CN204728297U - Earth pressure cell device is buried in boring underground - Google Patents

Earth pressure cell device is buried in boring underground Download PDF

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Publication number
CN204728297U
CN204728297U CN201520315840.7U CN201520315840U CN204728297U CN 204728297 U CN204728297 U CN 204728297U CN 201520315840 U CN201520315840 U CN 201520315840U CN 204728297 U CN204728297 U CN 204728297U
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CN
China
Prior art keywords
pressure cell
earth pressure
holes
aluminium alloys
fixed bin
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201520315840.7U
Other languages
Chinese (zh)
Inventor
张世民
刘伟国
赵国民
景峰卫
徐惠芬
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
ZHEJIANG XINSHENG CONSTRUCTION GROUP CO Ltd
Anhui University of Science and Technology
Zhejiang University City College ZUCC
Original Assignee
ZHEJIANG XINSHENG CONSTRUCTION GROUP CO Ltd
Anhui University of Science and Technology
Zhejiang University City College ZUCC
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by ZHEJIANG XINSHENG CONSTRUCTION GROUP CO Ltd, Anhui University of Science and Technology, Zhejiang University City College ZUCC filed Critical ZHEJIANG XINSHENG CONSTRUCTION GROUP CO Ltd
Priority to CN201520315840.7U priority Critical patent/CN204728297U/en
Application granted granted Critical
Publication of CN204728297U publication Critical patent/CN204728297U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of boring and bury earth pressure cell device underground, comprise L-type aluminium alloys with holes, junction plate, fixed bin, thread-protected tube, reinforcement cross rib, L-type aluminium alloys with holes and junction plate become soil pressure cell inbuilt device framework by bolt combination and are interval with reinforcement cross rib, fixed bin both sides are provided with buckle and are connected with the block button hole on L-type aluminium alloys with holes, earth pressure cell is located in fixed bin, and thread-protected tube is positioned at L-type aluminium alloys with holes and is connected to fixed bin by wiring inlet.The beneficial effects of the utility model are: lightweight, and cost is low; Simple to operation can random spreading as required; It is also more accurate to locate; Connect convenient, operating efficiency is higher; Wire is not easily damaged, and makes earth pressure cell bury survival rate underground higher; Earth pressure cell keeps with institute that to survey soil body face perpendicular, and the data recorded are more accurate, close reality.

Description

Earth pressure cell device is buried in boring underground
Technical field
The utility model relates to a kind of earth pressure cell device, more specifically, relates to a kind of boring and buries earth pressure cell device underground.
Background technology
Detect in engineering in reality, bury earth pressure cell underground for boring, the method for embedding dossal method usually adopted, the earth pressure cell survival rate that this method is buried underground is low, burial place inaccuracy, and wire has no idea to protect.Easily cause waste and the economic loss of resource.Therefore be badly in need of developing a kind of novel soil pressure cell inbuilt device, ensure that earth pressure cell is buried underground accurate, survival rate is high, and the data of collection are close to actual.
Utility model content
The purpose of this utility model overcomes deficiency of the prior art, and provide a kind of rational in infrastructure, survival rate is high, and earth pressure cell device is buried in the guaranteed boring of accuracy underground.
Earth pressure cell device is buried in this boring underground, comprise L-type aluminium alloys with holes, junction plate, fixed bin, thread-protected tube, reinforcement cross rib, L-type aluminium alloys with holes and junction plate become soil pressure cell inbuilt device framework by bolt combination and are interval with reinforcement cross rib, fixed bin both sides are provided with buckle and are connected with the block button hole on L-type aluminium alloys with holes, earth pressure cell is located in fixed bin, and thread-protected tube is positioned at L-type aluminium alloys with holes and is connected to fixed bin by wiring inlet.
As preferably: described thread-protected tube is PVC material.
As preferably: described thread-protected tube is fixed on the block button hole of L-type aluminium alloys with holes by tied silk.
As preferably: the material of described L-type aluminium alloys with holes, junction plate, fixed bin and reinforcement cross rib is aluminium alloys.
The beneficial effects of the utility model are: the framework composition 1) burying earth pressure cell device underground is aluminum alloy material, and lightweight, cost is low; 2) mode of connecting frame is that bolt connects, simple to operation; 3) L-type aluminium alloys with holes is connected with bolt and makes the length of framework unrestricted, can random spreading as required; 4) L-type aluminium alloys with holes makes earth pressure cell be placed on optional position as required, and it is also more accurate to locate; 5) fixed bin of earth pressure cell combines with framework in a snap-fit manner, and make connection convenient, operating efficiency is higher; 6) PVC thread-protected tube makes earth pressure cell wire derive ground by pvc pipe, and wire is not easily damaged, and makes earth pressure cell bury survival rate underground higher; 7) fixed bin is fixed on earth pressure cell on framework, and earth pressure cell is kept with institute, and to survey soil body face perpendicular, and the data recorded are more accurate, close reality.
Accompanying drawing explanation
Fig. 1 is the main TV structure schematic diagram of the utility model;
Fig. 2 is the utility model backsight structural representation;
Fig. 3 is fixed bin front view;
Fig. 4 is the 1-1 sectional view of Fig. 3.
Description of reference numerals: L-type aluminium alloys 1 with holes, junction plate 2, thread-protected tube 3, wiring inlet 4, earth pressure cell 5, fixed bin 6, block button hole 7, reinforcement cross rib 8, bolt 9, buckle 10.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is described further.Although the utility model will be described in conjunction with preferred embodiment, should know, not represent the utility model restriction in the described embodiment.On the contrary, the utility model will contain can be included in attached claims limit scope of the present utility model in alternative, modified and equivalent.
As shown in Figures 1 to 4, earth pressure cell device is buried in this boring of the present embodiment underground, comprise L-type aluminium alloys 1 with holes, junction plate 2, fixed bin 6, thread-protected tube 3, be combined into soil pressure cell inbuilt device framework by L-type aluminium alloys (1) with holes and junction plate (2), combination is that bolt connects.Described embedded device framework is connected by junction plate 2 bolt 9 by L-type aluminum alloy frame with holes.The material of the L-type aluminium alloys 1 with holes of described embedded device framework, junction plate 2, fixed bin 6 is aluminium alloys.Described reinforcement cross rib 8 strengthens the integral rigidity of framework, and what framework can be connect is longer, has fine rigidity equally, to meet requirement of engineering.Described fixed bin 6 is modes of fixing earth pressure cell: the buckle 10 on fixed bin 6 is through the block button hole 7 on framework, and then bending is fixing, earth pressure cell 5 can be fixed on any desired position.Described thread-protected tube 3 is PVC materials, and the mode of thread-protected tube 3 protective wire is: wire stretches out from the side of fixed bin 6, penetrates thread-protected tube 3, and thread-protected tube 3 tied silk is fixed on framework through the hole on framework.Framework both sides are all furnished with thread-protected tube 3, the odd-numbered of wire can be separated with even-numbered and derive ground.
When the utility model uses, 1) L-type aluminium alloys 1 with holes is combined into main body frame by junction plate 2 bolt 9; 2) framework be combined into is arranged at a certain distance again strengthens cross rib 8, ensures that framework has enough intensity, ensure that earth pressure cell 5 is perpendicular to soil body face; 3) on L-type aluminium alloys 1, the hole of determining deviation can ensure that earth pressure cell 5 is arranged on any desired position, accurate positioning; 4) wire of earth pressure cell 5 derives ground by pvc pipe, avoids wire and contacts with the direct of other objects, in order to avoid damage wire; 5) use bolt 9 freely to connect, make this device easy to operate, be applicable to one man operation, add operating efficiency.
In Practical Project, earth pressure cell 5 to be arranged in fixed bin 6, fixed bin 6 is stuck in by buckle in the hole of L-type aluminium alloys 1 with holes, its wire is penetrated in pvc pipe, be placed in boring, lengthen soil pressure cell inbuilt device as required, then earth pressure cell 5 is arranged on main frame in the same way, its wire is penetrated in pvc pipe, repeat above work, until reach the degree of depth put into and the quantity needing to bury underground earth pressure cell 5.

Claims (4)

1. earth pressure cell device is buried in a boring underground, it is characterized in that: comprise L-type aluminium alloys (1) with holes, junction plate (2), fixed bin (6), thread-protected tube (3), strengthen cross rib (8), L-type aluminium alloys (1) with holes and junction plate (2) are combined into soil pressure cell inbuilt device framework by bolt (9) and are interval with strengthens cross rib (8), fixed bin (6) both sides are provided with buckle (10) and are connected with the block button hole (7) on L-type aluminium alloys (1) with holes, earth pressure cell (5) is located in fixed bin (6), thread-protected tube (3) is positioned at L-type aluminium alloys (1) with holes and is connected to fixed bin (6) by wiring inlet (4).
2. earth pressure cell device is buried in boring according to claim 1 underground, it is characterized in that: described thread-protected tube (3) is PVC material.
3. earth pressure cell device is buried in boring according to claim 1 underground, it is characterized in that: described thread-protected tube (3) is fixed on the block button hole (7) of L-type aluminium alloys (1) with holes by tied silk.
4. earth pressure cell device is buried in boring according to claim 1 underground, it is characterized in that: described L-type aluminium alloys (1) with holes, junction plate (2), fixed bin (6) and strengthen cross rib (8) material be aluminium alloys.
CN201520315840.7U 2015-05-15 2015-05-15 Earth pressure cell device is buried in boring underground Expired - Fee Related CN204728297U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520315840.7U CN204728297U (en) 2015-05-15 2015-05-15 Earth pressure cell device is buried in boring underground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520315840.7U CN204728297U (en) 2015-05-15 2015-05-15 Earth pressure cell device is buried in boring underground

Publications (1)

Publication Number Publication Date
CN204728297U true CN204728297U (en) 2015-10-28

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520315840.7U Expired - Fee Related CN204728297U (en) 2015-05-15 2015-05-15 Earth pressure cell device is buried in boring underground

Country Status (1)

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CN (1) CN204728297U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105586865A (en) * 2016-03-09 2016-05-18 湖北省电力勘测设计院 Earth pressure cell drilling embedding method and device
CN106370335A (en) * 2016-10-21 2017-02-01 洛阳理工学院 Pressure box fixing device for measuring surrounding rock-lining contact pressure of rock
CN106703000A (en) * 2016-11-30 2017-05-24 河海大学 Field earth pressure cell burying device and method thereof
CN109707448A (en) * 2019-02-20 2019-05-03 西安科技大学 It is a kind of for installing the ancillary equipment of soil pressure cell

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105586865A (en) * 2016-03-09 2016-05-18 湖北省电力勘测设计院 Earth pressure cell drilling embedding method and device
CN106370335A (en) * 2016-10-21 2017-02-01 洛阳理工学院 Pressure box fixing device for measuring surrounding rock-lining contact pressure of rock
CN106370335B (en) * 2016-10-21 2022-06-28 洛阳理工学院 Pressure box fixing device for measuring rock surrounding rock-lining contact pressure
CN106703000A (en) * 2016-11-30 2017-05-24 河海大学 Field earth pressure cell burying device and method thereof
CN109707448A (en) * 2019-02-20 2019-05-03 西安科技大学 It is a kind of for installing the ancillary equipment of soil pressure cell
CN109707448B (en) * 2019-02-20 2024-05-28 西安科技大学 Auxiliary equipment for installing soil pressure box

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20151028

Termination date: 20160515