CN109386014B - Assembled ballast tank for engineering pile foundation detection ballast platform - Google Patents

Assembled ballast tank for engineering pile foundation detection ballast platform Download PDF

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Publication number
CN109386014B
CN109386014B CN201811351462.2A CN201811351462A CN109386014B CN 109386014 B CN109386014 B CN 109386014B CN 201811351462 A CN201811351462 A CN 201811351462A CN 109386014 B CN109386014 B CN 109386014B
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column
locating
support columns
positioning
fixing
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CN109386014A (en
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陆剑
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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)
  • Piles And Underground Anchors (AREA)
  • Measurement Of Radiation (AREA)

Abstract

The invention discloses a fabricated ballast tank for an engineering pile foundation detection ballast platform, which comprises: a bearing plate horizontally arranged; the plurality of reinforcing beams are horizontally fixed on the bearing plate and encircle the bearing plate to form an accommodating space; the plurality of breast boards are hinged to the bearing plate, when the plurality of breast boards are vertically arranged, the plurality of reinforcing beams are attached to the plurality of breast boards to increase the depth of the accommodating space, and when the plurality of breast boards are horizontally arranged, the plurality of breast boards are accommodated in the accommodating space; the support columns are arranged at intervals around the reinforcing beams, one end of each support column is rotatably arranged on the reinforcing beam, when the support columns are vertically arranged, the other ends of the support columns are flush with the bearing plate, and when the support columns are horizontally arranged, the support columns and the reinforcing beams are in the same horizontal plane. The invention can be easily assembled and disassembled on the detection site, is convenient for lifting and assembling the ballast body, improves the safety coefficient in the disassembly and detection test process, and greatly improves the working efficiency.

Description

Assembled ballast tank for engineering pile foundation detection ballast platform
Technical Field
The invention relates to the technical field of engineering pile foundation detection, in particular to an assembled ballast tank for an engineering pile foundation detection ballast platform.
Background
At present, most of methods used for carrying out static load detection tests on pile foundations in the field of construction engineering are to stack a plurality of large concrete blocks on a ballast bearing platform to jointly form a ballast body and then carry out static load detection tests on the pile foundations. Because the prior art uses the concrete blocks to ballast on the pile foundation, the lifting assembly and disassembly cost is high, the lifting and detection test process is extremely unsafe, and particularly, the phenomenon that the concrete blocks slide down and the ballast body collapse wholly frequently occurs in the detection test process due to the lack of effective enclosure by using large-volume concrete blocks, so that the production safety accidents such as casualties are caused, and meanwhile, the problems of long assembly and disassembly of each component, long implementation process of the detection test and the like are also caused.
Disclosure of Invention
It is an object of the present invention to solve at least the above problems and to provide at least the advantages to be described later.
The invention also aims to provide an assembled ballast tank for the engineering pile foundation detection ballast platform, which can be easily assembled and disassembled on the detection site, is simple and convenient to operate, can reduce the cost in the transportation and lifting processes, is convenient for lifting and assembling the ballast body, improves the safety coefficient in the disassembly and detection test processes, and greatly improves the working efficiency.
To achieve these objects and other advantages and in accordance with the purpose of the invention, there is provided a fabricated ballast tank for an engineering pile foundation testing ballast platform, comprising:
A bearing plate horizontally arranged;
the plurality of reinforcing beams are horizontally fixed on the bearing plate and encircle the bearing plate to form an accommodating space;
The plurality of breast boards are hinged to the bearing plate, a plurality of reinforcing beams are attached to the breast boards when the breast boards are arranged vertically so as to increase the depth of the accommodating space, and the breast boards are accommodated in the accommodating space when arranged horizontally;
The support columns are arranged at intervals around the reinforcing beams, one end of each support column is rotatably arranged on the reinforcing beam, when the support columns are arranged vertically, the other ends of the support columns are flush with the breast board, and when the support columns are arranged horizontally, the support columns and the reinforcing beams are positioned on the same horizontal plane.
Preferably, each breast board or each reinforcing beam is provided with a drain hole, and the drain holes are provided with shutoff valves.
Preferably, one axial end of the support column is provided with a groove, and the other axial end of the support column is provided with a convex block matched with the groove.
Preferably, the number of the reinforcing beams is four, the number of the breast boards is also four, the number of the supporting columns is also four, one ends of the four supporting columns are rotatably arranged on the two reinforcing beams which are oppositely arranged, and when the four supporting columns are horizontally arranged, the other ends of the two supporting columns can be oppositely arranged or oppositely arranged by attaching the reinforcing beams where the four supporting columns are arranged.
Preferably, the support column is rotatably disposed on the reinforcing beam in the following specific manner:
The reinforcing beam is provided with a plurality of first fixing components, each first fixing component comprises four locating holes, one fixing hole and four sliding grooves, the four locating holes are arranged towards the supporting column, two locating holes of the four locating holes are located in the vertical direction, the remaining two locating holes are located in the horizontal direction, the four locating holes are distributed in a central symmetry mode relative to the fixing holes, one sliding groove is arranged between every two adjacent locating holes, the four locating holes and the four sliding grooves are located on a circle taking the fixing holes as circle centers and the distance between the fixing holes and one locating hole as a radius, and the depth of each of the four sliding grooves is smaller than that of each of the four locating holes;
The support column is provided with a second fixing assembly, the second fixing assembly comprises a rotating shaft and a locating pin, the rotating shaft is fixedly arranged near one end of the support column, the rotating shaft is sleeved with a bearing and then inserted into the fixing hole, the locating pin can penetrate through the support column in a drawing manner, one end of the locating pin is provided with a knob, the other end of the locating pin is provided with a locating column which can extend into the locating hole, the locating column and the locating pin are coaxially arranged, and the diameter of the locating column is larger than that of the locating pin;
the inner wall of the positioning hole is provided with an internal thread, the positioning column is provided with an external thread matched with the internal thread, the depth of the chute is equal to the axial length of the positioning column, and when the supporting column rotates through the rotating shaft, the positioning column slides along the chute.
Preferably, the positioning column is a hollow column, one end of the positioning column, which is right opposite to the positioning hole, is provided with a transparent plastic sheet, an infrared detector is arranged in the positioning column, an infrared lamp is arranged in the positioning hole, a switch is arranged on the reinforcing beam, an alarm is arranged on the side wall of the supporting column, the alarm is electrically connected with the infrared detector, the infrared lamp is electrically connected with the switch, and when the supporting column rotates around the rotating shaft until the positioning column is right opposite to the positioning hole, the infrared detector receives infrared rays from the infrared lamp and feeds back the infrared rays to the alarm, and the alarm alarms to insert the positioning pin into the positioning hole.
Preferably, the top of every strengthening beam all is equipped with a pair of solid fixed ring, all is equipped with a pair of spring on every breast board, and the one end of every spring articulates on the breast board at its place, and the other end is equipped with the couple, all is equipped with a locking subassembly on every breast board, locking subassembly includes slide rail, slider, latch plate, wedge fixture block, the slide rail level sets up, the slider slides and sets up on the slide rail, the latch plate is for having a curved plate of right angle and an acute angle, the one end of keeping away from of latch plate its acute angle with the slider pin joint, wedge fixture block with the setting height of slide rail is the same, and when a plurality of breast boards are vertical to be set up, the couple of a spring is established on a solid fixed ring, and the latch plate card on a breast board card is established on the wedge fixture block on its adjacent breast board.
The invention at least comprises the following beneficial effects:
the invention can be easily assembled and disassembled on the detection site, is simple and convenient to operate, and can obviously improve the working efficiency and the safety of the pile foundation static load detection test. Meanwhile, the cost in the transportation and lifting processes can be reduced, the lifting and assembling of the ballast body are facilitated, the safety coefficient in the disassembly and detection test processes is improved, and the working efficiency is greatly improved.
Additional advantages, objects, and features of the invention will be set forth in part in the description which follows and in part will become apparent to those having ordinary skill in the art upon examination of the following or may be learned from practice of the invention.
Drawings
FIG. 1 is a schematic structural view of one embodiment of the present invention;
FIG. 2 is a schematic structural view of one embodiment of the present invention;
FIG. 3 is a schematic view of a portion of a reinforcing beam according to one embodiment of the present invention;
FIG. 4 is a schematic view of a portion of a support column according to one embodiment of the present invention;
fig. 5 is a schematic view of a part of the structure of the breast board according to one embodiment of the present invention.
Detailed Description
The present invention is described in further detail below with reference to the drawings and examples to enable those skilled in the art to practice the invention by referring to the description.
It will be understood that terms, such as "having," "including," and "comprising," as used herein, do not preclude the presence or addition of one or more other elements or groups thereof. In the description of the present invention, the terms "transverse", "longitudinal", "axial", "radial", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, are merely for convenience in describing the present invention and simplifying the description, and do not indicate or imply that the device or element being referred to must have a specific orientation, be configured and operated in a specific orientation, and therefore should not be construed as limiting the present invention.
As shown in fig. 1-2, the present invention provides a fabricated ballast tank for an engineering pile foundation testing ballast platform, comprising:
A bearing plate 1 horizontally arranged;
the plurality of reinforcing beams 2 are horizontally fixed on the bearing plate 1, and the plurality of reinforcing beams 2 encircle the bearing plate 1 to form an accommodating space;
The plurality of breast boards 3 are hinged to the bearing plate 1, the plurality of breast boards 3 are arranged vertically and are attached to the plurality of reinforcing beams 2 to increase the depth of the accommodating space, and the plurality of breast boards 3 are horizontally arranged and accommodated in the accommodating space;
the support columns 4 are arranged at intervals around the reinforcing beams 2, one end of each support column 4 is rotatably arranged on the reinforcing beam 2, when the support columns 4 are arranged vertically, the other ends of the support columns 4 are flush with the breast board 3, and when the support columns 4 are arranged horizontally, the support columns 4 and the reinforcing beams 2 are positioned on the same horizontal plane.
When the invention is used, the plurality of breast boards 3 are vertically arranged, heavy objects such as soil, sand, stone, water body and the like which are visible at the site can be filled in the accommodating space, and after the soil, the sand, the stone, the water body and the like are filled, the invention is placed on a ballast platform of an engineering pile foundation, and a static load detection test is carried out on the pile foundation. When the weight required by the ballast needs to be increased, the support columns 4 can be rotated to be in a vertical state, and then one assembled ballast tank is added above the previous ballast tank after the ballast tank is filled with the weight, so that the support columns 4 of the ballast tank positioned above are vertically aligned with the support columns 4 of the ballast tank positioned below, and the like, the weight of the ballast can be gradually increased, the support columns 4 positioned above and the end surfaces of the support columns 4 positioned below preferably have tenon-and-mortise-like structures, and the overall stability and safety after assembly are enhanced. When the bearing requirement of the engineering pile foundation is far greater than the weight capacity of one assembled ballast tank, more than two assembled ballast tanks can be spliced with each other in the left, right, front and back directions in the horizontal direction and then are overlapped in the vertical direction. When the invention is not applicable, the support column 4 can be horizontally arranged and stored at one side of the reinforcing beam 2, and the breast board 3 is horizontally arranged and stored in the containing space, so that the transportation and storage are convenient.
The bearing plate 1 is a flat hard plate and can bear heavy objects. When the assembled ballast tank is filled with the heavy objects, the baffle plates 3 play a role in enclosing the heavy objects, so that the safety coefficient of the assembled ballast tank after the heavy objects are filled can be further increased. The articulation of the breast board 3 can be achieved by means of a hinge, as indicated by 9 in fig. 1. The support column 4 can be arranged, so that the support column can be conveniently rotated, erected and unfolded quickly when the work is carried out and rotated and recycled quickly after the work is completed, and when the support column 4 is not used, the support column can be rotated to the same height as the reinforcing beam 2, so that the stacking and transporting volumes of a plurality of assembled ballast tanks are reduced.
The invention can be easily assembled and disassembled on the detection site, is simple and convenient to operate, and can obviously improve the working efficiency and the safety of the pile foundation static load detection test. Meanwhile, the cost in the transportation and lifting processes can be reduced, the lifting and assembling of the ballast body are facilitated, the safety coefficient in the disassembly and detection test processes is improved, and the working efficiency is greatly improved.
In another technical scheme, each breast board 3 or each reinforcing beam 2 is provided with a drain hole 5, the drain holes 5 reinforce the beams 2, and the drain holes 5 are provided with shutoff valves. When the weight is water, the water is convenient to drain after the work is completed, the labor intensity is reduced, and the work benefit is improved.
In another technical scheme, a groove 41 is formed in one axial end of the supporting column 4, a bump 42 matched with the groove 41 is formed in the other axial end of the supporting column, so that the upper assembled ballast tank is conveniently and tightly nested in the lower assembled ballast tank, and overall safety performance is improved. Preferably, a fastener is provided on one side of the recess 41, the fastener being insertable through the recess 41 into the boss 42, as indicated by 8 in fig. 1.
In another technical scheme, the reinforcing beams 2 are set to four, the breast boards 3 are also set to four, the support columns 4 are also set to four, one ends of the four support columns 4 are rotatably arranged on the two reinforcing beams 2 which are oppositely arranged, and when the four support columns 4 are horizontally arranged, the other ends of the two support columns 4 can be oppositely arranged or oppositely arranged on the reinforcing beams 2 where the two support columns 4 are arranged, when the horizontal splicing is needed, the other ends of the two support columns 4 can be oppositely arranged on the reinforcing beams 2 where the two support columns are arranged, and when the horizontal splicing is not used, the other ends of the two support columns 4 can be oppositely arranged on the reinforcing beams 2 where the two support columns are arranged. The preferred setting parameters in practice.
In another embodiment, as shown in fig. 3 to 4, the support columns 4 are rotatably disposed on the reinforcing beam 2 in the following specific manner:
The reinforcing beam 2 is provided with a plurality of first fixing components, each first fixing component comprises four positioning holes 21, one fixing hole 22 and four sliding grooves 23 which are arranged towards the supporting column 4, two positioning holes 21 of the four positioning holes 21 are positioned in the vertical direction, the remaining two positioning holes 21 are positioned in the horizontal direction, the four positioning holes 21 are distributed in a central symmetry mode relative to the fixing holes 22, one sliding groove 23 is arranged between every two adjacent positioning holes 21, the four positioning holes 21 and the four sliding grooves 23 are positioned on a circle taking the fixing holes 22 as a center and taking the distance between the fixing holes 22 and one of the positioning holes 21 as a radius, and the depth of each of the four sliding grooves 23 is smaller than that of each of the four positioning holes 21;
The second fixing component is arranged on the support column 4 and comprises a rotating shaft 41 and a positioning pin 42, the rotating shaft 41 is fixedly arranged near one end of the support column 4, the rotating shaft 41 is sleeved with a bearing and then inserted into the fixing hole 22, the positioning pin 42 can penetrate through the support column 4 in a drawing manner, a knob 421 is arranged at one end of the positioning pin 42, a positioning column 422 capable of extending into the positioning hole 21 is arranged at the other end of the positioning pin 42, the positioning column 422 and the positioning pin 42 are coaxially arranged, and the diameter of the positioning column 422 is larger than that of the positioning pin 42;
Wherein, the inner wall of the positioning hole 21 is provided with an internal thread, the positioning column 422 is provided with an external thread matched with the internal thread, the depth of the chute 23 is equal to the axial length of the positioning column 422, and when the supporting column 4 rotates through the rotating shaft 41, the positioning column 422 slides along the chute 23.
In this technical scheme, force is applied to the support column 4, so that the support column 4 rotates with the rotating shaft 41, when the support column rotates, the positioning column 422 slides along the chute 23, and when the support column slides to one positioning hole 21, the rotating knob 421 is pressed, so that the positioning pin 42 moves close to the support column 4 until the positioning column 422 is screwed into the positioning hole 21, and the support column 4 is fixed in the direction of the connecting line of the positioning hole 21 and the fixing hole 22, thereby realizing temporary fixation of the support column 4 in the vertical direction and the horizontal direction, and facilitating assembly with other ballast tanks or storage.
In another technical scheme, the positioning column 422 is a hollow column, one end of the positioning column 422, which is right opposite to the positioning hole 21, is a transparent plastic sheet, an infrared detector is arranged in the positioning column 422, an infrared lamp is arranged in the positioning hole 21, a switch is arranged on the reinforcing beam 2, an alarm is arranged on the side wall of the supporting column 4, the alarm is electrically connected with the infrared detector, the infrared lamp is electrically connected with the switch, and when the supporting column 4 rotates around the rotating shaft 41 until the positioning column 422 is right opposite to the positioning hole 21, the infrared detector receives infrared rays from the infrared lamp and feeds back the infrared rays to the alarm, and the alarm alarms to insert the positioning pin 42 into the positioning hole 21.
In this technical scheme, the infrared lamp in a locating hole 21 has a switch, and four infrared lamps in locating holes 21 establish a case and establish ties with the alarm, when needs are fixed the support column 4 in a certain locating hole 21 department, open the infrared lamp in this locating hole 21, rotatory support column 4, when hearing the alarm warning, press rotatory knob 421 for locating pin 42 is close to support column 4 and moves to in the locating column 422 screw in locating hole 21, the accurate positioning of being convenient for improves work efficiency.
In another technical scheme, as shown in fig. 5, a pair of fixing rings is arranged at the top of each reinforcing beam 2, a pair of springs 31 is arranged on each baffle 3, one end of each spring 31 is hinged on the baffle 3 where the spring 31 is located, a hook 32 is arranged at the other end of each baffle 3, a locking component is arranged on each baffle 3, the locking component comprises a sliding rail 33, a sliding block 34, a locking plate 35 and a wedge-shaped clamping block 36, the sliding rail 33 is horizontally arranged, the sliding block 34 is slidably arranged on the sliding rail 33, the locking plate 35 is a bending plate with a right angle and an acute angle, one end, far away from the acute angle, of the locking plate 35 is pivoted with the sliding block 34, the wedge-shaped clamping block 36 is the same as the setting height of the sliding rail 33, when a plurality of baffles 3 are vertically arranged, the hook 32 of one spring 31 is hung on one fixing ring, and the locking plate 35 on one baffle 3 is clamped on the wedge-shaped clamping block 36 on the baffle 3 adjacent to the baffle 3.
In this technical scheme, when the breast board 3 is vertical to be set up, accessible spring 31 further ensures its vertical setting, in addition, connects fixedly through the position that lock plate 35 is close to the upper end of two adjacent breast boards 3, further ensures the vertical setting of breast board 3, and forms the accommodation space of no leakage.
Although embodiments of the present invention have been disclosed above, it is not limited to the details and embodiments shown and described, it is well suited to various fields of use for which the invention would be readily apparent to those skilled in the art, and accordingly, the invention is not limited to the specific details and illustrations shown and described herein, without departing from the general concepts defined in the claims and their equivalents.

Claims (2)

1. A assembled ballast tank for engineering pile foundation detection ballast platform, its characterized in that includes:
A bearing plate horizontally arranged;
the plurality of reinforcing beams are horizontally fixed on the bearing plate and encircle the bearing plate to form an accommodating space;
The plurality of breast boards are hinged to the bearing plate, a plurality of reinforcing beams are attached to the breast boards when the breast boards are arranged vertically so as to increase the depth of the accommodating space, and the breast boards are accommodated in the accommodating space when arranged horizontally;
The support columns are arranged at intervals around the reinforcing beams, one end of each support column is rotatably arranged on the reinforcing beam, when the support columns are arranged vertically, the other ends of the support columns are flush with the breast board, and when the support columns are arranged horizontally, the support columns and the reinforcing beams are in the same horizontal plane;
wherein, drain holes are arranged on each breast board or each reinforcing beam, and a blocking valve is arranged on each drain hole;
Wherein, one axial end of the support column is provided with a groove, and the other axial end is provided with a convex block matched with the groove;
the four reinforcing beams are arranged, the four breast boards are also arranged, the four support columns are also arranged, one ends of the four support columns are rotatably arranged on the two reinforcing beams which are arranged oppositely, and when the four support columns are arranged horizontally, the other ends of the two support columns can be oppositely arranged or oppositely arranged by attaching the reinforcing beams on which the four support columns are arranged;
The concrete mode that the support column is rotatably arranged on the reinforcing beam is as follows:
The reinforcing beam is provided with a plurality of first fixing components, each first fixing component comprises four locating holes, one fixing hole and four sliding grooves, the four locating holes are arranged towards the supporting column, two locating holes of the four locating holes are located in the vertical direction, the remaining two locating holes are located in the horizontal direction, the four locating holes are distributed in a central symmetry mode relative to the fixing holes, one sliding groove is arranged between every two adjacent locating holes, the four locating holes and the four sliding grooves are located on a circle taking the fixing holes as circle centers and the distance between the fixing holes and one locating hole as a radius, and the depth of each of the four sliding grooves is smaller than that of each of the four locating holes;
The support column is provided with a second fixing assembly, the second fixing assembly comprises a rotating shaft and a locating pin, the rotating shaft is fixedly arranged near one end of the support column, the rotating shaft is sleeved with a bearing and then inserted into the fixing hole, the locating pin can penetrate through the support column in a drawing manner, one end of the locating pin is provided with a knob, the other end of the locating pin is provided with a locating column which can extend into the locating hole, the locating column and the locating pin are coaxially arranged, and the diameter of the locating column is larger than that of the locating pin;
The inner wall of the positioning hole is provided with an internal thread, the positioning column is provided with an external thread matched with the internal thread, the depth of the chute is equal to the axial length of the positioning column, and when the supporting column rotates through the rotating shaft, the positioning column slides along the chute;
the positioning column is a hollow column body, one end of the positioning column, which is right opposite to the positioning hole, is provided with a transparent plastic sheet, an infrared detector is arranged in the positioning column, an infrared lamp is arranged in the positioning hole, a switch is arranged on the reinforcing beam, an alarm is arranged on the side wall of the supporting column, the alarm is electrically connected with the infrared detector, the infrared lamp is electrically connected with the switch, and when the supporting column rotates around the rotating shaft until the positioning column is right opposite to the positioning hole, the infrared detector receives infrared rays from the infrared lamp and feeds back the infrared rays to the alarm, and the alarm alarms to insert the positioning pin into the positioning hole.
2. The assembled ballast tank for engineering pile foundation detection ballast platform according to claim 1, wherein a pair of fixing rings are arranged at the top of each reinforcing beam, a pair of springs are arranged on each baffle, one end of each spring is hinged to the baffle where the spring is located, a hook is arranged at the other end of each spring, a locking component is arranged on each baffle, the locking component comprises a sliding rail, a sliding block, a locking plate and a wedge-shaped clamping block, the sliding rail is horizontally arranged, the sliding block is arranged on the sliding rail in a sliding manner, the locking plate is a bending plate with a right angle and an acute angle, one end, far away from the acute angle, of the locking plate is pivoted with the sliding block, the wedge-shaped clamping block is identical to the sliding rail in arrangement height, and when a plurality of baffle plates are vertically arranged, the hook of one spring is arranged on one fixing ring, and the locking plate on one baffle plate is clamped on the wedge-shaped clamping block on the baffle adjacent to the baffle plate.
CN201811351462.2A 2018-11-14 2018-11-14 Assembled ballast tank for engineering pile foundation detection ballast platform Active CN109386014B (en)

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Application Number Priority Date Filing Date Title
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CN109386014B true CN109386014B (en) 2024-04-30

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111123400B (en) * 2019-12-30 2022-04-12 北京城乡中昊建设有限责任公司 Working platform for pile bottom karst cave detection
CN112502201A (en) * 2020-11-24 2021-03-16 江西省赣湘建筑服务有限公司 Pile foundation bearing capacity detection device

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KR100709269B1 (en) * 2005-10-19 2007-04-23 주식회사 한국항만기술단 Field plate bearing test device on strengthed soft ground by means of reinforced material
CN204626475U (en) * 2015-04-16 2015-09-09 陆剑 A kind of load box being exclusively used in engineering pile foundation detection ballasting system
CN204849856U (en) * 2015-08-05 2015-12-09 陆剑 Counter weight device of experimental usefulness of engineering pile foundation detection ballast is exclusively used in
CN207228178U (en) * 2017-07-26 2018-04-13 上海东亚地球物理勘查有限公司 A kind of combined type pile foundation dead load detects ballast water tank water
CN108502205A (en) * 2018-05-29 2018-09-07 沈阳飞机工业(集团)有限公司 It is a kind of for the rotation of rotating frame, stop device and application method
CN207829029U (en) * 2017-04-19 2018-09-07 王建宏 A kind of preloading formula static load of pile foundation experimental provision
CN209412879U (en) * 2018-11-14 2019-09-20 陆剑 Assembled ballast box for engineering pile foundation detection ballast platform

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100709269B1 (en) * 2005-10-19 2007-04-23 주식회사 한국항만기술단 Field plate bearing test device on strengthed soft ground by means of reinforced material
CN204626475U (en) * 2015-04-16 2015-09-09 陆剑 A kind of load box being exclusively used in engineering pile foundation detection ballasting system
CN204849856U (en) * 2015-08-05 2015-12-09 陆剑 Counter weight device of experimental usefulness of engineering pile foundation detection ballast is exclusively used in
CN207829029U (en) * 2017-04-19 2018-09-07 王建宏 A kind of preloading formula static load of pile foundation experimental provision
CN207228178U (en) * 2017-07-26 2018-04-13 上海东亚地球物理勘查有限公司 A kind of combined type pile foundation dead load detects ballast water tank water
CN108502205A (en) * 2018-05-29 2018-09-07 沈阳飞机工业(集团)有限公司 It is a kind of for the rotation of rotating frame, stop device and application method
CN209412879U (en) * 2018-11-14 2019-09-20 陆剑 Assembled ballast box for engineering pile foundation detection ballast platform

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