CN2650107Y - Concrete pilot model - Google Patents
Concrete pilot model Download PDFInfo
- Publication number
- CN2650107Y CN2650107Y CN 200320101708 CN200320101708U CN2650107Y CN 2650107 Y CN2650107 Y CN 2650107Y CN 200320101708 CN200320101708 CN 200320101708 CN 200320101708 U CN200320101708 U CN 200320101708U CN 2650107 Y CN2650107 Y CN 2650107Y
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- China
- Prior art keywords
- concrete
- mould
- die trial
- die
- die body
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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
A concrete test mould is provided, which comprises a mould body made of plastics, a concrete mould cavity with a stripping taper is arranged in the mould body, two handles are symmetrically equipped on the outer side wall of the mould body, and a ventilation hole is provided at the bottom of the mould body. The concrete test mould can fill the concrete into the mould cavity to made into a concrete block for testing purposes; during the stripping of the mould, two handles can be hold, the mould body can be lifted up, then the concrete block is poured out from the concrete mould cavity. The utility model has simple structure, light weight, low cost, and the mould can be easily stripped.
Description
Technical field
The utility model relates to the mould that a kind of concrete strength test is used, and relates in particular to a kind of concrete die trial.
Background technology
Available coagulation soil die trial such as Fig. 1, Fig. 2 and shown in Figure 3, it comprises castiron die trial tube 1, be provided with the through hole 10 of band draft in the die trial tube 1, the big end of through hole 10 down, be provided with two handles 3 on the lateral wall of die trial tube 2 symmetrically, the bottom of die trial tube 1 has ring flange 2, and the lower surface of ring flange 2 is connected with castiron base plate 4.Ring flange 2 is an annular, be provided with symmetrically in the outside of ring flange 2 two U-shaped grooves 9 ', the U-shaped groove 9 of the outside of base plate 4 and ring flange 2 ' be provided with correspondingly U-lag 9, the below of base plate 4 is positioned at each U-lag 9 place and is provided with shaft seat 5, each axis, shaft seat 5 upper edge can be provided with rotating shaft 6 rotationally, each rotating shaft 6 is provided with bolt 7, the axis normal of bolt 7 is in the axis of rotating shaft 6, bolt 7 passes U-shaped groove 9 ' utilize nut 8 to make ring flange 2 and base plate 4 company of subsides mutually with U-lag 9, nut 8 is a wing nut, lower surface at base plate 4 has a plurality of supporting legs 11, is used to support the concrete die trial.In use, concrete is filled in the die trial tube 1, makes the concrete block of test usefulness, when the needs demoulding, to earlier two nuts 8 be unscrewed with hand, again with bolt 7 along U-shaped groove 9 ' and U-lag 9 fell, grasp two handles 3 then, mention die trial tube 1, base plate 4 is separated with die trial tube 1, again the concrete block in the die trial tube 1 is poured out, because die trial tube 1 and base plate 4 are to adopt cast iron to make, its weight is bigger, uses very inconvenient.
The utility model content
It is a kind of simple in structure, in light weight that the purpose of this utility model is to provide, and cost is low, the concrete die trial that is convenient in demoulding.
Concrete die trial of the present utility model comprises the die body that plastics are made, and is provided with the concrete modular chamber of band draft in the described die body, is provided with two handles on the lateral wall of die body symmetrically, and the bottom of die body has air hole.
Concrete die trial of the present utility model, the upper end diameter in wherein said concrete modular chamber is φ 185 ± 3mm, and lower end diameter is φ 175 ± 3mm, and the degree of depth is 150 ± 3mm, and the bottom of described die body has the base of annular.
Concrete die trial of the present utility model, the center of wherein said annular base is connected with pipe adapter, and described air hole is positioned on the axis of pipe adapter.
Concrete die trial of the present utility model, wherein each described handle adopts screw thread to fix, and the diameter of described air hole is 2-4mm.
Concrete die trial of the present utility model can be filled into concrete in the concrete modular chamber of die body in use, makes the concrete block of test usefulness, when the needs demoulding, can grasp two handles, mention die body, again the concrete block in the concrete modular chamber be poured out.So it is simple in structure, in light weight that it has, cost is low, the characteristics that are convenient in demoulding.
Other details of concrete die trial of the present utility model and characteristics can just can be cheer and bright by reading the embodiment hereinafter encyclopaedize in conjunction with the accompanying drawings.
Description of drawings
Fig. 1 is the main pseudosection of the structural representation of available coagulation soil die trial;
Fig. 2 is the vertical view of Fig. 1;
Fig. 3 is the upward view of Fig. 1;
Fig. 4 is the main pseudosection of the structural representation of concrete die trial of the present utility model.
Embodiment
As shown in Figure 4, concrete die trial of the present utility model comprises the die body 12 that plastics are made, be provided with the concrete modular chamber 13 of band draft in the die body 12, the upper end diameter in concrete modular chamber 13 is φ 185 ± 3mm, and lower end diameter is φ 175 ± 3mm, and the degree of depth is 150 ± 3mm.Be provided with two handles 14 on the lateral wall of die body 12 symmetrically, each handle 14 adopts screw thread to fix.The bottom of die body 12 has air hole 17, and the diameter of air hole 17 is 3mm.
Have the base 15 of annular in the bottom of die body 12, the center of annular base 15 is connected with pipe adapter 16, and air hole 17 is positioned on the axis of pipe adapter 16.
Concrete die trial of the present utility model can be filled into concrete in the concrete modular chamber 13 of die body 12 in use, makes the concrete block of test usefulness, when the needs demoulding, can grasp two handles 14, mention die body 12, again the concrete block in the concrete modular chamber 13 be poured out.Also can on pipe adapter 16, connect a high-pressure air pipe, utilize gases at high pressure that concrete block is extruded.
Embodiment recited above is described preferred implementation of the present utility model; be not that design of the present utility model and scope are limited; do not breaking away under the utility model design concept prerequisite; common engineering technical personnel make the technical solution of the utility model in this area various modification and improvement; all should fall into protection domain of the present utility model; the technology contents that the utility model is asked for protection all is documented in claims.
Claims (4)
1. concrete die trial, it is characterized in that the die body (12) that comprises that plastics are made, be provided with the concrete modular chamber (13) of band draft in the described die body (12), be provided with two handles (14) on the lateral wall of die body (12) symmetrically, the bottom of die body (12) has air hole (17).
2. concrete die trial according to claim 1, the upper end diameter that it is characterized in that described concrete modular chamber (13) is φ 185 ± 3mm, lower end diameter is φ 175 ± 3mm, and the degree of depth is 150 ± 3mm, and the bottom of described die body (12) has the base (15) of annular.
3. concrete die trial according to claim 2 is characterized in that the center of described annular base (15) is connected with pipe adapter (16), and described air hole (17) is positioned on the axis of pipe adapter (16).
4. concrete die trial according to claim 3 is characterized in that each described handle (14) adopts screw thread to fix, and the diameter of described air hole (17) is 2-4mm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 200320101708 CN2650107Y (en) | 2003-10-24 | 2003-10-24 | Concrete pilot model |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 200320101708 CN2650107Y (en) | 2003-10-24 | 2003-10-24 | Concrete pilot model |
Publications (1)
Publication Number | Publication Date |
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CN2650107Y true CN2650107Y (en) | 2004-10-20 |
Family
ID=34339785
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 200320101708 Expired - Fee Related CN2650107Y (en) | 2003-10-24 | 2003-10-24 | Concrete pilot model |
Country Status (1)
Country | Link |
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CN (1) | CN2650107Y (en) |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101941237A (en) * | 2009-06-11 | 2011-01-12 | 湖南邱则有专利战略策划有限公司 | Preparation method of thin-wall hollow component and moulding mould thereof |
CN102294739A (en) * | 2010-06-24 | 2011-12-28 | 湖南华廷筑邦建材有限公司 | Mold for manufacturing filling body |
CN101620042B (en) * | 2008-07-02 | 2012-02-15 | 张国志 | Method for detecting compressive strength of concrete by body sampling |
CN104890103A (en) * | 2015-05-22 | 2015-09-09 | 中国十七冶集团有限公司 | Surplus concrete utilizing device in building construction process and using method thereof |
CN105928772A (en) * | 2016-04-13 | 2016-09-07 | 江苏建筑职业技术学院 | Concrete test module consolidating by module hoop |
CN107314914A (en) * | 2016-12-28 | 2017-11-03 | 江苏苏博特新材料股份有限公司 | A kind of pneumatic process extracts the device and method of concrete hole solution |
CN107314920A (en) * | 2016-12-28 | 2017-11-03 | 江苏苏博特新材料股份有限公司 | A kind of concrete sample sample preparation device and method that hole solution is extracted for pneumatic process |
CN108663272A (en) * | 2018-05-18 | 2018-10-16 | 哈尔滨工业大学 | A kind of pressure lever type measures the device and method of concrete demoulding performance |
CN109001005A (en) * | 2018-07-19 | 2018-12-14 | 芜湖籁余新能源科技有限公司 | A kind of concrete test die suitable for microwave steam pressure |
-
2003
- 2003-10-24 CN CN 200320101708 patent/CN2650107Y/en not_active Expired - Fee Related
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101620042B (en) * | 2008-07-02 | 2012-02-15 | 张国志 | Method for detecting compressive strength of concrete by body sampling |
CN101941237A (en) * | 2009-06-11 | 2011-01-12 | 湖南邱则有专利战略策划有限公司 | Preparation method of thin-wall hollow component and moulding mould thereof |
CN102294739A (en) * | 2010-06-24 | 2011-12-28 | 湖南华廷筑邦建材有限公司 | Mold for manufacturing filling body |
CN104890103A (en) * | 2015-05-22 | 2015-09-09 | 中国十七冶集团有限公司 | Surplus concrete utilizing device in building construction process and using method thereof |
CN105928772A (en) * | 2016-04-13 | 2016-09-07 | 江苏建筑职业技术学院 | Concrete test module consolidating by module hoop |
CN107314914A (en) * | 2016-12-28 | 2017-11-03 | 江苏苏博特新材料股份有限公司 | A kind of pneumatic process extracts the device and method of concrete hole solution |
CN107314920A (en) * | 2016-12-28 | 2017-11-03 | 江苏苏博特新材料股份有限公司 | A kind of concrete sample sample preparation device and method that hole solution is extracted for pneumatic process |
CN107314914B (en) * | 2016-12-28 | 2020-04-24 | 江苏苏博特新材料股份有限公司 | Device and method for extracting concrete pore solution by air pressure method |
CN107314920B (en) * | 2016-12-28 | 2020-06-26 | 江苏苏博特新材料股份有限公司 | Concrete sample preparation device and method for extracting pore solution by air pressure method |
CN108663272A (en) * | 2018-05-18 | 2018-10-16 | 哈尔滨工业大学 | A kind of pressure lever type measures the device and method of concrete demoulding performance |
CN109001005A (en) * | 2018-07-19 | 2018-12-14 | 芜湖籁余新能源科技有限公司 | A kind of concrete test die suitable for microwave steam pressure |
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Legal Events
Date | Code | Title | Description |
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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 |