CN114384234A - Device and method for measuring fluidity and wet density of freshly-mixed foam concrete - Google Patents

Device and method for measuring fluidity and wet density of freshly-mixed foam concrete Download PDF

Info

Publication number
CN114384234A
CN114384234A CN202111645185.8A CN202111645185A CN114384234A CN 114384234 A CN114384234 A CN 114384234A CN 202111645185 A CN202111645185 A CN 202111645185A CN 114384234 A CN114384234 A CN 114384234A
Authority
CN
China
Prior art keywords
cylinder
foam concrete
hammering
motor
plate
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.)
Pending
Application number
CN202111645185.8A
Other languages
Chinese (zh)
Inventor
喻官海
邓亚庆
郑泽军
徐东
陈培生
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Yichang Yizhi Building Materials Co ltd
Original Assignee
Yichang Yizhi Building Materials Co ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Yichang Yizhi Building Materials Co ltd filed Critical Yichang Yizhi Building Materials Co ltd
Priority to CN202111645185.8A priority Critical patent/CN114384234A/en
Publication of CN114384234A publication Critical patent/CN114384234A/en
Pending legal-status Critical Current

Links

Images

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N33/00Investigating or analysing materials by specific methods not covered by groups G01N1/00 - G01N31/00
    • G01N33/38Concrete; Lime; Mortar; Gypsum; Bricks; Ceramics; Glass
    • G01N33/383Concrete or cement

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Medicinal Chemistry (AREA)
  • Food Science & Technology (AREA)
  • Ceramic Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Analytical Chemistry (AREA)
  • Biochemistry (AREA)
  • General Health & Medical Sciences (AREA)
  • General Physics & Mathematics (AREA)
  • Immunology (AREA)
  • Pathology (AREA)
  • Investigating Or Analyzing Materials By The Use Of Ultrasonic Waves (AREA)

Abstract

A device for measuring the fluidity and the wet density of freshly-mixed foam concrete comprises a first barrel, wherein a receiving hopper is arranged above the first barrel, a rotary scraping mechanism is arranged between the receiving hopper and the first barrel, the bottom of the first barrel is provided with an adjusting bottom plate, a second barrel is arranged below the adjusting bottom plate, a transparent fixing plate is arranged below the second barrel, the bottom surface of the transparent fixing plate is provided with a track, a sliding block is arranged in the track, and the transparent fixing plate is fixed on a bottom support; a hammering mechanism is further sleeved on the side wall of the first cylinder; the bottom support is fixed on an L-shaped bracket, a vertical cavity is arranged in a vertical section of the bracket, and the hammering mechanism is fixed on the vertical section of the bracket; the side wall of the first cylinder body is also fixedly provided with a lifting claw which transversely extends into the vertical cavity. The invention adopts the structure to solve the problems of non-standard concrete fluidity and wet density measuring method, complex operation and poor precision in the background technology.

Description

Device and method for measuring fluidity and wet density of freshly-mixed foam concrete
Technical Field
The invention relates to the field of concrete detection devices, in particular to a device and a method for measuring the fluidity and the wet density of freshly-mixed foam concrete.
Background
The application of the foam concrete in the construction field is an industrial hotspot, and the foam concrete accounts for more than half of the cast-in-place foam concrete due to large construction amount, lower comprehensive cost and continuous increase of application amount. At present, a plurality of production and construction units in China use a large amount of foam concrete in various projects, the foam concrete is used for road and bridge filling projects, civil buildings, novel heat-insulating materials and the like, and becomes the mainstream of industrial application, and a great amount of economic and social benefits are obtained. However, foam concrete compares with traditional concrete, each side performance difference is very big, newly stir foam concrete and to keeping warm, performance such as fire prevention has certain requirement, at present in the construction pouring process, the construction operation is extensive, on detecting newly stir foam concrete mobility and wet density performance index, traditional measurement mode sample is not standard, complex operation etc. the measuring result error that leads to is big, seriously influence the subsequent engineering application of newly stir foam concrete, how to solve high-efficient accurate quick measurement foam concrete mobility and wet density on traditional technology or device, be a technical problem who awaits the solution urgently.
Disclosure of Invention
The invention aims to solve the technical problem of providing a device and a method for measuring the fluidity and the wet density of freshly-mixed foam concrete, which are used for solving the problems of non-standard concrete fluidity and wet density measuring methods, complex operation and poor precision in the background technology.
In order to solve the technical problems, the technical scheme adopted by the invention is as follows: a device for measuring the fluidity and the wet density of freshly-mixed foam concrete comprises a first barrel, wherein a receiving hopper is arranged above the first barrel, a rotary scraping mechanism is arranged between the receiving hopper and the first barrel, the bottom of the first barrel is provided with an adjusting bottom plate, a second barrel is arranged below the adjusting bottom plate, a transparent fixed plate is arranged below the second barrel, the bottom surface of the transparent fixed plate is provided with a track, a sliding block is arranged in the track, and the transparent fixed plate is fixed on a bottom support;
a hammering mechanism is further sleeved on the side wall of the first cylinder;
the bottom support is fixed on an L-shaped bracket, a vertical cavity is arranged in a vertical section of the bracket, and the hammering mechanism is fixed on the vertical section of the bracket;
the side wall of the first cylinder body is further fixedly provided with a lifting claw, the lifting claw is L-shaped, the lifting claw transversely extends into the vertical cavity, a rack is arranged on a vertical section of the lifting claw positioned in the vertical cavity, a first gear meshed with the rack is arranged in the vertical cavity, and the first gear is driven by a motor.
In the preferred scheme, a material collecting groove is arranged on the side wall of the first cylinder, and the top surface of the material collecting groove is flush with the top surface of the first cylinder;
the material collecting groove consists of two semicircular groove bodies, a connecting groove and a connecting column are arranged on the end face of the material collecting groove, and the two semicircular groove bodies are spliced into a whole through the connecting groove and the connecting column in an occluded mode.
In the preferred scheme, connect and be equipped with the motor support in the hopper, be equipped with first motor on the motor support, the first motor axle downwardly extending of first motor extends to and connects hopper bottom opening part and is connected fixedly with rotatory scraper mechanism.
In a preferable scheme, the rotary scraping mechanism is a cross-shaped rod member consisting of two rods, and the rotary scraping mechanism is arranged in a gap between the first cylinder and the receiving hopper.
In the preferred scheme, a limit ring plate is arranged on the side wall of the first cylinder, and the material collecting groove is detachably arranged on the limit ring plate.
In a preferred scheme, the hammering mechanism consists of a cylindrical part and a rectangular body part, wherein a first cavity is arranged in the cylindrical part, and a second cavity is arranged in the rectangular body part;
the first cylinder penetrates through the cylindrical part, a rotary toothed ring is arranged in the first cavity, a second motor is arranged in the second cavity, a second gear is arranged on the second motor, and the second gear penetrates through a hole formed in a partition plate between the cylindrical part and the rectangular body and is meshed with teeth on the outer wall of the rotary toothed ring;
a through hole for the first cylinder to pass through is formed in the middle of the rotary toothed ring, ratchets are arranged on the inner wall of the through hole, a plurality of hammering rods are uniformly distributed on the inner wall of the first chamber, the upper ends of the hammering rods extend into the through hole and are in contact with the ratchets, and rubber hammers are arranged at the lower ends of the hammering rods;
the periphery of the bottom surface of the rotating gear ring is provided with a limiting ring, and the limiting ring is matched with an installation groove extending outwards from the top of the first cavity.
In the preferred scheme, the inner wall of the first cavity is provided with a hinged seat, the hammering rod is arranged on the hinged seat through a hinged pin shaft, the hinged point is positioned in the middle of the hammering rod, and a torsion spring is arranged between the hinged seat and the hammering rod.
In the preferred scheme, a blanking hole for blanking is formed in the adjusting bottom plate, and the aperture of the blanking hole is the same as and aligned with the inner diameter of the second cylinder below the adjusting bottom plate;
blanking hole top be equipped with two striker plates, two striker plates set up on adjusting the bottom plate through the articulated shaft respectively, are equipped with the bar groove on adjusting the bottom plate between the articulated shaft of two striker plates, the bar inslot is equipped with the push rod, outside push rod one end extended to adjusting the bottom plate, be equipped with the kicking block on the other end, kicking block and striker plate contact.
The method for measuring the fluidity and the wet density of the freshly mixed foam concrete based on the measuring device comprises the following steps:
1) adding fresh foam concrete into the first cylinder through a receiving hopper;
2) starting a first motor, and driving a rotary scraping mechanism to scrape redundant foam concrete on the top surface of the first cylinder;
3) starting a driving mechanism of the first gear and a second motor, driving the first cylinder to move up and down through the lifting claw, and enabling the ratchets to be matched with the hammering rod through the second motor to realize continuous hammering of the rubber hammer on the first cylinder;
4) recording the foam concrete mass M in this state after completion of hammering1
5) Repeating the steps 1) to 4) until the foam concrete in the first cylinder is filled, and recording the quality M of the foam concrete in the state2
6) Pushing the push rod to enable the ejector block to jack the striker plate, and enabling the foam concrete to fall into the second cylinder;
7) the push rod is pulled back to reset the striker plate;
8) starting a driving mechanism of the first gear to enable the first cylinder to drive the second cylinder to ascend integrally, so that the foam concrete collapses freely;
9) and after standing for 1min, moving the slide block to the edge of the collapsed foam concrete by adjusting the position of the slide block in the track, and recording collapse data.
In the preferred scheme, the ejector block arranged at the end part of the push rod adopts a magnet, and the striker plate is driven to reset through magnetic attraction when the push rod is pulled back.
The device and the method for measuring the fluidity and the wet density of the freshly mixed foam concrete have the following beneficial effects by adopting the structure and the method:
(1) the method simplifies the operation steps of measuring the fluidity and the wet density of the freshly mixed foam concrete, reduces the interference of human factors, and ensures the precision of detection data on the basis of reducing the complexity of operation;
(2) the device is adopted to carry out semi-automatic measurement on the fluidity and the wet density of the freshly mixed foam concrete, and the intellectualization of concrete performance detection operation is realized by matching with an automatic hammering and scraping mechanism.
Drawings
The invention is further illustrated by the following examples in conjunction with the accompanying drawings:
fig. 1 is a schematic view of the overall structure of the present invention.
Fig. 2 is a schematic diagram of the explosive structure of the present invention.
Fig. 3 is a schematic structural diagram of the hammer mechanism of the present invention.
Fig. 4-5 are schematic structural views of the rubber hammer of the present invention in different states.
Fig. 6 is a schematic view of the overall structure of the rotary ring gear of the present invention.
Fig. 7 is a schematic view of a half-section structure of the rotary ring gear of the present invention.
Fig. 8 is a schematic structural view of an adjusting bottom plate of the striker plate in a closed state.
Fig. 9 is a schematic structural view of an adjusting bottom plate of the striker plate in an unfolded state.
In the figure: the material collecting device comprises a first barrel 1, a limit ring plate 101, a material receiving hopper 2, a rotary scraping mechanism 3, a material collecting groove 4, a connecting groove 401, a connecting column 402, a hammering mechanism 5, a first chamber 501, a second chamber 502, a lifting claw 6, a rack 7, a support 8, a vertical cavity 801, a first gear 9, an adjusting bottom plate 10, a blanking hole 1001, a strip-shaped groove 1002, a second barrel 11, a transparent fixing plate 12, a track 13, a sliding block 14, a bottom support 15, a motor support 16, a first motor 17, a first motor shaft 171, a rotary gear ring 18, a through hole 181, a ratchet 182, a limit ring 183, a hammering rod 19, a rubber hammer 191, a hinged seat 20, a hinged pin shaft 21, a torsion spring 22, a second motor 23, a second gear 24, a material blocking plate 25, a hinged shaft 251, a push rod 26 and a top block 261.
Detailed Description
Example 1:
a measuring device for fluidity and wet density of freshly-mixed foam concrete comprises a first barrel body 1, wherein a receiving hopper 2 is arranged above the first barrel body 1, a rotary scraping mechanism 3 is arranged between the receiving hopper 2 and the first barrel body 1, an adjusting bottom plate 10 is arranged at the bottom of the first barrel body 1, a second barrel body 11 is arranged below the adjusting bottom plate 10, a transparent fixing plate 12 is arranged below the second barrel body 11, a track 13 is arranged on the bottom surface of the transparent fixing plate 12, a slide block 14 is arranged in the track 13, and the transparent fixing plate 12 is fixed on a bottom support 15;
the side wall of the first cylinder 1 is also sleeved with a hammering mechanism 5;
the bottom support 15 is fixed on the L-shaped support 8, a vertical cavity 801 is arranged in a vertical section of the support 8, and the hammering mechanism 5 is fixed on the vertical section of the support 8;
the side wall of the first barrel body 1 is further fixed with a lifting claw 6, the lifting claw 6 is L-shaped, the lifting claw 6 transversely extends into the vertical cavity 801, a rack 7 is arranged on a vertical section of the lifting claw 6 located in the vertical cavity 801, a first gear 9 meshed with the rack 7 is arranged in the vertical cavity 801, and the first gear 9 is driven by a motor.
In the preferred scheme, a material collecting groove 4 is arranged on the side wall of the first cylinder 1, and the top surface of the material collecting groove 4 is flush with the top surface of the first cylinder 1;
the trough 4 that gathers materials constitute by two semicircle cell bodies, be equipped with spread groove 401 and spliced pole 402 on the terminal surface of trough 4 that gathers materials, form wholly through spread groove 401 and spliced pole 402 interlock concatenation between two semicircle cell bodies.
In a preferable scheme, a motor support 16 is arranged in the material receiving hopper 2, a first motor 17 is arranged on the motor support 16, and a first motor shaft 171 of the first motor 17 extends downwards to an opening at the bottom of the material receiving hopper 2 and is fixedly connected with the rotary scraping mechanism 3.
In a preferred scheme, the rotary scraping mechanism 3 is a cross-shaped rod member consisting of two rods, and the rotary scraping mechanism 3 is arranged in a gap between the first cylinder 1 and the receiving hopper 2.
In a preferred scheme, a limit ring plate 101 is arranged on the side wall of the first cylinder 1, and the material collecting groove 4 is detachably arranged on the limit ring plate 101.
In a preferred scheme, the hammering mechanism 5 is composed of a cylindrical part and a rectangular body part, wherein a first cavity 501 is arranged in the cylindrical part, and a second cavity 502 is arranged in the rectangular body part;
the first cylinder 1 penetrates through the cylindrical part, the rotary toothed ring 18 is arranged in the first cavity 501, the second motor 23 is arranged in the second cavity 502, the second motor 23 is provided with a second gear 24, and the second gear 24 penetrates through a hole formed in a partition plate between the cylindrical part and the rectangular body and is meshed with teeth on the outer wall of the rotary toothed ring 18;
a through hole 181 for the first cylinder 1 to pass through is formed in the middle of the rotary toothed ring 18, ratchets 182 are formed on the inner wall of the through hole 181, a plurality of hammering rods 19 are uniformly distributed on the inner wall of the first chamber 501, the upper ends of the hammering rods 19 extend into the through hole 181 and are in contact with the ratchets 182, and rubber hammers 191 are arranged at the lower ends of the hammering rods 19;
the periphery of the bottom surface of the rotating gear ring 18 is provided with a limiting ring 183, and the limiting ring 183 is matched with an installation groove extending outwards from the top of the first chamber 501.
In a preferred scheme, the inner wall of the first chamber 501 is provided with a hinged seat 20, the hammering rod 19 is arranged on the hinged seat 20 through a hinged pin 21, the hinged point is located in the middle of the hammering rod 19, and a torsion spring 22 is arranged between the hinged seat 20 and the hammering rod 19.
In a preferred scheme, a blanking hole 1001 for blanking is arranged on the adjusting bottom plate 10, and the aperture of the blanking hole 1001 is the same as and aligned with the inner diameter of the second cylinder 11 below the adjusting bottom plate 10;
unloading hole 1001 top be equipped with two striker plates 25, two striker plates 25 set up on adjusting plate 10 through articulated shaft 251 respectively, be equipped with a bar groove 1002 on adjusting plate 10 between articulated shaft 251 of two striker plates 25, be equipped with push rod 26 in the bar groove 1002, outside push rod 26 one end extended to adjusting plate 10, be equipped with kicking block 261 on the other end, kicking block 261 and striker plate 25 contact.
In this example:
the inner diameter of the first cylinder 1 is set as 108mm +/-2 mm, the clear height is 108mm +/-2 mm, and the volume V of the first cylinder 1 is controlled to be constant 0.1m3
The length of a scraper of the rotary scraping mechanism 3 is 120mm, and the scraper with the diameter larger than that of the first cylinder 1 ensures that the excessive concrete is scraped completely;
the inner diameter of the material collecting groove 4 is larger than the outer diameter of the first cylinder body 1 by 2-3 cm, and the material collecting groove is used for collecting scraped redundant concrete and facilitating centralized processing after detection operation is completed.
Example 2:
the method for measuring wet density of fresh foam concrete based on the measuring device in the embodiment 1 comprises the following steps:
1) adding fresh foam concrete into the first cylinder 1 through a receiving hopper 2;
2) starting the first motor 17 to drive the rotary scraping mechanism 3 to scrape off the redundant foam concrete on the top surface of the first cylinder 1;
3) starting a driving mechanism of the first gear 9 and the second motor 23, driving the first cylinder 1 to move up and down through the lifting pawl 6, and enabling the ratchet teeth 182 to be matched with the hammering rod 19 through the second motor 23 to realize continuous hammering of the first cylinder 1 by the rubber hammer 191;
4) recording the foam concrete mass M in this state after completion of hammering1
5) Repeating the steps1-4 until the foam concrete in the first cylinder 1 is filled, and recording the foam concrete quality M in that state2
In this example, the obtained data M are detected1And M2By substituting the formula:
Figure BDA0003443370530000061
wherein V is the volume of the first cylinder 1 and is constant 0.1m3
In this example, a gravity sensor can be optionally designed on the transparent fixed plate 12 for realizing M1And M2Automated measurement of (3).
Example 3:
the fluidity of the foam concrete was measured in the following manner based on example 2:
1) pushing the push rod 26 to enable the top block 261 to push the striker plate 25, enabling the foam concrete to fall into the second cylinder 11, and waiting for at least 10 seconds, so that the concrete does not fall any more;
2) the push rod 26 is pulled back to reset the striker plate 25;
3) starting a driving mechanism of the first gear 9 to enable the first cylinder 1 to drive the second cylinder 11 to ascend integrally, wherein the ascending speed is controlled to be 10mm/s, and the ascending height is 80mm (larger than the integral height of the second cylinder 11), so that the foam concrete can freely collapse;
4) after standing for 1min, the slide block 14 is moved to the edge of the collapsed foam concrete by adjusting the position of the slide block 14 in the track 13, and collapse data a is recorded1And b1,a1And b1The distance between two sliders 14 in two mutually perpendicular tracks 13.
By applying the above obtained data a1And b1By substituting into formulas
L=(a1+b1) And/2, obtaining concrete fluidity data.
In the preferred scheme, the top block 261 arranged at the end of the push rod 26 is a magnet, and the baffle plate 25 is driven to reset through magnetic attraction when the push rod 26 is pulled back.
In the above embodiment, the sliders 14 may be provided with light sensors for realizing the automatic movement of the sliders 14, and the two sliders 14 in the same track 13 are provided with infrared distance measuring sensors for realizing the data a1And b1Automated measurement of (3).

Claims (10)

1. A device for measuring the fluidity and the wet density of freshly mixed foam concrete is characterized in that: the material scraping device comprises a first barrel body (1), wherein a material receiving hopper (2) is arranged above the first barrel body (1), a rotary material scraping mechanism (3) is arranged between the material receiving hopper (2) and the first barrel body (1), an adjusting bottom plate (10) is arranged at the bottom of the first barrel body (1), a second barrel body (11) is arranged below the adjusting bottom plate (10), a transparent fixing plate (12) is arranged below the second barrel body (11), a track (13) is arranged on the bottom surface of the transparent fixing plate (12), a sliding block (14) is arranged in the track (13), and the transparent fixing plate (12) is fixed on a bottom support (15);
the side wall of the first cylinder (1) is also sleeved with a hammering mechanism (5);
the bottom support (15) is fixed on the L-shaped support (8), a vertical cavity (801) is arranged in the vertical section of the support (8), and the hammering mechanism (5) is fixed on the vertical section of the support (8);
the side wall of the first barrel body (1) is further fixed with a lifting claw (6), the lifting claw (6) is L-shaped, the lifting claw (6) transversely extends into the vertical cavity (801), a rack (7) is arranged on a vertical section of the lifting claw (6) located in the vertical cavity (801), a first gear (9) meshed with the rack (7) is arranged in the vertical cavity (801), and the first gear (9) is driven by a motor.
2. The apparatus for measuring fluidity and wet density of freshly mixed foam concrete according to claim 1, wherein: a material collecting groove (4) is arranged on the side wall of the first cylinder (1), and the top surface of the material collecting groove (4) is flush with the top surface of the first cylinder (1);
the material collecting groove (4) is composed of two semicircular groove bodies, a connecting groove (401) and a connecting column (402) are arranged on the end face of the material collecting groove (4), and the two semicircular groove bodies are meshed and spliced through the connecting groove (401) and the connecting column (402) to form a whole.
3. The apparatus for measuring fluidity and wet density of freshly mixed foam concrete according to claim 1, wherein: connect hopper (2) in be equipped with motor support (16), be equipped with first motor (17) on motor support (16), first motor shaft (171) downwardly extending of first motor (17) connect hopper (2) bottom opening part and with rotatory scraping mechanism (3) be connected fixedly.
4. The apparatus for measuring fluidity and wet density of freshly mixed foam concrete according to claim 3, wherein: the rotary scraping mechanism (3) is a cross-shaped rod piece consisting of two rods, and the rotary scraping mechanism (3) is arranged in a gap between the first cylinder (1) and the material receiving hopper (2).
5. The apparatus for measuring fluidity and wet density of fresh foam concrete according to claim 2, wherein: the side wall of the first cylinder body (1) is provided with a limiting ring plate (101), and the material collecting groove (4) is detachably arranged on the limiting ring plate (101).
6. The apparatus for measuring fluidity and wet density of freshly mixed foam concrete according to claim 1, wherein: the hammering mechanism (5) consists of a cylindrical part and a rectangular body part, wherein a first cavity (501) is arranged in the cylindrical part, and a second cavity (502) is arranged in the rectangular body part;
the first cylinder (1) penetrates through the cylindrical part, a rotary toothed ring (18) is arranged in the first cavity (501), a second motor (23) is arranged in the second cavity (502), a second gear (24) is arranged on the second motor (23), and the second gear (24) penetrates through a hole formed in a partition plate between the cylindrical part and the rectangular body and is meshed with teeth on the outer wall of the rotary toothed ring (18);
a through hole (181) for the first cylinder (1) to pass through is formed in the middle of the rotary toothed ring (18), ratchets (182) are arranged on the inner wall of the through hole (181), a plurality of hammering rods (19) are uniformly distributed on the inner wall of the first chamber (501), the upper ends of the hammering rods (19) extend into the through hole (181) and are in contact with the ratchets (182), and rubber hammers (191) are arranged at the lower ends of the hammering rods (19);
the periphery of the bottom surface of the rotary gear ring (18) is provided with a limiting ring (183), and the limiting ring (183) is matched with an installation groove extending outwards from the top of the first cavity (501).
7. The apparatus for measuring fluidity and wet density of fresh foam concrete according to claim 6, wherein: first cavity (501) inner wall on be equipped with articulated seat (20), hammering pole (19) set up on articulated seat (20) through articulated round pin axle (21), the pin joint is located hammering pole (19) middle part, be equipped with torsion spring (22) between articulated seat (20) and hammering pole (19).
8. The apparatus for measuring fluidity and wet density of freshly mixed foam concrete according to claim 1, wherein: a blanking hole (1001) for blanking is formed in the adjusting bottom plate (10), and the aperture of the blanking hole (1001) is the same as and aligned with the inner diameter of the second cylinder (11) below the adjusting bottom plate (10);
blanking hole (1001) top be equipped with two striker plates (25), two striker plates (25) set up on adjusting bottom plate (10) through articulated shaft (251) respectively, be equipped with one bar groove (1002) on adjusting bottom plate (10) between articulated shaft (251) of two striker plates (25), be equipped with push rod (26) in bar groove (1002), push rod (26) one end extends to outside adjusting bottom plate (10), is equipped with kicking block (261) on the other end, kicking block (261) and striker plate (25) contact.
9. The method for measuring the fluidity and wet density of fresh foam concrete according to any one of claims 1 to 8, comprising the steps of:
1) adding fresh foam concrete into the first cylinder (1) through the receiving hopper (2);
2) starting a first motor (17) to drive a rotary scraping mechanism (3) to scrape redundant foam concrete on the top surface of the first cylinder (1);
3) starting a driving mechanism of the first gear (9) and the second motor (23), driving the first cylinder (1) to move up and down through the lifting claw (6) and enabling the ratchet (182) to be matched with the hammering rod (19) through the second motor (23) to realize continuous hammering of the first cylinder (1) by the rubber hammer (191);
4) recording the foam concrete mass M in this state after completion of hammering1
5) Repeating the steps 1) to 4) until the foam concrete in the first cylinder body (1) is filled, and recording the quality M of the foam concrete in the state2
6) Pushing the push rod (26) to enable the ejector block (261) to jack the striker plate (25), and enabling the foam concrete to fall into the second cylinder (11);
7) the push rod (26) is pulled back to reset the striker plate (25);
8) starting a driving mechanism of the first gear (9) to enable the first cylinder (1) to drive the second cylinder (11) to integrally ascend, so that the foam concrete freely collapses;
9) and after the concrete is static for 1min, the slide block (14) is moved to the edge of the collapsed foam concrete by adjusting the position of the slide block (14) in the track (13), and the collapse data is recorded.
10. The method of claim 9, wherein the method comprises the steps of: the ejector block (261) arranged at the end part of the push rod (26) adopts a magnet, and the baffle plate (25) is driven to reset through magnetic attraction when the push rod (26) is pulled back.
CN202111645185.8A 2021-12-29 2021-12-29 Device and method for measuring fluidity and wet density of freshly-mixed foam concrete Pending CN114384234A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202111645185.8A CN114384234A (en) 2021-12-29 2021-12-29 Device and method for measuring fluidity and wet density of freshly-mixed foam concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202111645185.8A CN114384234A (en) 2021-12-29 2021-12-29 Device and method for measuring fluidity and wet density of freshly-mixed foam concrete

Publications (1)

Publication Number Publication Date
CN114384234A true CN114384234A (en) 2022-04-22

Family

ID=81200575

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202111645185.8A Pending CN114384234A (en) 2021-12-29 2021-12-29 Device and method for measuring fluidity and wet density of freshly-mixed foam concrete

Country Status (1)

Country Link
CN (1) CN114384234A (en)

Citations (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2091572A (en) * 1981-01-23 1982-08-04 Thermal Structures Ltd Production of foamed concrete
KR960011006A (en) * 1994-09-01 1996-04-20 강병산 Concrete pouring in trench using Styropole ball
CN1558232A (en) * 2004-02-05 2004-12-29 哈尔滨工业大学 Slumping instrument
CN202175247U (en) * 2011-03-15 2012-03-28 吉林大学 Special wax-sealed carton in soil density measuring method
JP2015064201A (en) * 2013-09-24 2015-04-09 株式会社加藤建設 Method for testing wet density of soil
CN204404959U (en) * 2015-03-09 2015-06-17 葛洲坝集团试验检测有限公司 A kind of Cross ruler measured for flowing degree of net paste of cement
CN205957866U (en) * 2016-08-25 2017-02-15 厦门市工程检测中心有限公司 Simple and easy cement mortar fluidity dipperstick
CN107179261A (en) * 2017-07-04 2017-09-19 济南大学 A kind of slump ATE and its method of testing
CN207051148U (en) * 2017-08-10 2018-02-27 深圳市港龙混凝土有限公司 A kind of flow of cement mortar measuring scale
CN207066832U (en) * 2017-08-04 2018-03-02 无锡水文工程地质勘察院 A kind of compaction test apparatus
CN207123466U (en) * 2017-08-05 2018-03-20 温州诚力工程项目管理有限公司 A kind of build concrete slump detection means
WO2018143788A1 (en) * 2017-01-31 2018-08-09 САДУАКАСОВ, Медербай Device for preparing a foamed concrete mixture
CN108918346A (en) * 2018-07-20 2018-11-30 苏州市兴邦化学建材有限公司 A kind of fluidity tester
CN109357969A (en) * 2018-12-04 2019-02-19 毕节远大新型环保建材(集团)有限责任公司 A kind of construction concrete caving degree detecting device and application method
CN212254962U (en) * 2020-05-11 2020-12-29 烟台恒达建设检测有限公司 Concrete surface appearance density detection device for construction
CN212722474U (en) * 2020-05-09 2021-03-16 张蕴琛 Concrete apparent density for building detects with supplementary feeding device
CN212989367U (en) * 2020-08-21 2021-04-16 中铁济南工程建设监理有限公司 Concrete slump rapid determination appearance
CN112730819A (en) * 2021-01-06 2021-04-30 山东省公路桥梁建设有限公司 Indoor test method for obtaining relation between compaction deformation and CBR
CN216718109U (en) * 2021-12-29 2022-06-10 宜昌益智建材有限责任公司 Device for measuring fluidity and wet density of freshly-mixed foam concrete

Patent Citations (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2091572A (en) * 1981-01-23 1982-08-04 Thermal Structures Ltd Production of foamed concrete
KR960011006A (en) * 1994-09-01 1996-04-20 강병산 Concrete pouring in trench using Styropole ball
CN1558232A (en) * 2004-02-05 2004-12-29 哈尔滨工业大学 Slumping instrument
CN202175247U (en) * 2011-03-15 2012-03-28 吉林大学 Special wax-sealed carton in soil density measuring method
JP2015064201A (en) * 2013-09-24 2015-04-09 株式会社加藤建設 Method for testing wet density of soil
CN204404959U (en) * 2015-03-09 2015-06-17 葛洲坝集团试验检测有限公司 A kind of Cross ruler measured for flowing degree of net paste of cement
CN205957866U (en) * 2016-08-25 2017-02-15 厦门市工程检测中心有限公司 Simple and easy cement mortar fluidity dipperstick
WO2018143788A1 (en) * 2017-01-31 2018-08-09 САДУАКАСОВ, Медербай Device for preparing a foamed concrete mixture
CN107179261A (en) * 2017-07-04 2017-09-19 济南大学 A kind of slump ATE and its method of testing
CN207066832U (en) * 2017-08-04 2018-03-02 无锡水文工程地质勘察院 A kind of compaction test apparatus
CN207123466U (en) * 2017-08-05 2018-03-20 温州诚力工程项目管理有限公司 A kind of build concrete slump detection means
CN207051148U (en) * 2017-08-10 2018-02-27 深圳市港龙混凝土有限公司 A kind of flow of cement mortar measuring scale
CN108918346A (en) * 2018-07-20 2018-11-30 苏州市兴邦化学建材有限公司 A kind of fluidity tester
CN109357969A (en) * 2018-12-04 2019-02-19 毕节远大新型环保建材(集团)有限责任公司 A kind of construction concrete caving degree detecting device and application method
CN212722474U (en) * 2020-05-09 2021-03-16 张蕴琛 Concrete apparent density for building detects with supplementary feeding device
CN212254962U (en) * 2020-05-11 2020-12-29 烟台恒达建设检测有限公司 Concrete surface appearance density detection device for construction
CN212989367U (en) * 2020-08-21 2021-04-16 中铁济南工程建设监理有限公司 Concrete slump rapid determination appearance
CN112730819A (en) * 2021-01-06 2021-04-30 山东省公路桥梁建设有限公司 Indoor test method for obtaining relation between compaction deformation and CBR
CN216718109U (en) * 2021-12-29 2022-06-10 宜昌益智建材有限责任公司 Device for measuring fluidity and wet density of freshly-mixed foam concrete

Non-Patent Citations (3)

* Cited by examiner, † Cited by third party
Title
李宏兴;甘伟;: "人造轻集料混凝土试验研究", 广东建材, no. 04 *
李继全;崔焕勇;李长春;刘裕;孙文;: "混凝土塌落度自动检测技术的研究与应用", 现代制造技术与装备, no. 09 *
韩李斌;杨黎明;: "泡沫混凝土动态力学性能及破坏形式", 宁波大学学报(理工版), no. 01 *

Similar Documents

Publication Publication Date Title
CN216718109U (en) Device for measuring fluidity and wet density of freshly-mixed foam concrete
CN208043577U (en) A kind of full-automatic knockout abrasion wear test machine
CN209570601U (en) A kind of concrete construction quality detection device
CN113737767A (en) Method and device for layered detection of compaction degree of large-thickness construction of roadbed
CN114578031B (en) A test check out test set for cement concrete slump detects
CN114384234A (en) Device and method for measuring fluidity and wet density of freshly-mixed foam concrete
CN110927036A (en) Be used for ceramic tile hydroscopicity quality detection device
CN215728162U (en) Cement mortar slump testing platform
CN209356501U (en) A kind of highway bridge construction concrete NDT instrument
CN210142123U (en) Concrete slump tester
CN208635679U (en) A kind of land surveying soil thickness measuring device
CN214276751U (en) Measurer for detecting thickness of pile hole sediment
CN219676009U (en) Concrete admixture water reduction rate detection device
CN219830712U (en) Automatic detect diffusivity system
CN111521763A (en) Concrete slump testing arrangement for construction
CN217845691U (en) Ground detection sampling device
CN208780584U (en) A kind of architectural engineering slump analyzer
CN216560134U (en) Moisture content detection device for wet sand
CN117723441B (en) Concrete fluidity testing device
CN219265933U (en) Concrete pressure check out test set
CN217212096U (en) Modified asphalt consistency check out test set
CN217542534U (en) Sampling device for cement test detection
CN113533698B (en) Building construction site engineering quality supervision auxiliary detection method
CN116106175B (en) Device and method for measuring rheological property of soft solid
CN113624947A (en) Detection equipment for detecting concrete collapse degree

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination