CN107724442A - A kind of static load resistance to compression lotus experimental rig - Google Patents

A kind of static load resistance to compression lotus experimental rig Download PDF

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Publication number
CN107724442A
CN107724442A CN201710960184.XA CN201710960184A CN107724442A CN 107724442 A CN107724442 A CN 107724442A CN 201710960184 A CN201710960184 A CN 201710960184A CN 107724442 A CN107724442 A CN 107724442A
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CN
China
Prior art keywords
support platform
camera device
screw mandrel
static load
load resistance
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CN201710960184.XA
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CN107724442B (en
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陈方敏
华亮
刘险峰
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ZHEJIANG COAL SURVEYING AND MAPPING INSTITUTE
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ZHEJIANG COAL SURVEYING AND MAPPING INSTITUTE
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D33/00Testing foundations or foundation structures

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Accessories Of Cameras (AREA)
  • A Measuring Device Byusing Mechanical Method (AREA)

Abstract

The invention discloses a kind of static load resistance to compression lotus experimental rig, a kind of static load resistance to compression lotus experimental rig include be set up on ground support platform, be arranged between support platform and test pile jack, be arranged at the datum line beam of test pile side and be arranged on datum line beam be used for detect test pile sedimentation dial gauge, it is characterized in that:Also include being used to monitor percentage meter reading and the camera device by image transmitting to outside display device in real time, the camera device is connected via drive below support platform, with need not be manually entered meter reading below support platform, the advantages of safeguard work personnel's personal safety.

Description

A kind of static load resistance to compression lotus experimental rig
Technical field
The present invention relates to a kind of construction equipment, more particularly to a kind of static load resistance to compression lotus experimental rig.
Background technology
The single pile resistance to plucking static test of pile foundation refers to apply upward vertical active force in stake top portion, observed in certain time Under effect, uplift displacement caused by pile body entirety, to determine the test method of corresponding uplift bearing capacity.
Static load test is to determine most direct, most basic in all multi-methods of ultimate bearing capacity of single pile, reliability highest Method, load transmission, pile side resistance, end resistance, pile shaft force, load one can be obtained by embedded testing element and settled The parameters such as relation.The loading counterforce device of static load test can be divided into anchor pile beam according to the difference of field condition and pile body type Counterforce device, ballasting platform counterforce device, anchoring pile ballast joint counterforce device, earth anchor counterforce device.
During construction project pile measurement, some test pile carries out test pile using umbellate form frame preloading mode, Such a test pile mode is fetched earth using scene(Gather materials on the spot)So as to reduce urban road transport, reduce noise and environmental pollution etc., This kind of preloading mode generally uses at present.
A kind of static load resistance to compression lotus experimental rig of the prior art, as shown in figure 1, including support platform 1, being vertically fixed on Column 19 and some pull bars 20 along the circle distribution of column 19 directly over support platform 1, the one end of pull bar 20 are solid with column 19 Determine the other end to fix with support platform 1, be provided with jack 2 immediately below support platform 1, the other end of jack 2 is arranged at test pile 3 Surface, examine and be additionally provided with datum line beam 5 by test pile 3, dial gauge 4 is provided with datum line beam 5, the other end of dial gauge 4 is with examining Test pile 3 connects, and by being banketed in support platform 1, forms pressure to jack 2, then jack 2 is flexible to examining test pile 3 The pressure moved down is formed, and then the parameters such as the sedimentation for examining test pile 3 are shown by dial gauge 4.
It is in place of the deficiencies in the prior art, this preloading mode uses artificial meter reading(Dial gauge)Mode, be exactly often Personnel are required to timing node and get into carry out artificial reading under support platform(Need to read >=97 by the pile of code requirement one Reading, total time reading duration >=25h);As test pile loading continues, the pressure that support platform is born incrementally increases, people's part work and part study Table is more and more dangerous, and a load test pile pile quality is bad, and support platform collapses, and can cause personnel's death.
The content of the invention
It is an object of the invention to provide a kind of static load resistance to compression lotus experimental rig, and having need not be manually entered below support platform Meter reading, the advantages of safeguard work personnel's personal safety.
The present invention above-mentioned technical purpose technical scheme is that:
A kind of static load resistance to compression lotus experimental rig, including be set up on ground support platform, be arranged at support platform and test pile it Between jack, be arranged at the datum line beam of test pile side and be arranged on datum line beam be used for detect test pile sedimentation dial gauge, Also include being used to monitor percentage meter reading and the camera device by image transmitting to outside display device, the camera device in real time It is connected via drive below support platform.
Using said structure, when carrying out the experiment of static load resistance to compression lotus by test pile, support platform is set up on ground, simultaneously Jack is arranged at into one end directly over test pile to abut with support platform underface, then dial gauge is installed, and then will shooting Device is installed on by drive device below support platform and face dial gauge, finally fetches earth and is stacked in support platform nearby, Larger pressure is formed to jack, while jack jacking forms reaction force to test pile and drives test pile to move down, passes through hundred Point table detects the parameters such as test pile sedimentation, and then by camera device monitoring real-time to dial gauge and image is delivered into ground shown Showing device, its staff is set can in real time to obtain the settlement parameter of test pile outside, avoiding, which needs staff to enter support, puts down The index of viewing dial gauge below platform, reach safeguard work personnel personal safety and improve the effect of operating efficiency.
More preferably:The drive device includes mounting seat, the screw mandrel one being rotatablely connected in mounting seat and is located at The both sides of screw mandrel one and it is slidably connected with one horizontally disposed slide rail of screw mandrel, by the relative slide rail of sliding block and coordinates with the screw thread of screw mandrel one Base, the mounting seat is horizontally installed to support platform lower end, the shooting dress along outside support platform towards percentage apparent bearing Put and be installed on base.
Using said structure, by rotary screw one, in screw mandrel one and the screw thread matching relationship and two wood side-guides of base To under the guide effect of base, driving base drives camera device to be moved back and forth along mounting seat length direction, shooting dress can adjust Put while image definition to dial gauge, camera device can be slided with support platform side outwardly, be easy to camera device Overhauled.
More preferably:The mounting seat is towards being connected with a L-type seat, the L-type seat on the side outside support platform Spill is formed with mounting seat to be sticked in support platform.
,, can be direct when mounting seat is installed in supporting table by the L-type seat fixed with mounting seat using said structure It is connected in support platform and is tentatively fixed, is easy to subsequent installation.
More preferably:The camera device is also connected by lowering or hoisting gear with base, the lowering or hoisting gear include with The fixed seat of camera device connection, the guide rod and screw mandrel two being vertically arranged on base, the fixed seating is located at guiding Slided up and down on bar and screw mandrel two and along guide rod, also rotated coaxially in fixed seat with screw mandrel and be connected a bevel gear one, it is described Bevel gear one coordinates with the screw thread of screw mandrel two and drives rotation by actuator.
Using said structure, rotated by actuator band dynamic bevel gear, coordinate in the screw thread of bevel gear and screw mandrel two and Guide rod limitation fixed seat is circumferentially rotated under active force, and driving fixed seat drives camera device vertically to move up and down, So as to adjust the degree of registration of camera device and dial gauge, its camera device is set to understand completely to the index of dial gauge Imaged.
More preferably:The bevel gear one is fixed with some balls towards circumference on the end face of fixed seat, described solid Inner ring and outer ring are provided with reservation, the interior ring outer wall abuts in vertical state and with ball outer wall, on the outer ring inwall Open up groove of the limited location ball along the axial displacement of screw mandrel two, and the outer ring is by the semicircular ring that is set along the axisymmetrical of screw mandrel two Form, two halves annulus is detachably connected with fixed seat and closes up the sliding groove to be formed and be circumferentially rotated for bevel gear one with inner ring.
Using said structure, by by ball fixed on bevel gear end face is sticked in inner ring, outer ring is formed slip Rotate in groove, its bevel gear one is only capable of being relatively fixed seat and is circumferentially rotated, fixed seat is driven so as to realize that its bevel gear one rotates Upper and lower displacement;And then two semicircular rings being detachably connected with fixed seat are arranged to by outer ring, make the ball on its bevel gear one After being covered on interior ring outer wall, then two halves annulus is engaged and forms sliding groove with inner ring, be easy to its bevel gear one and fixed seat Installation
More preferably:The actuator includes the bevel gear two engaged with bevel gear one and one end is connected with bevel gear two The other end extends to the rotating bar of support platform side outwardly, and the rotating bar is provided with handwheel two with respect to the side of bevel gear two.
Using said structure, rotating bar and bevel gear two is driven to rotate by handwheel two, so as to one turn of dynamic bevel gear It is dynamic, adjust the upper-lower position in fixed seat;Then by the way that rotating bar one end is extended into support platform side outwardly, its work is made Personnel can adjust the vertical position of camera device outside.
More preferably:The camera device is relatively fixed seat by rotating shaft and is rotatablely connected, on the fixed seat side It is provided with the tumbler that drive shaft drives camera device to rotate.
Using said structure, drive camera device to be relatively fixed seat by tumbler and overturn, make it can be according to real-time condition The angle of inclination between camera device and dial gauge is adjusted, so that its camera device will more clearly can refer on dial gauge Number shooting is clear.
More preferably:Be additionally provided with blowning installation below the support platform, the blowning installation include gas tank with And tracheae, described tracheae one end connect two surfaces for being respectively facing camera device and dial gauge of other end branch with gas tank.
Using said structure, because this device is arranged on building site, dust is kicked up more, and dial gauge is easy with camera device Ash is stained with, deashing is carried out to dial gauge and camera device by blowning installation, avoids its dust from blocking dial gauge index or take the photograph As the camera of device, its camera device is set to shoot reading on dial gauge clear complete.
In summary, the invention has the advantages that:
1st, dial gauge is imaged by being arranged at the camera device below support platform, the index of dial gauge is clearly passed It is defeated to arrive surface display equipment, its staff is entered viewing dial gauge below support platform, reach safeguard work people The effect of operating efficiency is improved while member's personal safety;
2nd, moved in the horizontal direction by the driving base of screw mandrel one and bevel gear one drives fixed seat vertically moving, made Its staff can be adjusted outside support platform to the level and vertical direction of camera device, by its camera device energy It is enough to keep being purged dial gauge complete shooting in real time.
Brief description of the drawings
Fig. 1 is the structural representation of prior art, shows overall structure;
Fig. 2 is the structural representation of the present embodiment, shows overall structure;
Fig. 3 is the partial structural diagram of the present embodiment, shows the annexation of blowning installation and camera device;
Fig. 4 is the partial structural diagram of the present embodiment, shows the attachment structure of lowering or hoisting gear;
Fig. 5 is the partial structural diagram of the present embodiment, shows the annexation of bevel gear one and fixed seat.
In figure, 1, support platform;2nd, jack;3rd, test pile;4th, dial gauge;5th, datum line beam;6th, camera device;7th, driving dress Put;71st, mounting seat;72nd, screw mandrel one;73rd, slide rail;74th, sliding block;75th, base;76th, L-type seat;8th, lowering or hoisting gear;81st, guide rod; 82nd, screw mandrel two;83rd, installing plate;84th, fixed seat;85th, bevel gear one;86th, elastic component;9th, actuator;91st, bevel gear two;92、 Rotating bar;93rd, handwheel two;10th, ball;11st, inner ring;12nd, outer ring;13rd, rolling groove;14th, handwheel one;15th, tumbler;16th, blow Device of air;17th, tracheae;18th, gas tank;19th, column;20th, pull bar.
Embodiment
The present invention is described in further detail below in conjunction with accompanying drawing.
A kind of static load resistance to compression lotus experimental rig, as shown in Figures 2 and 3, including support platform 1, jack 2 and test pile 3, examination Stake 3 is buried to be vacantly arranged in ground end, the lower section both sides of support platform 1 by concrete walls support with the upper end of test pile 3, jack 2 Between test pile 3 and support platform 1 and the upper and lower ends of jack 2 abut with immediately below support platform 1, directly over test pile 3 respectively, try 3 sides of stake are additionally provided with datum line beam 5, and the one end of datum line beam 5 is fixed with ground, and the other end is provided with dial gauge 4, the one end of dial gauge 4 It is connected with the upper end of test pile 3;Larger pressure is formed to jack 2 by fetching earth to be positioned in support platform 1 nearby, makes its jack During 2 lifting work, reaction force is formed, test pile 3 is moved down, and then the heavy of test pile 3 is detected by dial gauge 4 in real time Drop.
A root post 19 is vertically fixed directly over above-mentioned support platform 1, if dry drawing is distributed with along the even circumferential of column 19 Bar 20, the one end of pull bar 20 are fixed the other end with column 19 and fixed with the upper end of support platform 1, strengthen the stability of support platform 1.
The lower section of support platform 1 is provided with camera device 6, and camera device 6 is connected simultaneously by drive device 7 with support platform 1 In alignment with dial gauge 4, wherein, camera device 6 uses camera, the camera alignment index of dial gauge 4, dial gauge 4 is referred in real time Number is transmitted to surface display equipment by cable, is easy to staff to check.
Reference picture 3 and 4, above-mentioned drive device 7 include mounting seat 71, screw mandrel 1, two slide rails 73 and base 75, installation Seat 71 is horizontally disposed with along support platform 1 is outer towards the direction of dial gauge 4, and screw mandrel 1, slide rail 73 are set along the length direction of mounting seat 71 Put, the both ends of screw mandrel 1 are rotationally connected with mounting seat 71 by bearing block respectively, and two slide rails 73 are located at the edge of screw mandrel 1 respectively The both sides of its axial line, the both sides of base 75 by sliding block 74 engaging with slide rail 73 on and be only capable of along the length direction of slide rail 73 slide, Base 75 is sheathed on screw mandrel 1 and coordinated with the screw thread of screw mandrel 1 simultaneously, and camera device 6 passes through lowering or hoisting gear 8 and base 75 Connection, driving base 75 is rotated by screw mandrel 1 and slided along the length direction of mounting seat 71, regulation camera device 6 and dial gauge 4 Between horizontal range.
Wherein, mounting seat 71 is towards being fixed with a L-type seat 76, L-type seat 76 and mounting seat 71 on the side outside support platform 1 Form the spill being sticked in support platform 1 and L-type seat 76 is bolted to connection in support platform 1.
Wherein, screw mandrel 1 is towards being fixed with handwheel 1 on one end outside support platform 1.
With reference to Figure 4 and 5, above-mentioned lowering or hoisting gear 8 includes fixed seat 84, guide rod 81 and screw mandrel 2 82, fixed seat 84 and Camera device 6 is connected, and guide rod 81 and the one end of screw mandrel 2 82 are connected in one by installing plate 83, by bolt by installing plate 83 are fixed on base 75 and its guide rod 81 is connected vertically with base 75 with screw mandrel 2 82, and two difference are offered in fixed seat 84 The through hole worn for guide rod 81 and screw mandrel 2 82, is rotatablely connected a bevel gear 1 in fixed seat 84, bevel gear 1 with Screw mandrel 2 82 is coaxially disposed and coordinated with the screw thread of screw mandrel 2 82, by an actuator 9 with the rotation of dynamic bevel gear 1, so as to bore Gear 1 is with the screw thread mating reaction power of screw mandrel 2 82, driving fixed seat 84 to be slided up and down along guide rod 81, regulation shooting The vertical distance of device 6 and dial gauge 4.
Wherein, an elastic component 86 is arranged with outside guide rod 81 is between fixed seat 84 and installing plate 83 one section, elasticity Part 86 uses spring, and both ends of the spring is fixedly connected with installing plate 83 and fixed seat 84 respectively, and pulling force work is played to fixed seat 84 With.
Reference picture 3 and 5, above-mentioned actuator 9 include bevel gear 2 91 and rotating bar 92, bevel gear 2 91 and bevel gear one 85 gears engage, and the one end of rotating bar 92 fixes the other end with bevel gear 2 91 and extends to the side outwardly of support platform 1, rotates simultaneously Bar 92 is rotatablely connected by bearing block and fixed seat 84, and handwheel 2 93 is fixed with one end of the relative bevel gear 2 91 of rotating bar 92 And handwheel 2 93 is hidden in the lower section of support platform 1, enough staff can drive outside.
The above-mentioned lower end of bevel gear 1 is circumferentially fixed with six balls 10, and inner ring 11 is fixed with fixed seat 84 and is lived The outer ring 12 of dynamic connection, the outer wall of inner ring 11 abut in vertical state and with the side of ball 10, and outer ring 12 is by two symmetrical semicircular rings Form, open up on two halves annulus fluted on inwall, channel section is in the major arc shape more than quadrant, and two halves annulus passes through Bolt be fixed in fixed seat 84 with inner ring 11 formed for ball 10 be caught in and spacing ball 10 depart from fixed seat 84 rolling groove 13, make its bevel gear 1 be only capable of being relatively fixed the circular-rotation of seat 84.
The above-mentioned section of fixed seat 84 is U-shaped, and camera device 6 is rotatablely connected by rotating shaft and fixed seat 84, rotating shaft and shooting Device 6 is fixed, and is connected by a tumbler 15 with rotating shaft and is driven camera device 6 to be relatively fixed seat 84 to rotate, change and dial gauge 4 Angle of inclination;Wherein, rotating shaft is horizontally disposed with guide rod 81, its camera device 6 is swung;Wherein, tumbler 15 is adopted Use motor.
Reference picture 2 and 3, the lower section of above-mentioned support platform 1 are additionally provided with blowning installation 16, blowning installation 16 include gas tank 18 with And tracheae 17, the one end of tracheae 17 connect with tracheae 17 and pass through butterfly valve(Not shown in figure)Control the keying of tracheae 17, the other end Two surfaces for being respectively facing camera device 6 and dial gauge 4 are branched off into, control tracheae 17 to connect by rotating butterfly valve, by gas Gas transtracheal 17 carries out deashing towards camera device 6 and the surface of dial gauge 4 in tank 18;Wherein, tracheae 17 is limited in fixation On seat 84.
Operation principle:First in the both sides casting concrete wall of test pile 3, support platform 1 is set up in concrete walls after to be solidified On, then jack 2 is positioned between test pile 3 and support platform 1, while fix datum line beam 5 and install dial gauge 4, Mounting seat 71 is fixed in support platform 1 by L-type seat 76 and bolt again, then camera device 6 is fixed on base 75, Drive screw mandrel 1 to rotate the horizontal range between regulation camera device 6 and dial gauge 4 by handwheel 1, then pass through handwheel 2 93 drive rotating bar 92 rotational band dynamic bevel gears 2 91 to rotate, and then engage pass by bevel gear 2 91 and bevel gear 1 The dynamic fixed seat 84 of frenulum is oppositely oriented bar 81 and slided up and down, and adjusts the vertical distance between camera device 6 and dial gauge 4, makes it Camera device 6, which can understand, is completely recorded a video or is taken pictures to the index of dial gauge 4, and image transmitting to ground is shown and filled Put;Then fetch earth and be positioned in support platform 1 nearby again, then slowly driving jack 2 lifts, and carries out the sedimentation test of test pile 3, leads to The index that camera device 6 monitors dial gauge 4 in real time is crossed, so as to be accurately obtained the parameters such as the sedimentation of test pile 3;
When the time, dust falls within dial gauge 4 and when the surface of camera device 6 influences its definition too long, and gas tank is opened by butterfly valve 18, transtracheal 17 carries out deashing work to dial gauge 4 and camera device 6;
When camera device 6 goes wrong, direction can be moved to by camera device 6 by being rotated by the drive screw 1 of handwheel 1 1 outer side of support platform, is easy to staff to be overhauled outside to camera device 6.
This specific embodiment is only explanation of the invention, and it is not limitation of the present invention, people in the art Member can make the modification of no creative contribution to the present embodiment as needed after this specification is read, but as long as at this All protected in the protection domain of invention by Patent Law.

Claims (8)

1. a kind of static load resistance to compression lotus experimental rig, including be set up on ground support platform (1), be arranged at support platform (1) Jack (2) between test pile (3), it is arranged at the datum line beam (5) of test pile (3) side and is arranged on datum line beam (5) and use In the dial gauge (4) of detection test pile (3) sedimentation, it is characterized in that:Also include being used to monitor dial gauge (4) reading in real time and by image Transmit to the camera device of outside display device (6), the camera device (6) and support platform is connected to by drive device (7) (1) lower section.
2. a kind of static load resistance to compression lotus experimental rig according to claim 1, it is characterized in that:The drive device (7) includes The screw mandrel one (72) that is rotatablely connected in mounting seat (71), mounting seat (71) and positioned at screw mandrel one (72) both sides and with screw mandrel one (72) horizontally disposed slide rail (73), by sliding block (74) with respect to slide rail (73) be slidably connected and with screw mandrel one (72) screw thread coordinate Base (75), the mounting seat (71) is horizontally installed to support platform towards dial gauge (4) direction outside along support platform (1) (1) lower end, the camera device (6) are installed on base (75).
3. a kind of static load resistance to compression lotus experimental rig according to claim 2, it is characterized in that:Mounting seat (71) the direction branch A L-type seat (76) is connected with the side of support platform (1) outside, the L-type seat (76) forms spill with mounting seat (71) and is sticked in In support platform (1).
4. a kind of static load resistance to compression lotus experimental rig according to claim 2, it is characterized in that:The camera device (6) is also logical Lowering or hoisting gear (8) is crossed to be connected with base (75), the lowering or hoisting gear (8) include be connected with camera device (6) fixed seat (84), Guide rod (81) and the screw mandrel two (82) being vertically arranged on base (75), the fixed seat (84) are sheathed on guide rod (81) And slided up and down on screw mandrel two (82) and along guide rod (81), also rotated coaxially in fixed seat (84) with screw mandrel and be connected a cone tooth One (85) are taken turns, the bevel gear one (85) coordinates with screw mandrel two (82) screw thread and drives rotation by actuator (9).
5. a kind of static load resistance to compression lotus experimental rig according to claim 4, it is characterized in that:Described (85) direction of bevel gear one Circumference is fixed with some balls (10) on the end face of fixed seat (84), and inner ring (11) and outer ring are provided with the fixed seat (84) (12), inner ring (11) outer wall abuts in vertical state and with ball (10) outer wall, is offered on outer ring (12) inwall Groove of the spacing ball (10) along screw mandrel two (82) axial displacement, and the outer ring (12) along screw mandrel two (82) axisymmetrical by setting The semicircular ring put is formed, and two halves annulus is detachably connected with fixed seat (84) and closes up to be formed for bevel gear one with inner ring (11) (85) sliding groove circumferentially rotated.
6. a kind of static load resistance to compression lotus experimental rig according to claim 4, it is characterized in that:The actuator (9) include with The bevel gear two (91) of bevel gear one (85) engagement and one end are connected the other end with bevel gear two (91) and extend to support platform (1) rotating bar (92) of side, the rotating bar (92) are provided with handwheel two (93) with respect to bevel gear two (91) side outwardly.
7. a kind of static load resistance to compression lotus experimental rig according to claim 4, it is characterized in that:The camera device (6) passes through Rotating shaft is relatively fixed seat (84) rotation connection, and being provided with drive shaft on fixed seat (84) side drives camera device (6) The tumbler (15) of rotation.
8. a kind of static load resistance to compression lotus experimental rig according to claim 1, it is characterized in that:Below the support platform (1) Blowning installation (16) is additionally provided with, the blowning installation (16) includes gas tank (18) and tracheae (17), the tracheae (17) one End connects the surface that two, other end branch is respectively facing camera device (6) and dial gauge (4) with gas tank (18).
CN201710960184.XA 2017-10-16 2017-10-16 A kind of compressive static load test device Active CN107724442B (en)

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CN109357840A (en) * 2018-12-15 2019-02-19 浙江禾城工程管理有限公司 A kind of pin topples deformation load measuring device
CN111764445A (en) * 2020-07-03 2020-10-13 浙江大港桥梁科学研究有限公司 Counterforce device for pile foundation uplift static load test
CN112343101A (en) * 2020-11-05 2021-02-09 房磊 Pile foundation detection counterforce device
CN113432996A (en) * 2021-06-22 2021-09-24 浙江创新工程检测有限公司 Static load detection equipment for concrete beam
CN113640123A (en) * 2021-08-12 2021-11-12 南通市建设工程质量检测站有限公司 Pile foundation resistance to plucking static load test device
CN116824518A (en) * 2023-08-31 2023-09-29 四川嘉乐地质勘察有限公司 Pile foundation static load detection method, device and processor based on image recognition

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CN206110202U (en) * 2016-10-25 2017-04-19 青岛海智检测科技有限公司 Pile foundation static load detection device
CN206512764U (en) * 2017-02-22 2017-09-22 中国电力工程顾问集团西北电力设计院有限公司 A kind of horizontally loading test system for applying vertical load in stake top

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CN202693978U (en) * 2012-07-02 2013-01-23 珠海天威技术开发有限公司 Process recording device
CN204738324U (en) * 2015-07-01 2015-11-04 湖北工业大学 Clump of piles basis single pile vertical bearing capacity detecting system
CN205421365U (en) * 2016-03-21 2016-08-03 浙江大学城市学院 Composite foundation loading test device
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Publication number Priority date Publication date Assignee Title
CN109357840A (en) * 2018-12-15 2019-02-19 浙江禾城工程管理有限公司 A kind of pin topples deformation load measuring device
CN111764445A (en) * 2020-07-03 2020-10-13 浙江大港桥梁科学研究有限公司 Counterforce device for pile foundation uplift static load test
CN111764445B (en) * 2020-07-03 2021-09-03 浙江大港桥梁科学研究有限公司 Counterforce device for pile foundation uplift static load test
CN112343101A (en) * 2020-11-05 2021-02-09 房磊 Pile foundation detection counterforce device
CN112343101B (en) * 2020-11-05 2021-09-17 房磊 Pile foundation detection counterforce device
CN113432996A (en) * 2021-06-22 2021-09-24 浙江创新工程检测有限公司 Static load detection equipment for concrete beam
CN113640123A (en) * 2021-08-12 2021-11-12 南通市建设工程质量检测站有限公司 Pile foundation resistance to plucking static load test device
CN113640123B (en) * 2021-08-12 2024-02-13 南通市建设工程质量检测站有限公司 Pile foundation anti-pulling static load test device
CN116824518A (en) * 2023-08-31 2023-09-29 四川嘉乐地质勘察有限公司 Pile foundation static load detection method, device and processor based on image recognition
CN116824518B (en) * 2023-08-31 2023-11-10 四川嘉乐地质勘察有限公司 Pile foundation static load detection method, device and processor based on image recognition

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