JPS6331610B2 - - Google Patents
Info
- Publication number
- JPS6331610B2 JPS6331610B2 JP55071098A JP7109880A JPS6331610B2 JP S6331610 B2 JPS6331610 B2 JP S6331610B2 JP 55071098 A JP55071098 A JP 55071098A JP 7109880 A JP7109880 A JP 7109880A JP S6331610 B2 JPS6331610 B2 JP S6331610B2
- Authority
- JP
- Japan
- Prior art keywords
- rubber tube
- loading
- rigid plate
- guide column
- sonde
- 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
Links
- 238000006073 displacement reaction Methods 0.000 description 10
- 239000012530 fluid Substances 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 3
- 238000001514 detection method Methods 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000005259 measurement Methods 0.000 description 2
- 230000002093 peripheral effect Effects 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Description
【発明の詳細な説明】
本発明は、ボーリング孔等の掘削孔を利用し
て、横方向の地盤強度を測定する横方向載荷試験
装置用のゾンデに関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a sonde for a lateral loading test device that measures lateral ground strength using an excavated hole such as a borehole.
従来、横方向載荷試験装置用のゾンデとして
は、大別すると、内部に流体圧を受けてゴムチユ
ーブが膨張し孔壁を圧するゴムチユーブ型のゾン
デと、金属性の載荷板をジヤツキで押圧し孔壁を
圧する剛板型のゾンデの2種に分けられる。しか
し、ゴムチユーブ型のゾンデの場合には、高圧力
での載荷時、特に孔径が大きく膨張量が大きくな
ると、ゴムチユーブ、特にその肩部(ゴムチユー
ブ両端での止着部近傍)が孔壁に沿つて孔軸方向
に膨出し、ゴム材質の強度限界を超えてパンクが
生じる虞れがあるため、高圧力を加えられないと
いう欠点がある。この欠点を解決するものとし
て、ゴムチユーブの外周面にスチールメツシユカ
バーを被せ、スチールワイヤの強度によつてゴム
チユーブ肩部のパンクを防止しようとするもので
ある。しかし、ゴムチユーブをスムーズに膨張さ
せるためには余り太いワイヤーを使用できないか
ら、結局細めのワイヤーの強度限界以内の圧力ま
でしか耐えられないし、また孔径が大きい場合に
は、肩部が降伏してワイヤーが元に戻らないよう
な事態も発生し、圧力を減じても肩部の径が大き
くなつたままで、ジヤーミング等の事故を発生さ
せる危険性が大きいという別の問題点も生じてし
まう。 Conventionally, sondes for lateral loading test equipment can be roughly divided into rubber tube-type sondes, in which a rubber tube expands under fluid pressure inside and presses the hole wall, and sondes in which a metal loading plate is pressed with a jack to press the hole wall. There are two types of sondes: rigid plate type sondes that press against the ground. However, in the case of a rubber tube-type sonde, when loaded under high pressure, especially when the hole diameter is large and the amount of expansion is large, the rubber tube, especially its shoulders (near the attachment points at both ends of the rubber tube), may move along the hole wall. There is a drawback that high pressure cannot be applied because there is a risk of bulging in the axial direction of the hole, exceeding the strength limit of the rubber material and causing a puncture. To solve this problem, a steel mesh cover is placed over the outer peripheral surface of the rubber tube, and the strength of the steel wire is used to prevent punctures at the shoulder of the rubber tube. However, in order to inflate the rubber tube smoothly, it is not possible to use a wire that is too thick, so in the end it can only withstand pressures that are within the strength limit of a thin wire.Also, if the hole diameter is large, the shoulders will yield and the wire will collapse. In some cases, the diameter of the shoulder portion may not return to its original state, and even if the pressure is reduced, the diameter of the shoulder portion remains large, creating another problem in that there is a high risk of accidents such as jamming.
他方、剛板型のゾンデの場合には、ゾンデの内
部に載荷用剛板を押すジヤツキを内蔵せねばなら
ず、スペース的なことから載荷用剛板の形状寸法
を大きくできず、ストローク長も短い等の欠点の
ほか、製作費がゴムチユーブの場合よりもはるか
に高くなる等の経済的な問題点もある。 On the other hand, in the case of a rigid plate type sonde, a jack for pushing the loading rigid plate must be built inside the sonde, and due to space considerations, the shape and dimensions of the loading rigid plate cannot be increased, and the stroke length also increases. In addition to shortcomings such as being short, there are also economic problems such as the manufacturing cost being much higher than in the case of rubber tubes.
本発明は、このような従来技術の実情に鑑みな
されたものであつて、その目的は、ゴムチユーブ
型ゾンデの欠点である肩部の破損防止を確実に行
なうことができ、ゴムチユーブの膨張性の大きい
利点をそのまま活用し、高圧力に耐えうる範囲
(孔径)を大きくさせることができ、しかも構造
も比較的簡単な孔内横方向載荷試験装置用のゾン
デを提供することにある。 The present invention has been made in view of the actual state of the prior art, and its purpose is to reliably prevent damage to the shoulder portion, which is a drawback of rubber tube type sondes, and to prevent damage to the shoulder portion, which is a drawback of rubber tube type sondes. It is an object of the present invention to provide a sonde for an in-hole lateral loading test device that can utilize the advantages as they are, increase the range (pore diameter) that can withstand high pressure, and has a relatively simple structure.
かかる目的を達成するため、本発明のゾンデ
は、筒状のガイド支柱内にゴムチユーブを挿着
し、ガイド支柱周壁面の開口に載荷板を出没自在
に嵌着して、ゴムチユーブに加圧流体を導して、
その膨張により載荷板を外方向へ突出させて孔内
横方向に載荷するよう構成されている。 In order to achieve this object, the sonde of the present invention has a rubber tube inserted into a cylindrical guide column, a loading plate removably fitted into an opening in the peripheral wall of the guide column, and a pressurized fluid supplied to the rubber tube. Guide me,
The expansion causes the loading plate to protrude outward and is configured to load laterally within the hole.
以下、図面に基づき本発明において更に詳しく
説明する。第1図は本発明に係るゾンデの概要を
示すものであり、Aは加圧前のゾンデ形態を、B
は加圧膨張時のゾンデ形態をそれぞれ示してい
る。また、第2図A,Bはそれぞれ第1図A,B
の横断面を示している。装置は主として、筒状の
鋼製ガイド支柱1と、その内部に挿入されたゴム
チユーブ2と、ガイド支柱1に組込まれている載
荷用剛板3とからなる。筒状のガイド支柱1に
は、その外周部に、軸方向に沿つて延びる細長状
の開口部が2個所、相対向する位置に設けられて
おり、前記載荷用剛板3は、その開口部にて出没
自在に嵌装されている。 Hereinafter, the present invention will be explained in more detail based on the drawings. FIG. 1 shows an outline of the sonde according to the present invention, where A shows the shape of the sonde before pressurization, and B shows the shape of the sonde before pressurization.
1 and 2 respectively show the configuration of the sonde at the time of pressurized expansion. Also, Figure 2 A and B are respectively similar to Figure 1 A and B.
shows a cross section of The device mainly consists of a cylindrical steel guide column 1, a rubber tube 2 inserted into the guide column 1, and a loading rigid plate 3 built into the guide column 1. The cylindrical guide column 1 is provided with two elongated openings extending along the axial direction at opposing positions on its outer periphery, and the loading rigid plate 3 is provided with two elongated openings extending along the axial direction. It is fitted in such a way that it can appear freely.
載荷用剛板3は、軸方向に、上方剛板3a、中
央剛板3b、下方剛板3cに三分割され、かつそ
れらは互いに係止されていると共に、内側に位置
するゴムチユーブ2にシール性を考慮したビス固
定で止着されており、ゴムチユーブ2の動きに同
調する。載荷用剛板3の両側面は、ガイド支柱1
によりガードされており、ゴムチユーブ2は加圧
によつて載荷用剛板3の取り付けてある方向のみ
に膨張し、ガイド支柱面は、支柱の剛性により膨
張できない構造としてある。 The loading rigid plate 3 is axially divided into three parts: an upper rigid plate 3a, a central rigid plate 3b, and a lower rigid plate 3c, which are locked to each other, and the rubber tube 2 located inside has a sealing property. It is fixed with screws that take into consideration the following, and synchronizes with the movement of the rubber tube 2. Both sides of the loading rigid plate 3 are provided with guide columns 1
The rubber tube 2 expands only in the direction in which the loading rigid plate 3 is attached when pressurized, and the guide column surface is constructed such that it cannot expand due to the rigidity of the column.
また、前述のように、三分割した載荷用剛板3
のうち、上方及び下方の剛板3a,3bは、ガイ
ド支柱1から外れない構造となつていてゴムチユ
ーブ2の肩部の膨張を抑制する。中央剛板3b
は、上方剛板3aと下方剛板3cに挾まれている
が、その接触面は自由に回動できる構造の一種の
ヒンジ継手となつている。 In addition, as mentioned above, the loading rigid plate 3 divided into three
Of these, the upper and lower rigid plates 3a and 3b have a structure that prevents them from coming off the guide column 1, and suppress expansion of the shoulder portion of the rubber tube 2. Central rigid plate 3b
is sandwiched between an upper rigid plate 3a and a lower rigid plate 3c, and the contact surface thereof is a type of hinge joint that can freely rotate.
ゴムチユーブ2内には変位検出用センサ4が設
けられ、中央の剛板3bの移動量を検出し、電気
信号に変換して、信号ケーブル5を介して地上に
導き出される。勿論、前記ゴムチユーブ2には加
圧用チユーブ6が取付けられ、地上の加圧装置か
らの高圧流体が導入される。 A displacement detection sensor 4 is provided inside the rubber tube 2 to detect the amount of movement of the central rigid plate 3b, convert it into an electrical signal, and lead it to the ground via a signal cable 5. Of course, a pressurizing tube 6 is attached to the rubber tube 2, and high pressure fluid is introduced from a pressurizing device on the ground.
さて、このようなゾンデは、第1図A、第2図
Aに示すような状態でボーリング孔内に挿入され
る。孔内の所定位置に達したならば、加圧用チユ
ーブ6を通して地上から高圧流体をゾンデ内ゴム
チユーブ2に圧入する。すると、ゴムチユーブ2
は膨張し、それにつれて載荷用剛板3は外方に突
出し、孔壁に横方向の力を作用させる(第1図
B、第2図B参照)。なお、ゴムチユーブ2は、
筒状のガイド支柱1及び載荷用剛板3にて囲まれ
ているから、高圧力によるパンク等の破損は発生
することなく、載荷用剛板3に載荷圧力を伝達で
きる。地盤の変位量の検出は、中央剛板3b間の
移動量を変位検出用センサ4によつて計測するこ
とによつてなされる。このようにして、低圧力か
ら高圧力に至る“圧力と変位量”との関係を測定
して地盤の強度定数を安定した方法にて検出でき
る。測定後は、ゴムチユーブ2内の加圧流体を抜
く。そうすれば、ゴムチユーブ2は、もとの太さ
に戻り、載荷用剛板3はゴムチユーブ2に止着さ
れているため、その動きと同調してガイド支柱1
の開口部に収まり、第1図A、第2図Aに示すよ
うになる。それ故、その後は、孔内の別の地点ま
で移動するなり、引き抜くなりすればよい。 Now, such a sonde is inserted into a borehole in the state shown in FIG. 1A and FIG. 2A. When a predetermined position in the hole is reached, high-pressure fluid is forced into the rubber tube 2 inside the sonde from the ground through the pressurizing tube 6. Then, rubber tube 2
expands, and the loading rigid plate 3 accordingly protrudes outward, exerting a lateral force on the hole wall (see FIGS. 1B and 2B). In addition, the rubber tube 2 is
Since it is surrounded by the cylindrical guide column 1 and the loading rigid plate 3, loading pressure can be transmitted to the loading rigid plate 3 without causing damage such as puncture due to high pressure. The amount of displacement of the ground is detected by measuring the amount of movement between the central rigid plates 3b using the displacement detection sensor 4. In this way, the strength constant of the ground can be detected in a stable manner by measuring the relationship between "pressure and displacement" ranging from low pressure to high pressure. After the measurement, the pressurized fluid in the rubber tube 2 is removed. Then, the rubber tube 2 returns to its original thickness, and since the loading rigid plate 3 is fixed to the rubber tube 2, the guide column 1 moves in sync with the movement.
1A and 2A, as shown in FIG. 1A and FIG. 2A. Therefore, after that, it is only necessary to move it to another point within the hole or pull it out.
本発明に係るゾンデの一実施例を第3図に示
す。第1図の概要図に対応する部分には同一符号
を付し、それらについての記載は省略する。ガイ
ド支柱1と上方あるいは下方の剛板3a,3cと
の係止Eは、空隙をおいて対向する凸条10,1
1によつてなされ、それによつて上方剛板3a及
び下方剛板3cは、ガイド支柱1からの変位量が
規制される。上方あるいは下方の剛板3a,3c
と中央剛板3bとの係止Fは、凸条12と溝部1
3との遊嵌によつてなされ、その係止部Fでヒン
ジ的にある程度任意の角度で屈折自在である。 An embodiment of the sonde according to the present invention is shown in FIG. Portions corresponding to the schematic diagram of FIG. 1 are given the same reference numerals, and description thereof will be omitted. The engagement E between the guide column 1 and the upper or lower rigid plates 3a, 3c is achieved by the protrusions 10, 1 facing each other with a gap in between.
1, and thereby the amount of displacement of the upper rigid plate 3a and the lower rigid plate 3c from the guide column 1 is regulated. Upper or lower rigid plates 3a, 3c
The locking F between the center rigid plate 3b and the ridge 12 and the groove 1
3, and can be bent to some degree at an arbitrary angle at the locking portion F like a hinge.
この実施例で顕著な点は、これら載荷用剛板3
の外側に更に外ゴムチユーブ14が被せられてい
る点である。外ゴムチユーブ14の両端は、それ
ぞれ押え金具15を介して締付金具16によりガ
イド支柱1に固定されている。この外ゴムチユー
ブ14は、孔内泥水やその他の異物が、分離して
いる載荷用剛板3の継目や、載荷用剛板3とガイ
ド支柱1との境目に入り込んで、載荷用剛板3の
自由な出没動作を妨げるのを防止する機能を果
す。 The remarkable point in this embodiment is that these loading rigid plates 3
An outer rubber tube 14 is further placed over the outside of the tube. Both ends of the outer rubber tube 14 are fixed to the guide column 1 by clamping fittings 16 via presser fittings 15, respectively. This outer rubber tube 14 prevents muddy water and other foreign matter from entering the joint between the separated loading rigid plates 3 or the boundary between the loading rigid plates 3 and the guide column 1. It functions to prevent interference with free movement of appearance and appearance.
次に、載荷用剛板3とゴムチユーブ2との結合
関係について述べる。拡大して示されているよう
に、ゴムチユーブ2にシールワツシヤ20を介し
てゴムチユーブ締付けビス21を挿入し、内側で
シールナツト22と螺着し、ゴムチユーブ締付け
ビス21の中央に設けた非貫通ナツト部と載荷板
固定ビス23によつて、載荷用剛板3をゴムチユ
ーブ2に固定するのである。それ故、ゴムチユー
ブ2のシール性は維持される。また、ガイド支柱
1は高圧力によつて変形しないように、ゾンデ本
体に固定される。下方の拡大図に示されているよ
うに、ゴムチユーブ2は、シールワツシヤ20及
びゴムチユーブ締付ビス25によつてゾンデ本体
26に螺着、シール固定されており、ゴムチユー
ブ締付ビス25の中央に設けたナツト部とガイド
支柱補強用ビス24によつてガイド支柱1が固定
される。 Next, the connection relationship between the loading rigid plate 3 and the rubber tube 2 will be described. As shown in the enlarged view, the rubber tube tightening screw 21 is inserted into the rubber tube 2 via the seal washer 20, screwed onto the seal nut 22 on the inside, and the non-penetrating nut portion provided at the center of the rubber tube tightening screw 21 is connected to the load. The loading rigid plate 3 is fixed to the rubber tube 2 by plate fixing screws 23. Therefore, the sealing performance of the rubber tube 2 is maintained. Further, the guide column 1 is fixed to the sonde body so as not to be deformed by high pressure. As shown in the enlarged view below, the rubber tube 2 is screwed and sealed onto the sonde body 26 by a seal washer 20 and a rubber tube tightening screw 25, and a rubber tube tightening screw 25 is provided at the center of the rubber tube tightening screw 25. The guide column 1 is fixed by the nut portion and the guide column reinforcing screw 24.
この実施例に示したゾンデの動作は、第1図で
概要説明したのと同じである。 The operation of the sonde shown in this example is the same as outlined in FIG.
本発明は、上記のように、周囲がガイド支柱や
載荷用剛板にて取り囲まれているため、ゴムチユ
ーブが破損する虞れがなく、高圧力の載荷試験が
可能となること、また、ゴムチユーブを主体とし
た剛板載荷型構造だから、従来のジヤツキ式剛板
載荷ゾンデよりも有効変位測定量が大きくでき、
構造も簡単で、経済的であるし、更には、載荷用
剛板が三つ以上に分離しており、中央の剛板にて
変位量を検出し、上・下端部に位置する剛板はガ
イド板の役割をするから、加圧力に対する正確な
地盤の変位量の関係を測定することができるし、
載荷用剛板はゴムチユーブに固定されているか
ら、その内圧の変化に同調し、圧力を減じればも
との形状に戻り、ジヤーミング等の事故を生ずる
こともないなど、数々のすぐれた効果を奏しうる
ものである。 As described above, the present invention has the following advantages: Since the rubber tube is surrounded by guide columns and rigid loading plates, there is no risk of the rubber tube being damaged, and high pressure loading tests are possible. Because it has a rigid plate-loaded structure, the effective displacement measurement amount can be larger than that of the conventional jack-type rigid plate-loaded sonde.
The structure is simple and economical, and the loading rigid plate is separated into three or more parts, so the central rigid plate detects the amount of displacement, and the rigid plates located at the upper and lower ends detect the displacement. Since it acts as a guide plate, it is possible to accurately measure the relationship between ground displacement and applied force.
Since the loading rigid plate is fixed to the rubber tube, it synchronizes with changes in internal pressure, returns to its original shape when the pressure is reduced, and has many excellent effects, such as preventing accidents such as jamming. It is something that can be played.
第1図A,Bはそれぞれ本発明の概要説明図、
第2図A,Bはそれぞれそれらの断面図、第3図
は本発明の一実施例を示す説明図である。
1……ガイド支柱、2……ゴムチユーブ、3…
…載荷用剛板、3a……上方剛板、3b……中央
剛板、3c……下方剛板、4……変位検出用セン
サ、5……信号ケーブル、6……加圧用チユー
ブ。
FIGS. 1A and 1B are schematic explanatory diagrams of the present invention, respectively;
2A and 2B are sectional views thereof, and FIG. 3 is an explanatory view showing one embodiment of the present invention. 1... Guide post, 2... Rubber tube, 3...
...Rigid plate for loading, 3a... Upper rigid plate, 3b... Center rigid plate, 3c... Lower rigid plate, 4... Sensor for displacement detection, 5... Signal cable, 6... Pressure tube.
Claims (1)
た筒状のガイド支柱と、該ガイド支柱の内部に挿
入されるゴムチユーブと、前記開口にて出没自在
に嵌装した載荷板とを備え、該載荷板は軸方向に
三つ以上に分割され、かつ互いに係止されてお
り、ゴムチユーブ面に固定されると共に、両端の
載荷板はガイド支柱から脱落しないように係止さ
れていることを特徴とする孔内横方向載荷試験装
置用のゾンデ。1. A cylindrical guide column having an opening extending along the axial direction formed on the outer periphery, a rubber tube inserted into the inside of the guide column, and a loading plate fitted in the opening so as to be freely retractable. The loading plate is divided into three or more parts in the axial direction and are locked to each other, and is fixed to the rubber tube surface, and the loading plates at both ends are locked to prevent them from falling off the guide column. Sonde for in-hole lateral loading test equipment.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7109880A JPS56167019A (en) | 1980-05-28 | 1980-05-28 | Sonde for lateral loading test in hole |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7109880A JPS56167019A (en) | 1980-05-28 | 1980-05-28 | Sonde for lateral loading test in hole |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS56167019A JPS56167019A (en) | 1981-12-22 |
JPS6331610B2 true JPS6331610B2 (en) | 1988-06-24 |
Family
ID=13450715
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP7109880A Granted JPS56167019A (en) | 1980-05-28 | 1980-05-28 | Sonde for lateral loading test in hole |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS56167019A (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP4562158B2 (en) * | 2001-01-10 | 2010-10-13 | 財団法人電力中央研究所 | Rock crack measuring method and apparatus |
KR200445417Y1 (en) * | 2007-06-05 | 2009-07-28 | 김윤성 | Apparatus for testing shear stress in test bore hole |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5061010A (en) * | 1973-10-02 | 1975-05-26 | ||
JPS5475811A (en) * | 1977-11-30 | 1979-06-18 | Chuo Kaihatsu | Differential pressure type uniform displacement load tester |
-
1980
- 1980-05-28 JP JP7109880A patent/JPS56167019A/en active Granted
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5061010A (en) * | 1973-10-02 | 1975-05-26 | ||
JPS5475811A (en) * | 1977-11-30 | 1979-06-18 | Chuo Kaihatsu | Differential pressure type uniform displacement load tester |
Also Published As
Publication number | Publication date |
---|---|
JPS56167019A (en) | 1981-12-22 |
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