CN207336529U - A kind of concrete expansion rate detection device - Google Patents
A kind of concrete expansion rate detection device Download PDFInfo
- Publication number
- CN207336529U CN207336529U CN201721359215.8U CN201721359215U CN207336529U CN 207336529 U CN207336529 U CN 207336529U CN 201721359215 U CN201721359215 U CN 201721359215U CN 207336529 U CN207336529 U CN 207336529U
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- China
- Prior art keywords
- cavity
- expansion rate
- concrete
- detection device
- rate detection
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Abstract
It the utility model is related to experiment field of measuring technique, and in particular to a kind of concrete expansion rate detection device, including rack, test box is provided with rack, side plate is distributed with test box annular, and waterproof cloth is connected between two neighboring side plate, cavity is formed between side plate and test chamber interior wall;Test box inside top, which is slided, is provided with top plate, also forms cavity between top plate and test chamber interior wall, sponge is both provided with cavity;The placed cavity for being used for holding concrete is formed between side plate and top plate;Collector pipe is provided with below test box, water pipe is connected between collector pipe and cavity.The utility model solves the problems, such as that the detection of concrete expansion rate is cumbersome in the prior art.
Description
Technical field
It the utility model is related to experiment field of measuring technique, and in particular to a kind of concrete expansion rate detection device.
Background technology
It is that coagulation is mixed in structural concrete to be presently used for the most economical practical method of building structure anti-crack and anti-seepage
Soil expansion agent, for the contraction of compensating concrete itself, achievees the purpose that anti-crack and anti-seepage.However, the usage amount of swelling agent wants root
Integrated according to its limited expansion rate definite, therefore, Accurate Determining limited expansion rate is to swelling agent in expansive concrete
Using critically important.
GB23439-2009《Cement expansive material》In define a kind of measure and mix the limited expansion rate of swelling agent concrete
And the equipment and assay method of limitation contract with dry rate, this equipment and assay method have the disadvantage that:First, test data is
The time point data of each age, can not while maintenance while follow-on test;Second, it is necessary to multiple suppressed zero in each test process,
Repeatedly test block is put in lift, and manual operation is cumbersome;3rd, it is more demanding to concrete test block surface cleanness degree, and clean-up performance is straight
Influence the accuracy of test;4th, it is more demanding to concrete test block forming process, once concrete test block and equipment contact surface
When there is uneven or losing fangle or non-standard cuboid, limited expansion rate test accuracy will be greatly affected;The
Five, test process consumption manpower is more, needs two people to coordinate and completes, wherein a people is responsible for controlling test block, another people is responsible for thousand points of control
Table gauge head.
Utility model content
The utility model is intended to provide a kind of concrete expansion rate detection device, to solve concrete expansion in the prior art
The problem of rate detection is cumbersome.
In order to reach such scheme, the utility model provides following technical solution:
A kind of concrete expansion rate detection device, including rack, test box, the distribution of test box annular are provided with rack
There are several side plates, waterproof cloth is connected between two neighboring side plate, cavity is formed between the side plate and test chamber interior wall;Survey
Slideslip is provided with top plate in examination box top, also forms cavity between the top plate and test chamber interior wall, is all provided with the cavity
It is equipped with sponge;The placed cavity for being used for holding concrete is formed between side plate and top plate;Collector pipe is provided with below test box, it is described
Water pipe is communicated between collector pipe and cavity.
The principle of the utility model is:
Rack is used to support test box, and side plate and top plate are used to form cavity and placed cavity, while for completely cutting off concrete
Sample;Placed cavity is used to hold the concrete sample for needing to detect, and cavity is used to place sponge, and side plate and top plate are slided and set
Put in test box, become larger by concrete sample swelling volume and extrude side plate and top plate, in side plate and top plate extruding cavity
Sponge;Waterproof cloth is used for connecting lateral plate so that side plate can also form an entirety after sliding isolates concrete, at the same time
The water for preventing from extruding in sponge is flowed in placed cavity;Water pipe is used to conveying the water extruded in sponge, collector pipe be used to collecting from
The water flowed out in water pipe, judges the expansion rate of concrete by observing the water level in collector pipe.
The beneficial effects of the utility model are:
1. the utility model utilizes the sponge of concrete extrusion water suction, the water in sponge is collected into collecting pipe, according to
Water level in collecting pipe judges the expansion rate of concrete, easy to operate;
2. cavity is formed respectively on the utility model surrounding and top in test box, sponge is respectively provided with cavity, can be at the same time
Detect the degrees of expansion of concrete in all directions, accuracy of detection higher.
Further, it is provided with circular bubble in the rack.Circular bubble is used for the process in the test of concrete expansion rate
Middle convenience observes whether the test box is in formation state, and test is proved when the center bubble of the circular bubble is located at middle
Case is located at formation state, otherwise, it is necessary to adjust the position of test box.
Further, the collector pipe is transparent pipe.Transparent collector pipe is easy to the water level in observation collector pipe.
Further, it is provided with scale on the tube wall that catchments.Catchmenting, scale is set on tube wall, can be more directly perceived
With the water level in accurate observation collector pipe.
Further, the top board undersurface is provided with cover film.Cover film is used to seal and isolate mixed in placed cavity
Solidifying soil, avoids external environment from influencing testing result.
Further, the cover film is plastic film.The leakproofness of plastic film is preferable, can be preferably by concrete
It is isolated from the outside.
Further, the thickness of the cover film is 10mm.So that the better tightness of cover film.
Brief description of the drawings
Fig. 1 is a kind of schematic diagram of concrete expansion rate detection device embodiment of the utility model.
Embodiment
The utility model is described in further detail below by embodiment:
Reference numeral in Figure of description includes:Rack 1, test box 2, placed cavity 21, cavity 22, side plate 3, top plate
31st, sponge 32, water pipe 4, collector pipe 41, circular bubble 5.
Embodiment is substantially as shown in Figure 1:
A kind of concrete expansion rate detection device of the utility model, including rack 1, are placed with test box 2 in rack 1, survey
Examination 2 inside top of case slidably connects top plate 31, and cavity 22, top plate 31 are formed between top plate 31 and the inner wall at the top of test box 2
Bottom surface is covered with the plastic film that thickness is 10mm;Side plate 3 is all around slidably fitted with test box 2, is shown in figure
Two blocks of left and right side plate 3, is connected with waterproof cloth between adjacent two blocks of side plates 3;Formed between 2 or so inner wall of side plate 3 and test box empty
Chamber 22, forms the placed cavity 21 for being used for holding concrete between side plate 3 and top plate 31.
Sponge 32 is provided with cavity 22, as shown in Figure 1, the quantity of sponge 32 is 3, and 32 both ends of sponge of top are fixed
It is connected between 2 inner wall of top plate 31 and test box, two pieces of 32 both ends of sponge in left and right cavity 22 are fixedly connected on side plate 3 and survey
Between examination 2 inner wall of case.The cavity 22 of top and the cavity 22 of left and right are communicated with water pipe 4, test in the rack 1 of lower section and are provided with
The graduated collector pipe 41 of transparent band, the water pipe 4 are connected with collector pipe 41.Circle is installed in the rack 1 in the left side of test box 2
Spirit level 5.
During using the utility model, the slurry of the concrete sample stirred evenly is slowly injected into placed cavity 21, is loaded
The slurry top surface of concrete sample offset with top plate 31, wait Concrete in Natural cooling.Plastic film is used to seal and completely cut off
Concrete, avoids external environment from influencing the test result of concrete, the thickness of plastic film is arranged to 10mm so that sealing effect
Fruit is more preferable.
Volumetric expansion after concrete cooling, side plate 3 and top plate 31 are under the active force of concrete expansion to 2 inner wall of test box
Slip, side plate 3 and top plate 31 extrude the sponge 32 in test box 2 in left and right cavity 22 and top cavity 22 respectively, when initial,
Being inhaled in sponge 32 has water, and can not be leaked out in the water under the action of no external force in sponge 32 from sponge 32;When sponge 32 is subject to
After the extruding force of side plate 3 and top plate 31, sponge 32 deforms upon, and the water in sponge 32 is extruded outside sponge 32, and the water of extrusion is suitable
Water pipe 4 to flow in collector pipe 41, due to being connected with waterproof cloth between two neighboring side plate 3, waterproof cloth can be slided in side plate 3
Afterwards so that side plate 3 also can be connected to an entirety, so as to completely cut off concrete, the water for avoiding extruding in sponge 32 flows to placed cavity
In 21, testing result is influenced;The water level in collector pipe 41 is observed, the corresponding scale value of the water level is converted in sponge 32 and is extruded
Water volume, then the volume of water is converted to the expansion rate of concrete, so just complete the detection of concrete expansion rate.
Above-described is only the embodiment of the utility model, and the general knowledge such as known concrete structure and characteristic is herein in scheme
Do not describe excessively.It should be pointed out that for those skilled in the art, the premise of the utility model structure is not being departed from
Under, several modifications and improvements can also be made, these should also be considered as the scope of protection of the utility model, these are all without influence
The effect and practical applicability that the utility model is implemented.This application claims protection domain should be with the content of its claim
Subject to, the record such as embodiment in specification can be used for the content for explaining claim.
Claims (7)
- A kind of 1. concrete expansion rate detection device, it is characterised in that:Including rack, test box, test box are provided with rack Several side plates are distributed with annular, waterproof cloth are connected between two neighboring side plate, between the side plate and test chamber interior wall Form cavity;Test box inside top, which is slided, is provided with top plate, and cavity is also formed between the top plate and test chamber interior wall, described Sponge is both provided with cavity;The placed cavity for being used for holding concrete is formed between side plate and top plate;It is provided with below test box Collector pipe, water pipe is communicated between the collector pipe and cavity.
- 2. concrete expansion rate detection device as claimed in claim 1, it is characterised in that:Round level is provided with the rack Device.
- 3. concrete expansion rate detection device as claimed in claim 2, it is characterised in that:The collector pipe is transparent pipe.
- 4. concrete expansion rate detection device as claimed in claim 3, it is characterised in that:It is provided with the tube wall that catchments Scale.
- 5. concrete expansion rate detection device as claimed in claim 4, it is characterised in that:The top board undersurface is provided with covering Film.
- 6. concrete expansion rate detection device as claimed in claim 5, it is characterised in that:The cover film is thin for plastics Film.
- 7. concrete expansion rate detection device as claimed in claim 6, it is characterised in that:The thickness of the cover film is 10mm。
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201721359215.8U CN207336529U (en) | 2017-10-20 | 2017-10-20 | A kind of concrete expansion rate detection device |
Applications Claiming Priority (1)
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CN201721359215.8U CN207336529U (en) | 2017-10-20 | 2017-10-20 | A kind of concrete expansion rate detection device |
Publications (1)
Publication Number | Publication Date |
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CN207336529U true CN207336529U (en) | 2018-05-08 |
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ID=62365386
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CN201721359215.8U Expired - Fee Related CN207336529U (en) | 2017-10-20 | 2017-10-20 | A kind of concrete expansion rate detection device |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113376360A (en) * | 2021-06-02 | 2021-09-10 | 广东龙湖科技股份有限公司 | Method for testing expansion rate of gypsum powder and application thereof |
-
2017
- 2017-10-20 CN CN201721359215.8U patent/CN207336529U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113376360A (en) * | 2021-06-02 | 2021-09-10 | 广东龙湖科技股份有限公司 | Method for testing expansion rate of gypsum powder and application thereof |
CN113376360B (en) * | 2021-06-02 | 2022-03-22 | 广东龙湖科技股份有限公司 | Method for testing expansion rate of gypsum powder and application thereof |
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Date | Code | Title | Description |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180508 Termination date: 20181020 |
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CF01 | Termination of patent right due to non-payment of annual fee |