect.Behind the mounted valve, can valve-off, seal end mouth, the sample concrete in the take-off pipe is verified once more under water that concrete is whether really super to be poured into the position, reaches accurate degree.
The execute-in-place method:
By the calculating of the relevant absolute altitude in scene, the configuration tube length, with of the present utility model suitable for reading when being fixed on the boring rig board face, it is good that end opening just in time is in a top mark eminence.
Each bolt one diameter is less than 0.5cm but the firm control plate rope 9 of built-in steel wire on connecting ring 7, and control plate rope is shared out bonus, green dichromatism, and the greenbottle bolt is on control plate knob mouth 1, and red rope bolt is on control plate knob mouth 2.
The green control of tension plate rope 9 makes valve 5 vertical, the end mouth open (green light) of pipe 3.Fix green control plate rope.
Wait to irritate concrete when pipe 3 suitable for reading has mud excessive, the super filling that can consider this moment highly is face of land mud face to the length between pipe 9 suitable for reading.
At this moment, adopt in pipe and drag for the concrete basket and fish for concrete in the pipe, tentatively whether examination is fresh concrete, then should be taken into account it is how the sediment on the concrete face in the hole, mud skin also need continue to irritate concrete if not fresh concrete.
If fresh concrete then unclamps green control plate rope, the red control of tension plate rope makes valve turn to horizontal level, the end mouth sealing (red light) of pipe.Fixing red control plate rope.
Propose pipe at last, make mud in outflow suitable for reading pipe 3 horizontal positioned, stir valve, take out the sample concrete, whether examination is fresh concrete once more.
Clean the accurate control of stake concrete device, prepare to use next time.
Claims (9)
1. the accurate control of stake concrete device is characterized in that: have the pipe (3) of last lower open mouth, the pipe (3) of lower open mouth suitable for reading is provided with and is used for suspension and is fixedly coupled member on described.
2. the accurate control of stake concrete according to claim 1 device, it is characterized in that: the end opening at described pipe (3) is provided with valve (5) and the valve control member that is suitable for opening and closing.
3. the accurate control of stake concrete according to claim 2 device, it is characterized in that: described valve (5) is the circular slab that diameter is slightly less than pipe (3) internal diameter, have by the center of circle on it and stretch out the movable bolt (6) of excircle, described movable bolt (6) passes tube wall and flexibly connects with pipe (6); Symmetric arrangement has connecting ring (7) on the excircle of the movable bolt of described circular slab both sides.
4. the accurate control of stake concrete according to claim 2 device, it is characterized in that: described valve control member is to place the vertical obstruction bolt (4) on the tube wall, horizontal block (8) and control rope (9); Described vertical obstruction bolt (4) is positioned at movable bolt and the tube wall tie point radially makes progress less than the position of circular slab radius; Described horizontal block (8) is positioned on the tube wall a little less than movable bolt and tube wall tie point upright position; Described control rope (9) is connected with connecting ring (7).
5. according to claim 2 or 3 described the accurate control of concrete devices, it is characterized in that: perigee distance pipe (3) the end opening 1-2cm after described valve (5) is vertical.
6. the accurate control of stake concrete according to claim 1 device, it is characterized in that: described pipe (3) diameter is 6-12cm.
7. the accurate control of stake concrete according to claim 1 device, it is characterized in that: described pipe (3) is made up of bottom tube and last pipe, and bottom tube length is 20-40cm.
8. the accurate control of stake according to claim 1 concrete device is characterized in that: describedly be used to hang that to be fixedly coupled member be to be symmetrically set in two ears (2) suitable for reading and the ring (1) that links to each other with two ears.
9. according to claim l or 6 or the accurate control of 7 described concretes devices, it is characterized in that: the material of described pipe (3) and valve (5) is metal or engineering plastics.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200520101637 CN2778882Y (en) | 2005-04-15 | 2005-04-15 | Concrete controller |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200520101637 CN2778882Y (en) | 2005-04-15 | 2005-04-15 | Concrete controller |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2778882Y true CN2778882Y (en) | 2006-05-10 |
Family
ID=36752971
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200520101637 Expired - Fee Related CN2778882Y (en) | 2005-04-15 | 2005-04-15 | Concrete controller |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2778882Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105937242A (en) * | 2016-06-29 | 2016-09-14 | 江苏中海昇物联科技有限公司 | Filling control device for concrete filling pile and using method of filling control device |
| US10113288B2 (en) * | 2013-12-03 | 2018-10-30 | Soletanche Freyssinet | Concreting facility and corresponding concreting method |
-
2005
- 2005-04-15 CN CN 200520101637 patent/CN2778882Y/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US10113288B2 (en) * | 2013-12-03 | 2018-10-30 | Soletanche Freyssinet | Concreting facility and corresponding concreting method |
| CN105937242A (en) * | 2016-06-29 | 2016-09-14 | 江苏中海昇物联科技有限公司 | Filling control device for concrete filling pile and using method of filling control device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |