CN202330118U - Concrete block forming mold for tests - Google Patents
Concrete block forming mold for tests Download PDFInfo
- Publication number
- CN202330118U CN202330118U CN2011204874904U CN201120487490U CN202330118U CN 202330118 U CN202330118 U CN 202330118U CN 2011204874904 U CN2011204874904 U CN 2011204874904U CN 201120487490 U CN201120487490 U CN 201120487490U CN 202330118 U CN202330118 U CN 202330118U
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- Prior art keywords
- groove
- concrete
- water proof
- water
- mold
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Abstract
The utility model discloses a concrete block forming mold for tests, which comprises a plastic mold body (1). An upper end face of the mold body (1) recesses inwards to form a concrete mold block groove (2), a lower end face of the mold body (1) recesses inwards to form a water insulation groove (3) and a water passing groove (5), the concrete mold block groove (2) corresponds to the water insulation groove (3) in position, the mold body (1) is provided with a through hole (4) for communicating the concrete mold block groove (2) and the water insulation groove (3), and openings at two ends of the water passing groove (5) are respectively positioned on the outer lateral wall of the mold body (1) and the inner lateral wall of the water insulation groove (3). By means of the structure, the concrete block forming mold is simple in whole structure and convenient to achieve. Due to the water insulation groove (3), the concrete block forming mold can prevent water from accumulating in the through hole (4) to lengthen concrete solidification time.
Description
Technical field
The utility model relates to a kind of mould of concrete strength test usefulness, specifically is that the concrete block mould is used in test.
Background technology
Along with the urban construction fast development, the quantity of construction works such as building, highway, bridge grows with each passing day.Concrete is because of having abundant raw material, cheap, advantages such as production technology is simple, compressive strength is high, good endurance, strength grade wide ranges, and therefore, concrete becomes the critical materials in the construction works such as building, highway, bridge.
In the engineering construction process, quality of concrete directly has influence on the quality of engineering, and therefore concrete being made a strength test seems particularly necessary.When concrete is carried out strength test, usually adopt sampling and testing, be about to concrete and be filled in the die trial, process the concrete block of test usefulness, then concrete block is tested.Available coagulation soil die trial great majority adopt cast irons to process, and need assembling when using at every turn, and need again dismantle iron block when making the concrete block demoulding, take time and effort.In order to overcome the defective of cast iron die trial; The die trial that plastics replace iron and steel to process more receives people's favor; General plastics die trial at present is provided with the concrete modular groove and connects the through hole of concrete modular groove; When the demoulding, adopt pressure gas to act on the concrete block in the concrete modular groove, thereby concrete is ejected through through hole, easy to operate.Yet the lower ending opening of existing plastics die trial bottom through-hole directly contacts with ground, and concrete is in process of setting, and the current that flow out from through hole can be accumulated in the through hole, thereby have prolonged concrete setting time.
The utility model content
The purpose of the utility model is to overcome the deficiency of prior art, provides the test that can avoid accumulating current in the through hole to use the concrete block mould.
The purpose of the utility model mainly realizes through following technical scheme:
The concrete block mould is used in test; Comprise the die body that plastics are processed; Said die body upper surface indent constitutes the concrete modular groove, and said die body lower surface indent constitutes water proof groove and water flowing groove, and said concrete modular groove is corresponding with water proof groove position; Die body is provided with the through hole of connecting concrete modular groove and water proof groove, and said water flowing groove both ends open lays respectively at die body lateral wall and water proof groove madial wall.
Said concrete modular groove is the groove of square shape, and said water proof groove is the groove of rectangular shape.
The quantity of said concrete modular groove is three, and three concrete modular grooves are all corresponding with the position of water proof groove.The utility model is provided with three concrete modular grooves, and when increasing the sampling number of times, the concrete of three sub-samplings all can be placed in the concrete modular groove of the utility model, thereby is convenient to move and test.
Compared with prior art; The beneficial effect of the utility model is: the utility model die body lower surface indent constitutes water proof groove and water flowing groove, and the water flowing groove is connected the water proof groove with extraneous, and the concrete modular groove is corresponding with water proof groove position; Through hole is connected concrete modular groove and water proof groove; So, the utility model is when solidifying concrete, and the current that flow out from through hole in the process of setting are accumulated in the water proof groove and can flow out from the water flowing groove; And can not be accumulated in the manhole, thereby can avoid prolonging the required time of concrete setting because of accumulating current in the manhole.
Description of drawings
Fig. 1 is the structural representation of the utility model embodiment;
Fig. 2 is the structural representation of Fig. 1 after being inverted.
The pairing name of Reference numeral is called in the accompanying drawing: 1, die body, 2, the concrete modular groove, 3, the water proof groove, 4, through hole, 5, the water flowing groove.
Embodiment
Below in conjunction with embodiment and accompanying drawing the utility model is done further to specify, but the embodiment of the utility model is not limited thereto.
Embodiment:
Like Fig. 1 and shown in Figure 2, the concrete block mould is used in test, comprises die body 1, and die body 1 is made of plastics, and die body 1 upper surface indent constitutes concrete modular groove 2, and concrete modular groove 2 is the groove of square shape.Die body 1 lower surface indent constitutes water proof groove 3 and water flowing groove 5, and water proof groove 3 is the groove of rectangular shape.Concrete modular groove 2 is corresponding with water proof groove 3 positions, and die body 1 is provided with the through hole 4 of connecting concrete modular groove 2 and water proof groove 3.Die body 1 lower surface also indent constitutes water flowing groove 5, and water flowing groove 5 both ends opens lay respectively at die body 1 lateral wall and water proof groove 3 madial walls, thereby water proof groove 3 is connected with extraneous.The quantity of concrete modular groove 2 is preferably three in the present embodiment, and three concrete modular grooves 2 are all corresponding with the position of water proof groove 3.
As stated, then can well realize the utility model.
Claims (3)
1. the concrete block mould is used in test; It is characterized in that: comprise the die body (1) that plastics are processed; Said die body (1) upper surface indent constitutes concrete modular groove (2); Said die body (1) lower surface indent constitutes water proof groove (3) and water flowing groove (5); Said concrete modular groove (2) is corresponding with water proof groove (3) position, and die body (1) is provided with the through hole (4) of connecting concrete modular groove (2) and water proof groove (3), and said water flowing groove (5) both ends open lays respectively at die body (1) lateral wall and water proof groove (3) madial wall.
2. the concrete block mould is used in test according to claim 1, it is characterized in that: said concrete modular groove (2) is the groove of square shape, and said water proof groove (3) is the groove of rectangular shape.
3. the concrete block mould is used in test according to claim 1 and 2, it is characterized in that: the quantity of said concrete modular groove (2) is three, and three concrete modular grooves (2) are all corresponding with the position of water proof groove (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204874904U CN202330118U (en) | 2011-11-30 | 2011-11-30 | Concrete block forming mold for tests |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204874904U CN202330118U (en) | 2011-11-30 | 2011-11-30 | Concrete block forming mold for tests |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202330118U true CN202330118U (en) | 2012-07-11 |
Family
ID=46442096
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011204874904U Expired - Fee Related CN202330118U (en) | 2011-11-30 | 2011-11-30 | Concrete block forming mold for tests |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202330118U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103196717A (en) * | 2013-03-07 | 2013-07-10 | 同济大学 | Rock-similar sample mold capable of accurately positioning filling-type prefabricated cracks |
| CN105350766A (en) * | 2015-09-29 | 2016-02-24 | 苏州新协力特种工业模板有限公司 | Composite template |
| CN105397023A (en) * | 2015-09-29 | 2016-03-16 | 苏州新协力特种工业模板有限公司 | Form board with holes |
| CN105643766A (en) * | 2016-01-23 | 2016-06-08 | 太原理工大学 | Monomer self-vibration type forming device for concrete heat conductivity coefficient plate |
| CN111002441A (en) * | 2019-11-01 | 2020-04-14 | 华北水利水电大学 | Cementing gravel stone mold |
| JP2020101500A (en) * | 2018-12-25 | 2020-07-02 | 戸田建設株式会社 | Mold frame for concrete strength test sample |
| JP2020101501A (en) * | 2018-12-25 | 2020-07-02 | 戸田建設株式会社 | Resin mold frame for concrete strength test sample |
-
2011
- 2011-11-30 CN CN2011204874904U patent/CN202330118U/en not_active Expired - Fee Related
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103196717A (en) * | 2013-03-07 | 2013-07-10 | 同济大学 | Rock-similar sample mold capable of accurately positioning filling-type prefabricated cracks |
| CN103196717B (en) * | 2013-03-07 | 2015-07-29 | 同济大学 | A kind of rocks sample mould accurately locating packed type prefabricated crack |
| CN105350766A (en) * | 2015-09-29 | 2016-02-24 | 苏州新协力特种工业模板有限公司 | Composite template |
| CN105397023A (en) * | 2015-09-29 | 2016-03-16 | 苏州新协力特种工业模板有限公司 | Form board with holes |
| CN105643766A (en) * | 2016-01-23 | 2016-06-08 | 太原理工大学 | Monomer self-vibration type forming device for concrete heat conductivity coefficient plate |
| CN105643766B (en) * | 2016-01-23 | 2017-10-13 | 太原理工大学 | Monomer auto-oscillation type concrete thermal conductivity factor plate forming device |
| JP2020101500A (en) * | 2018-12-25 | 2020-07-02 | 戸田建設株式会社 | Mold frame for concrete strength test sample |
| JP2020101501A (en) * | 2018-12-25 | 2020-07-02 | 戸田建設株式会社 | Resin mold frame for concrete strength test sample |
| JP7202177B2 (en) | 2018-12-25 | 2023-01-11 | 戸田建設株式会社 | Formwork for concrete strength test specimen |
| JP7202178B2 (en) | 2018-12-25 | 2023-01-11 | 戸田建設株式会社 | Resin forms for concrete strength test specimens |
| CN111002441A (en) * | 2019-11-01 | 2020-04-14 | 华北水利水电大学 | Cementing gravel stone mold |
| CN111002441B (en) * | 2019-11-01 | 2021-04-06 | 华北水利水电大学 | Cementing gravel stone mold |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120711 Termination date: 20121130 |