CN210243334U - High-precision concrete beam uplift bearing capacity detection equipment - Google Patents
High-precision concrete beam uplift bearing capacity detection equipment Download PDFInfo
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- CN210243334U CN210243334U CN201920878974.8U CN201920878974U CN210243334U CN 210243334 U CN210243334 U CN 210243334U CN 201920878974 U CN201920878974 U CN 201920878974U CN 210243334 U CN210243334 U CN 210243334U
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- 239000004567 concrete Substances 0.000 title claims abstract description 60
- 238000001514 detection method Methods 0.000 title claims description 20
- 238000012360 testing method Methods 0.000 claims abstract description 12
- 230000003014 reinforcing effect Effects 0.000 claims description 14
- 230000000694 effects Effects 0.000 claims description 9
- 239000000463 material Substances 0.000 abstract description 19
- 238000000034 method Methods 0.000 abstract description 12
- 230000008569 process Effects 0.000 abstract description 9
- 239000011150 reinforced concrete Substances 0.000 description 4
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Abstract
The utility model relates to a concrete beam resistance to plucking bearing capacity detects technical field, and discloses a concrete beam resistance to plucking bearing capacity check out test set of high accuracy, the on-line screen storage device comprises a base, the right side fixed mounting on base has the material loading slope, the top on material loading slope is provided with a plurality of evenly distributed's material loading gyro wheel. This concrete beam resistance to plucking bearing capacity check out test set of high accuracy, it shifts into the shifting chute to move the semicircular movable wall through the handle in, then place the concrete beam that awaits measuring in semicircular movable wall and the semicircular lower limit wall, then through the handle with semicircular movable wall roll out with the semicircular lower limit wall closure, this moment through the supporting pad, lower fixed guide cone and last fixed guide cone fix the concrete beam, avoid it to remove at will in the testing process, simultaneously through last limit wall, semicircular movable wall and semicircular lower limit wall further fix the concrete beam that awaits measuring, increase its stability, thereby reached the more accurate purpose of measuring result.
Description
Technical Field
The utility model relates to a concrete beam resistance to plucking bearing capacity detects technical field, specifically is a concrete beam resistance to plucking bearing capacity check out test set of high accuracy.
Background
The reinforced concrete beam is a beam made of reinforced concrete materials, can be made into an independent beam, can also form an integral beam-plate type floor system with the reinforced concrete plate, or form an integral single-layer or multi-layer framework with the reinforced concrete column, has various forms, is the most basic bearing component in engineering structures such as house buildings, bridge buildings and the like, has extremely wide application range, and has the advantages that the vertical compression resistance bearing capacity of foundation piles or flexible piles (such as gravel piles, high-pressure jet grouting piles, deep mixing piles and the like) of the under-construction bridge or roadbed deep soft foundation treatment must be detected according to relevant regulations of traffic transportation so as to ensure the safe operation of the bridge and the roadbed soft foundation after traffic.
Chinese patent No. CN 205387725U's a portable foundation pile bearing capacity detection device, the device is nimble stable, easy control, the material loading is simple and convenient, pressure detection efficiency is high, safety and reliability, easy to maintain, through first concrete guide cone subassembly and second concrete guide cone subassembly, can promote the fixed stability to the foundation pile, the direction of reciprocating is carried out to the detection clamp plate through the guide pillar, with the torsion of balanced each hydraulic jack, and can further promote the stability of guide pillar through the direction support, but it is when using, only fix the concrete beam through first concrete guide cone subassembly and second concrete guide cone subassembly, make its steadiness relatively poor, lead to its measuring result not very accurate, so now propose a concrete beam resistance to plucking bearing capacity check out test set and solve above-mentioned problem.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
The utility model provides a not enough to prior art, the utility model provides a concrete beam resistance to plucking bearing capacity check out test set of high accuracy possesses advantages such as measuring result is more accurate, has solved current equipment and has only fixed the concrete beam through first concrete guide cone subassembly and second concrete guide cone subassembly for its steadiness is relatively poor, leads to the not very accurate problem of its measuring result.
(II) technical scheme
For realizing the more accurate purpose of above-mentioned measuring result, the utility model provides a following technical scheme: the high-precision concrete beam uplift bearing capacity detection equipment comprises a base, wherein a feeding slope is fixedly arranged on the right side of the base, a plurality of uniformly distributed feeding rollers are arranged at the top of the feeding slope, two hydraulic telescopic rods are fixedly arranged on two sides of the top of the base, a top plate is fixedly arranged at the tops of the hydraulic telescopic rods, a jack is fixedly arranged in the middle of the bottom of the top plate, a reinforcing plate is fixedly arranged at the bottom of the jack, an upper limiting wall is fixedly arranged at the bottom of the reinforcing plate, a plurality of upper fixed guide cones are fixedly arranged at the bottom of the reinforcing plate and inside the upper limiting wall, a semi-annular lower limiting wall is fixedly arranged at the top of the base and below the upper limiting wall, a semi-annular movable wall is arranged on the right side of the semi-annular lower limiting wall, and a handle is fixedly arranged at one end of the back of the top of the semi-annular movable, the top of base is located the bottom fixed mounting of spacing wall and semi-annular activity wall under the semi-annular and has the slide rail, the top of base is located fixed mounting under semi-annular activity wall and the semi-annular between the spacing wall has a plurality of to fix the guide cone down.
Preferably, the feeding roller is located at the top of the feeding slope and the right side of the top of the base, and the feeding roller is located between the two hydraulic telescopic rods on the right side and is arranged on the right side of the semi-annular movable wall.
Preferably, the four hydraulic telescopic rods are respectively positioned at four corners of the top plate and connected through the top plate.
Preferably, the inner walls of the upper limit wall and the semi-annular lower limit wall are both fixedly provided with supporting pads.
Preferably, the limit wall has seted up the shifting chute that link up from top to bottom along its extending direction under the semi-annular, the positive one end sliding connection in shifting chute has the stopper, limit wall's right side and fixed mounting are in the right side of stopper under the semi-annular is run through in the left side of semi-annular activity wall, limit wall openly one end open-ended size is less than the size of stopper under the semi-annular.
Preferably, the bottom of the semi-annular movable wall is connected with a sliding block in a sliding manner, the sliding block is connected inside the sliding rail in a sliding manner, and the semi-annular movable wall is connected with the sliding rail in a sliding manner through the sliding block.
Preferably, the left side of the slide rail is located inside the moving groove, and the right side of the slide rail is located below the sliding block.
(III) advantageous effects
Compared with the prior art, the utility model provides a concrete beam resistance to plucking bearing capacity check out test set of high accuracy possesses following beneficial effect:
1. this concrete beam resistance to plucking bearing capacity check out test set of high accuracy, it shifts into the shifting chute to move the semi-annular movable wall through the handle in, then place the concrete beam that awaits measuring in semi-annular movable wall and the semi-annular lower limit wall, make the material loading more light through material loading slope and material loading gyro wheel, then through the handle with semi-annular movable wall roll out with semi-annular lower limit wall closure, this moment through the supporting pad, lower fixed guide cone and last fixed guide cone fix the concrete beam, avoid it to remove at will in the testing process, simultaneously through last limit wall, semi-annular movable wall and semi-annular lower limit wall further fix the concrete beam that awaits measuring, increase its stability, thereby the more accurate purpose of measuring result has been reached.
2. This concrete beam resistance to plucking bearing capacity check out test set of high accuracy, through last spacing wall, spacing wall is fixed with the concrete beam that awaits measuring under semi-annular activity wall and the semi-annular, then start the hydraulic telescoping rod, through the height of hydraulic telescoping rod adjustment roof, make the top of reinforcing plate and the top contact of concrete beam, then start the jack, carry out the detection of resistance to plucking bearing capacity to the concrete beam through the jack, thereby reached simple to use, detect more convenient purpose.
Drawings
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a top view of the connection between the semi-annular movable wall and the semi-annular lower limiting wall;
fig. 3 is a bottom view of the upper limit wall of the present invention;
FIG. 4 is a front sectional view of the connection between the semi-annular movable wall and the slide rail of the present invention;
fig. 5 is a front sectional view of the semi-annular lower limiting wall and the semi-annular movable wall of the present invention.
In the figure: 1. a base; 2. a feeding slope; 3. a feeding roller; 4. a semi-annular movable wall; 5. a handle; 6. a semi-annular lower limiting wall; 7. a slide rail; 8. a top plate; 9. a jack; 10. an upper limiting wall; 11. a reinforcing plate; 12. a hydraulic telescopic rod; 13. a limiting block; 14. a support pad; 15. a moving groove; 16. a lower fixed guide cone; 17. a guide cone is fixed on the upper part; 18. a slider; 19. a chute.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-5, a high-precision concrete beam uplift bearing capacity detection device comprises a base 1, a feeding slope 2 is fixedly installed on the right side of the base 1, a plurality of uniformly distributed feeding rollers 3 are arranged on the top of the feeding slope 2, two hydraulic telescopic rods 12 are fixedly installed on both sides of the top of the base 1, a top plate 8 is fixedly installed on the top of each hydraulic telescopic rod 12, a jack 9 is fixedly installed in the middle of the bottom of the top plate 8, a reinforcing plate 11 is fixedly installed on the bottom of the jack 9, an upper limiting wall 10 is fixedly installed on the bottom of the reinforcing plate 11, when the device is used, a concrete beam to be detected is fixed through the upper limiting wall 10, a semi-annular movable wall 4 and a semi-annular lower limiting wall 6, then the hydraulic telescopic rods 12 are started, the height of the top plate 8 is adjusted through the hydraulic telescopic rods 12, so that the top of the reinforcing plate 11 is in, then starting a jack 9, and detecting the uplift bearing capacity of the concrete beam through the jack 9, thereby achieving the purposes of simple use and more convenient detection, wherein a plurality of upper fixed guide cones 17 are fixedly arranged at the bottom of a reinforcing plate 11 and positioned inside an upper limit wall 10, a semi-annular lower limit wall 6 is fixedly arranged at the top of a base 1 and positioned below the upper limit wall 10, a semi-annular movable wall 4 is arranged at the right side of the semi-annular lower limit wall 6, a handle 5 is fixedly arranged at one end of the back surface of the top of the semi-annular movable wall 4, a slide rail 7 is fixedly arranged at the top of the base 1 and positioned at the bottom of the semi-annular lower limit wall 6 and the semi-annular movable wall 4, a plurality of lower fixed guide cones 16 are fixedly arranged at the top of the base 1 and positioned between the semi-annular movable wall 4 and the semi-annular lower limit wall 6, when in use, the semi-annular movable wall 4 is transferred into a movable groove 15 through, then place the concrete beam that awaits measuring in semi-annular movable wall 4 and semi-annular lower limit wall 6, make the material loading more light through material loading slope 2 and material loading gyro wheel 3, then through handle 5 with semi-annular movable wall 4 roll out with semi-annular lower limit wall 6 closure, this moment through supporting pad 14, lower fixed guide cone 16 and last fixed guide cone 17 fix the concrete beam, avoid it to remove at will in the testing process, simultaneously through last limit wall 10, semi-annular movable wall 4 and semi-annular lower limit wall 6 further fix the concrete beam that awaits measuring, increase its stability, thereby reached the more accurate purpose of measuring result.
Specifically, material loading gyro wheel 3 is located the top on material loading slope 2 and the right side at base 1 top, and material loading gyro wheel 3 is located between two hydraulic telescoping rod 12 on right side and sets up in the right side of semi-annular movable wall 4, makes the material loading more light through material loading slope 2 and material loading gyro wheel 3, improves work efficiency.
Specifically, four hydraulic telescoping rods 12 are located the four corners of roof 8 respectively, connect through roof 8 between the hydraulic telescoping rod 12, through the height of hydraulic telescoping rod 12 adjustment roof 8 for measuring result is more accurate.
Specifically, the inner walls of the upper limiting wall 10 and the semi-annular lower limiting wall 6 are fixedly provided with supporting pads 14, and the concrete beam is fixed through the supporting pads 14, the lower fixed guide cone 16 and the upper fixed guide cone 17, so that the concrete beam is prevented from moving randomly in the detection process.
Concretely, the shifting chute 15 that link up about the semicircular lower limit wall 6 has been seted up along its extending direction, the positive one end sliding connection of shifting chute 15 has stopper 13, the right side and the fixed mounting in stopper 13 of semicircular lower limit wall 6 are run through in the left side of semicircular movable wall 4, the size of the open-ended size in the positive one end of semicircular lower limit wall 6 is less than stopper 13, make semicircular movable wall 4 conveniently open and close through shifting chute 15, thereby make things convenient for material loading and unload, and the work efficiency is improved.
Specifically, the bottom sliding connection of semi-annular movable wall 4 has slider 18, and slider 18 sliding connection is in the inside of slide rail 7, through slider 18 sliding connection between semi-annular movable wall 4 and the slide rail 7, through the sliding connection between slider 18 and the slide rail 7, makes can slider 18 slide on slide rail 7 for semi-annular movable wall 4 conveniently opens and closes, thereby makes things convenient for material loading and unloads, improves work efficiency.
Specifically, the left side of the slide rail 7 is located inside the moving groove 15, and the right side of the slide rail 7 is located below the slider 18.
The working principle is as follows: when the device is used, the semi-annular movable wall 4 is turned into the moving groove 15 through the handle 5, then a concrete beam to be tested is placed into the semi-annular movable wall 4 and the semi-annular lower limiting wall 6, the feeding is easier through the feeding slope 2 and the feeding roller 3, then the semi-annular movable wall 4 is turned out through the handle 5 and is closed with the semi-annular lower limiting wall 6, at the moment, the concrete beam is fixed through the supporting pad 14, the lower fixed guide cone 16 and the upper fixed guide cone 17 to avoid random movement in the detection process, meanwhile, the concrete beam to be tested is further fixed through the upper limiting wall 10, the semi-annular movable wall 4 and the semi-annular lower limiting wall 6 to increase the stability of the concrete beam, then the hydraulic telescopic rod 12 is started, the height of the top plate 8 is adjusted through the hydraulic telescopic rod 12, the top of the reinforcing plate 11 is contacted with the top end of the concrete beam, then the jack 9 is started, and (4) detecting the uplift resistance of the concrete beam through the jack 9.
In conclusion, according to the high-precision concrete beam uplift bearing capacity detection device, the semi-annular movable wall 4 is turned into the moving groove 15 through the handle 5, then the concrete beam to be detected is placed into the semi-annular movable wall 4 and the semi-annular lower limiting wall 6, feeding is easier through the feeding slope 2 and the feeding roller 3, then the semi-annular movable wall 4 is turned out through the handle 5 and is closed with the semi-annular lower limiting wall 6, at the moment, the concrete beam is fixed through the supporting pad 14, the lower fixed guide cone 16 and the upper fixed guide cone 17, random movement of the concrete beam in the detection process is avoided, meanwhile, the concrete beam to be detected is further fixed through the upper limiting wall 10, the semi-annular movable wall 4 and the semi-annular lower limiting wall 6, the stability of the concrete beam to be detected is improved, and the purpose of more accurate measurement result is achieved.
And, the concrete beam that will await measuring is fixed through spacing wall 6 under last spacing wall 10, the semicircular activity wall 4 and the semicircular, then hydraulic telescoping rod 12 is started, through the height of hydraulic telescoping rod 12 adjustment roof 8 for the top of reinforcing plate 11 and the top contact of concrete beam, then start jack 9, carry out the detection of resistance to plucking holding capacity through jack 9 to the concrete beam, thereby reached simple to use, detected more convenient purpose.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (7)
1. The utility model provides a concrete beam resistance to plucking bearing capacity check out test set of high accuracy, includes base (1), its characterized in that: the automatic feeding device is characterized in that a feeding slope (2) is fixedly mounted on the right side of the base (1), a plurality of uniformly distributed feeding rollers (3) are arranged at the top of the feeding slope (2), two hydraulic telescopic rods (12) are fixedly mounted on two sides of the top of the base (1), a top plate (8) is fixedly mounted at the top of each hydraulic telescopic rod (12), a jack (9) is fixedly mounted in the middle of the bottom of the top plate (8), a reinforcing plate (11) is fixedly mounted at the bottom of the jack (9), an upper limiting wall (10) is fixedly mounted at the bottom of the reinforcing plate (11), a plurality of upper fixed guide cones (17) are fixedly mounted at the bottom of the reinforcing plate (11) and inside the upper limiting wall (10), a semi-annular lower limiting wall (6) is fixedly mounted at the top of the base (1) and below the upper limiting wall (10), the right side of spacing wall (6) is provided with semi-annular movable wall (4) under the semi-annular, the back one end fixed mounting at semi-annular movable wall (4) top has handle (5), the top fixed mounting of base (1) has slide rail (7), the top of base (1) is located semi-annular movable wall (4) and semi-annular down between spacing wall (6) fixed mounting have under a plurality of fixed guide cone (16).
2. The high-precision concrete beam uplift bearing capacity detection equipment as claimed in claim 1, wherein: the feeding roller (3) is located on the top of the feeding slope (2) and on the right side of the top of the base (1), and the feeding roller (3) is located between the two hydraulic telescopic rods (12) on the right side and is arranged on the right side of the semi-annular movable wall (4).
3. The high-precision concrete beam uplift bearing capacity detection equipment as claimed in claim 1, wherein: the four hydraulic telescopic rods (12) are respectively located at four corners of the top plate (8), and the hydraulic telescopic rods (12) are connected through the top plate (8).
4. The high-precision concrete beam uplift bearing capacity detection equipment as claimed in claim 1, wherein: and the inner walls of the upper limiting wall (10) and the semi-annular lower limiting wall (6) are fixedly provided with supporting pads (14).
5. The high-precision concrete beam uplift bearing capacity detection equipment as claimed in claim 1, wherein: the utility model discloses a limit wall (6) is including the semicircle form, limit wall (6) is down seted up moving groove (15) that link up from top to bottom along its extending direction, the positive one end sliding connection of moving groove (15) has stopper (13), the left side of semicircle form activity wall (4) runs through the right side and the fixed mounting in the right side of stopper (13) of semicircle form lower limit wall (6), the positive one end open-ended size of semicircle form lower limit wall (6) is less than the size of stopper (13).
6. The high-precision concrete beam uplift bearing capacity detection equipment as claimed in claim 1, wherein: the bottom sliding connection of semi-annular activity wall (4) has slider (18), slider (18) sliding connection is in the inside of slide rail (7), through slider (18) sliding connection between semi-annular activity wall (4) and slide rail (7).
7. The high-precision concrete beam uplift bearing capacity detection equipment as claimed in claim 1, wherein: the left side of the sliding rail (7) is located in the moving groove (15), and the right side of the sliding rail (7) is located below the sliding block (18).
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CN201920878974.8U CN210243334U (en) | 2019-06-12 | 2019-06-12 | High-precision concrete beam uplift bearing capacity detection equipment |
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CN201920878974.8U CN210243334U (en) | 2019-06-12 | 2019-06-12 | High-precision concrete beam uplift bearing capacity detection equipment |
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CN201920878974.8U Expired - Fee Related CN210243334U (en) | 2019-06-12 | 2019-06-12 | High-precision concrete beam uplift bearing capacity detection equipment |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115615835A (en) * | 2022-09-14 | 2023-01-17 | 南京交通职业技术学院 | Concrete member bearing capacity verifying unit |
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2019
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115615835A (en) * | 2022-09-14 | 2023-01-17 | 南京交通职业技术学院 | Concrete member bearing capacity verifying unit |
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Granted publication date: 20200403 |