JPH0545667Y2 - - Google Patents
Info
- Publication number
- JPH0545667Y2 JPH0545667Y2 JP8153288U JP8153288U JPH0545667Y2 JP H0545667 Y2 JPH0545667 Y2 JP H0545667Y2 JP 8153288 U JP8153288 U JP 8153288U JP 8153288 U JP8153288 U JP 8153288U JP H0545667 Y2 JPH0545667 Y2 JP H0545667Y2
- Authority
- JP
- Japan
- Prior art keywords
- outer tube
- anchor
- tube
- tube body
- pressurized
- 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 - Lifetime
Links
- 238000001514 detection method Methods 0.000 claims description 19
- 239000007788 liquid Substances 0.000 claims description 18
- 238000002347 injection Methods 0.000 claims description 9
- 239000007924 injection Substances 0.000 claims description 9
- 239000000463 material Substances 0.000 claims description 5
- 230000002093 peripheral effect Effects 0.000 claims description 5
- 238000007789 sealing Methods 0.000 claims description 4
- 238000006073 displacement reaction Methods 0.000 description 13
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 9
- 229910000831 Steel Inorganic materials 0.000 description 8
- 239000010959 steel Substances 0.000 description 8
- 238000005259 measurement Methods 0.000 description 6
- 239000004568 cement Substances 0.000 description 5
- 238000010276 construction Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 3
- 239000008267 milk Substances 0.000 description 3
- 210000004080 milk Anatomy 0.000 description 3
- 235000013336 milk Nutrition 0.000 description 3
- 229910001369 Brass Inorganic materials 0.000 description 2
- 239000010951 brass Substances 0.000 description 2
- 238000005219 brazing Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 230000008961 swelling Effects 0.000 description 2
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000010949 copper Substances 0.000 description 1
- 229910052802 copper Inorganic materials 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Description
【考案の詳細な説明】
[産業上の利用分野]
本考案は加圧式アンカーに係り、より詳細に
は、土木工事等における地盤の変位検出等に用い
られ、液圧で膨張させることにより固定されるア
ンカーに関する。[Detailed description of the invention] [Industrial application field] The present invention relates to a pressurized anchor, and more specifically, it is used for detecting displacement of the ground in civil engineering works, etc., and is fixed by expanding with hydraulic pressure. Regarding the anchor.
[従来の技術]
トンネル工事やシールド工事等の土木工事で
は、地盤の経時的ゆるみ量等を測定する必要があ
り、変位が生じない基準アンカーをとる必要があ
る。[Prior Art] In civil engineering works such as tunnel construction and shield construction, it is necessary to measure the amount of loosening of the ground over time, and it is necessary to use a reference anchor that does not cause displacement.
従来から、このアンカーを設置する方法とし
て、ボーリングした穴に鉄筋を挿入し、セメント
で固定する方法が採用されているが、セメントの
硬化に時間がかかるため、水圧式アンカーが多用
されている。 Conventionally, the method used to install these anchors is to insert reinforcing bars into bored holes and fix them with cement, but because the cement takes time to harden, hydraulic anchors are often used.
第7図はトンネル工事において水圧式アンカー
を用いて地盤の変位を検出する場合の原理図を示
す。 FIG. 7 shows a principle diagram of detecting ground displacement using hydraulic anchors in tunnel construction.
同図において、51は固定部であり、トンネル
52の内壁から地中に向けてボーリングされた穴
53に挿入された後、逆止め弁54が経路中に介
在せしめられたパイプ55を通じて水を圧送し、
固定部51を膨張させることにより穴53内に固
定される。即ち、固定部51が設置される部分は
トンネル52の内壁から相当深い位置にあり、ト
ンネル52の掘削によつても地盤が変位せず、水
圧式アンカーによつて固定基準をとることが可能
になる。 In the same figure, 51 is a fixed part, which is inserted into a hole 53 bored underground from the inner wall of a tunnel 52, and then pumps water through a pipe 55 with a check valve 54 interposed in the path. death,
By expanding the fixing part 51, it is fixed in the hole 53. That is, the part where the fixed part 51 is installed is located at a considerably deep position from the inner wall of the tunnel 52, and the ground does not displace even when the tunnel 52 is excavated, and it is possible to establish a fixed standard using the hydraulic anchor. Become.
測定に際しては、固定部51に連結され、トン
ネル52側へ導かれている検出基準ロツド56と
トンネル52の内壁に取付けられている変位計5
7の相対的移動量をその変位計57で計測するこ
とにより、トンネル52の内壁部付近の地盤がど
の程度変位したかを測定する。 During measurement, a detection reference rod 56 connected to the fixed part 51 and guided toward the tunnel 52 and a displacement meter 5 attached to the inner wall of the tunnel 52 are used.
By measuring the amount of relative movement of 7 with the displacement meter 57, it is possible to measure how much the ground near the inner wall of the tunnel 52 has displaced.
この水圧式アンカーの拡大正面図は第8図に示
され、鋼管58の周囲に黄銅製の袋状帯体59が
巻付けてあり、該帯体59にパイプ55を通じて
水を圧送することにより袋状帯体59を膨張さ
せ、膨張した袋状帯体59が穴53の内壁に食込
んで、検出基準ロツド56が取付けられている鋼
管58を固定するようになつている。尚、逆止め
弁54は水の逆流を防止して、固定状態を維持さ
せる役割を果たす。 An enlarged front view of this hydraulic anchor is shown in FIG. 8, in which a brass bag-like band 59 is wrapped around a steel pipe 58, and water is forced into the band 59 through a pipe 55 to make a bag. The expanded bag-like band 59 bites into the inner wall of the hole 53 and fixes the steel pipe 58 to which the detection reference rod 56 is attached. Note that the check valve 54 serves to prevent backflow of water and maintain a fixed state.
[考案が解決しようとする課題]
ところで、前記の水圧式アンカーによると、水
を圧送した場合に、袋状帯体59の膨張変形の態
様は不定であり、穴53の径と固定部51の外径
との関係や、袋状帯体59の巻付け方や、鋼管5
8への固着の仕方等によつて種々に変化する。即
ち、例えば第9図に示すように袋状帯体59は
種々の形状に膨張変形することになり、この結
果、穴53の中心に対して鋼管58の中心がズレ
たり、検出基準ロツド56に捩れを生じさせたり
する不具合が発生する。[Problem to be solved by the invention] By the way, according to the above-mentioned hydraulic anchor, when water is pumped, the mode of expansion and deformation of the bag-like band 59 is indeterminate, and the diameter of the hole 53 and the fixing part 51 are variable. The relationship with the outer diameter, how to wrap the bag-shaped band 59, and the steel pipe 5
It varies depending on how it is fixed to 8. That is, as shown in FIG. 9, for example, the bag-shaped band 59 expands and deforms into various shapes, and as a result, the center of the steel pipe 58 deviates from the center of the hole 53, and the detection reference rod 56 Problems such as twisting may occur.
また、同図から明らかなように、袋状帯体59
が膨張した状態では、穴53の内壁及び鋼管58
の外周に対して袋状帯体59が極めて限られた箇
所だけで圧接し、且つ均一な圧接条件にならない
ことから不安全なアンカーしか得らえないという
問題がある。特に、トンネル工事等においては、
長期(例えば3年以上)の継続的測定を実施する
ような場合があり、前記の従来技術による水圧式
アンカーでは長期間の使用中にズレが生じて正確
な測定ができなくなるおそれがある。 Moreover, as is clear from the same figure, the bag-like band 59
In the expanded state, the inner wall of the hole 53 and the steel pipe 58
There is a problem in that the bag-shaped band 59 is pressed against the outer periphery of the belt only at extremely limited locations, and the pressure-welding conditions are not uniform, resulting in an unsafe anchor. Especially in tunnel construction etc.
There are cases where continuous measurement is to be carried out over a long period of time (for example, three years or more), and the above-mentioned conventional hydraulic anchor may become misaligned during long-term use, making accurate measurement impossible.
そこで、本考案は、固定時に検出基準ロツド5
6にズレや捩れが発生せず、また、穴53に対し
て均一且つ広い面積の圧接部を確保することによ
り安定した固定条件を得ることができ、長期間に
わたる正確な変位測定を可能にするアンカーを提
供することを目的として創作された。 Therefore, in the present invention, the detection standard rod 5 is
6 does not shift or twist, and by ensuring a uniform and wide area of pressure contact with the hole 53, stable fixing conditions can be obtained, making accurate displacement measurement possible over a long period of time. Created with the purpose of providing an anchor.
[課題を解決するための手段]
第1の考案は、可撓性を有した素材からなり、
襞が形成された外管を高剛性の管体に外嵌し、前
記外管の両端部と管体の外周面との間をシールす
ると共に、加圧液注入用パイプを前記外管と管体
との隙間に連通せしめ、管体に検出基準ロツドを
取付けたことを特徴とする加圧式アンカーに係
る。[Means for solving the problem] The first idea is made of a flexible material,
The outer tube in which the pleats are formed is fitted onto a highly rigid tube body, and a seal is formed between both ends of the outer tube and the outer peripheral surface of the tube body, and a pressurized liquid injection pipe is connected to the outer tube and the tube. The present invention relates to a pressurized anchor that communicates with a gap between the body and the body, and is characterized in that a detection reference rod is attached to the tubular body.
第2の考案は、前記の加圧式アンカーにおける
加圧液注入用パイプの経路中に逆止め弁を介在さ
せることにより、加圧液の逆流を防止したものに
係る。 The second invention relates to one in which a check valve is interposed in the path of the pressurized liquid injection pipe in the pressurized anchor to prevent backflow of the pressurized liquid.
第3の考案は、前記の各加圧式アンカーにおい
て、外管の両端部と管体の外周面とのシール部の
近傍であつて外管の中央寄りを、高剛性のバンド
で締着することにより、シール部における剥離を
防止したものに係る。 The third idea is to fasten the center of the outer tube with a high-rigidity band in the vicinity of the seal between both ends of the outer tube and the outer peripheral surface of the tube body in each of the above-mentioned pressurized anchors. Accordingly, peeling at the seal portion is prevented.
[作用]
本考案の加圧式アンカーにおいては、襞が形成
された外管を高剛性の管体に外嵌し、外管の両端
部と管体の外周面との間をシールすることによ
り、外管と管体との隙間に袋部が構成されてい
る。[Function] In the pressurized anchor of the present invention, the outer tube in which pleats are formed is fitted onto the highly rigid tube body, and by sealing between both ends of the outer tube and the outer peripheral surface of the tube body, A bag portion is formed in the gap between the outer tube and the tube body.
このアンカーを穴に挿入し、加圧液注入用パイ
プを通じて前記の袋部に液体を圧送すると、外管
は可撓性を有し、且つ襞が形成されているもので
あるため、液圧により外側へ膨張し、膨出した外
管の外面が穴の内壁に食込んでアンカー全体を穴
に固定する。即ち、管体側は高剛性であるため変
形しないが、外管側はその素材の可撓性と襞が形
成されていることにより、展張するための十分な
余裕があり、液の注入によつて襞部分が伸びて外
側へ大きく膨出することになる。 When this anchor is inserted into the hole and the liquid is pumped into the bag through the pressurized liquid injection pipe, the outer tube is flexible and has pleats, so the liquid pressure is applied to the outer tube. The outer surface of the outer tube expands outward and bites into the inner wall of the hole, fixing the entire anchor in the hole. In other words, the tube body side is highly rigid and will not deform, but the outer tube side has sufficient room for expansion due to the flexibility of its material and the formation of folds, and when liquid is injected, it will not deform. The folds will stretch and bulge outward.
ここに、加圧液は注入によつて袋部に充填され
ることになるが、加圧液注入用パイプの経路中に
逆止め弁を設けておくと、該弁は加圧液が逆流す
ることを防止する役割を果たし、膨出後の外管の
形状を維持させることができる。 Here, the pressurized liquid will be filled into the bag by injection, but if a check valve is provided in the path of the pressurized liquid injection pipe, the valve will prevent the pressurized liquid from flowing back. The shape of the outer tube after swelling can be maintained.
従つて、アンカー全体は膨出した外管の外面と
穴の内壁との圧接関係により固定・維持されるこ
とになるが、外管が外側へ均一に膨出するため圧
接部を周方向全域に確保でき、極めて安定した固
定条件を実現できる。また、均一な膨出により、
管体の中心が穴の中心からズレたり、管体自体が
回転することを防止できる。 Therefore, the entire anchor is fixed and maintained by the press-contact relationship between the outer surface of the expanded outer tube and the inner wall of the hole, but since the outer tube expands uniformly outward, the press-contact part is spread over the entire circumferential area. This makes it possible to achieve extremely stable fixing conditions. In addition, due to uniform bulge,
This prevents the center of the tube from shifting from the center of the hole and prevents the tube itself from rotating.
以上の結果、アンカーの設置時に検出基準ロツ
ドが曲がつたり捩れたりすることがなく、また安
定した固定条件が得られることにより、穴のアン
カー設置位置に対して検出基準ロツドが相対的に
変位することがなく、検出基準ロツドを用いて極
めて安定した測定が可能になる。 As a result of the above, the detection reference rod will not bend or twist when installing the anchor, and stable fixing conditions will be obtained, allowing the detection reference rod to be displaced relative to the anchor installation position in the hole. This makes it possible to perform extremely stable measurements using a detection standard rod.
ところが、外管と管体のシール部には加圧液の
注入により剥離方向への力が直接作用することに
なり、剥離によつて液漏れが生じる可能性があ
る。この問題に対して、前記のように高剛性バン
ドで外管の所定位置を締着しておくことにより、
シール部に剥離力が直接作用しないようにでき
る。 However, a force in the direction of separation is directly applied to the sealing portion between the outer tube and the tubular body due to the injection of pressurized liquid, and there is a possibility that liquid leakage may occur due to separation. To solve this problem, by tightening the outer tube at a predetermined position with a high-rigidity band as described above,
It is possible to prevent peeling force from directly acting on the seal portion.
尚、管体の中空部は、その内面積をパイプや検
出基準ロツドの取付け部として利用できるが、ア
ンカーを多段設置する場合のパイプや検出基準ロ
ツドの貫通用孔としても利用できる。 The inner area of the hollow part of the tubular body can be used as an attachment part for a pipe or a detection reference rod, but it can also be used as a through hole for a pipe or a detection reference rod when installing anchors in multiple stages.
[実施例]
以下、第1図から第6図を用いて本考案の実施
例を説明する。[Example] Hereinafter, an example of the present invention will be described using FIGS. 1 to 6.
第1図及び第2図はそれぞれ加圧式アンカーの
正面図(一部破断)及び横断面図(A−A矢視断
面)を示し、1は銅製または黄銅製の外管、2は
スチール製の管体、3は逆止め弁、4は加圧液注
入用パイプ、5は検出基準ロツド、6はスチール
製バンドである。 Figures 1 and 2 respectively show a front view (partially broken) and a cross-sectional view (cross section taken along the arrow A-A) of the pressurized anchor, in which 1 is a copper or brass outer tube, and 2 is a steel outer tube. A pipe body, 3 is a check valve, 4 is a pressurized liquid injection pipe, 5 is a detection reference rod, and 6 is a steel band.
外管1としては、第3図に示すように板体11
に襞7を形成しておき、その両端部1aをロー付
けすることにより管状に構成したもの、または、
第4図に示すように最初から円管状に形成された
ものに襞7を形成したものが用いられ、何れもそ
の内径が管体2に外嵌するように設定される。
尚、第2図から第4図においては、便宜上襞7が
緩やかに形成されているように描かれているが、
圧潰された態様になつていてもよい。 As the outer tube 1, as shown in FIG.
A structure formed into a tubular shape by forming folds 7 on the surface and brazing both ends 1a of the structure, or
As shown in FIG. 4, a tube that is originally formed into a circular tube shape with pleats 7 is used, and the inner diameter of each tube is set so that it fits over the tube body 2.
In addition, in FIGS. 2 to 4, the folds 7 are depicted as being formed gently for convenience, but
It may be in a crushed form.
この外管1は管体2に外嵌され、外嵌された状
態でその両端部1aが管体2の端部の外周面と全
周にわたつてロー付けされ、両端部1aが完全に
シールされる。 This outer tube 1 is fitted onto the tube body 2, and in the fitted state, its both ends 1a are brazed to the outer peripheral surface of the end of the tube body 2 over the entire circumference, and both ends 1a are completely sealed. be done.
また、管体2の中央部には孔8が形成されてお
り、同孔8にパイプ4がロー付けされることによ
り、外管1と管体2の4とパイプ4とが連通され
る。更に、管体2の内面には検出基準ロツド5が
溶接されている。 Further, a hole 8 is formed in the center of the tubular body 2, and by brazing the pipe 4 into the hole 8, the outer tube 1, 4 of the tubular body 2, and the pipe 4 are communicated with each other. Further, a detection reference rod 5 is welded to the inner surface of the tube body 2.
以上のように構成されたアンカーをボーリング
された穴に挿入し、パイプ4を通じて水を圧送す
る。 The anchor configured as described above is inserted into the bored hole, and water is pumped through the pipe 4.
すると、水は外管1と管体2の隙間に注入さ
れ、その圧力により外管1の内面を押圧し、外管
1を膨張させる。即ち、外管1と管体2の両端部
はシールされており、また管体2がスチール製の
高剛性体であることから、外管1の襞7は展張さ
れ、第5図及び第7図に示すように外側へ膨出
し、その結果、穴21の内壁に圧接して同壁に食
込む。 Then, water is injected into the gap between the outer tube 1 and the tube body 2, and its pressure presses the inner surface of the outer tube 1, causing the outer tube 1 to expand. That is, since both ends of the outer tube 1 and the tube body 2 are sealed, and since the tube body 2 is a highly rigid body made of steel, the folds 7 of the outer tube 1 are expanded, and as shown in FIGS. As shown in the figure, it bulges outward, and as a result, it comes into pressure contact with the inner wall of the hole 21 and bites into the same wall.
一定量の水が圧送されると、管体2は前記の外
管1の膨張により穴21の内壁に完全に固定され
た状態になるが、逆止め弁3は水の逆流を防止
し、その固定条件を維持する。尚、本実施例では
バンド6が両端部1aの中央寄りに外管1を締付
けた状態で取付けられているため、ロー付けされ
たシール部に水圧による剥離力が直接作用しない
ようになつている。 When a certain amount of water is pumped, the tube body 2 becomes completely fixed to the inner wall of the hole 21 due to the expansion of the outer tube 1, but the check valve 3 prevents the water from flowing back. Maintain fixed conditions. In this embodiment, the band 6 is attached to the center of both ends 1a with the outer tube 1 tightened, so that the peeling force due to water pressure does not directly act on the brazed seal portion. .
アンカーの固定状態において、穴21と外管1
との圧接関係は第6図に示すようになり、この状
態では外管1の襞7は展張して、外管1の外面が
穴21の周方向全体にほぼ等しい接触部分で圧接
することになり、極めて安定した固定条件を確保
できる。従つて、穴21の外部に設置された変位
計、例えばトンネル内の内壁に固定された変位計
に対して、検出基準ロツド5の端部を安定した固
定基準検出部として適用することができ、変位計
の設置された箇所の変位を正確に検出することが
可能になる。 When the anchor is fixed, the hole 21 and the outer tube 1
The pressure contact relationship with the hole 21 is as shown in FIG. 6, and in this state, the folds 7 of the outer tube 1 are expanded, and the outer surface of the outer tube 1 comes into pressure contact with the entire circumferential direction of the hole 21 at an approximately equal contact area. This ensures extremely stable fixing conditions. Therefore, for a displacement meter installed outside the hole 21, for example, a displacement meter fixed to the inner wall in a tunnel, the end of the detection reference rod 5 can be applied as a stable fixed reference detection part. It becomes possible to accurately detect displacement at the location where the displacement meter is installed.
また、外管1には襞7が均一に形成されている
ため、外管1は外側へ均一に膨張することにな
り、管体2が穴21の中心から偏心することはな
く、検出基準ロツド5に捩れが生じることも防止
できる。 In addition, since the folds 7 are uniformly formed in the outer tube 1, the outer tube 1 expands uniformly outward, and the tube body 2 is not eccentric from the center of the hole 21, and the detection reference rod is 5 can also be prevented from being twisted.
[考案の効果]
本考案の加圧式アンカーは、管体に外嵌された
襞付きの外管を膨出させることとしているため、
穴に対して広い圧接面積を確保でき、この結果、
検出基準ロツドを極めて安定した状態で支持し、
地盤の変位等の正確な測定を可能にする。[Effects of the invention] Since the pressurized anchor of the invention bulges out the pleated outer tube that is fitted onto the outside of the tube body,
A large pressure contact area can be secured against the hole, and as a result,
Supports the detection reference rod in an extremely stable state,
Enables accurate measurement of ground displacement, etc.
また、外管が均一に膨張するため、穴に対する
管体の偏心がなくなり、検出ロツドの捩れ等の不
具合も解消される。更に、本考案のアンカーの固
定部は、管体と一枚の板で構成された外管とから
なる簡単な構成にできるため、従来のアンカーよ
りも軽量化を図れ、設置作業が容易になるという
利点も有している。 Furthermore, since the outer tube expands uniformly, eccentricity of the tube body with respect to the hole is eliminated, and problems such as twisting of the detection rod are also eliminated. Furthermore, the fixing part of the anchor of the present invention can have a simple structure consisting of a tube body and an outer tube made of a single plate, making it lighter than conventional anchors and making installation work easier. It also has the advantage of
また、本考案のアンカーは、注入すると液体と
してセメントミルクを用いると、長期間にわたり
極めて安定した固定条件を実現できるという結果
を有している。即ち、従来技術では袋状帯体が膨
張した際にその折曲部が薄くなり、袋状帯体の内
部でセメントミルクが硬化しても僅かな外力が作
用するだけで前記の折曲部が割れてしまい、セメ
ントミルクを用いる利点がなくなるが、本考案の
アンカーでは、管体と外管との間でセメントミル
クが硬化し、硬化後に割れるようなことはなく、
完全な固定条件を半永久的に維持し得る。 Furthermore, the anchor of the present invention has the result that when cement milk is used as the liquid when injected, extremely stable fixation conditions can be achieved over a long period of time. That is, in the prior art, when the bag-like strip expands, the bent portion becomes thin, and even if the cement milk hardens inside the bag-like band, the bent portion is thinned by a slight external force. However, in the anchor of the present invention, the cement milk hardens between the tube body and the outer tube, and there is no possibility of cracking after hardening.
Complete fixation conditions can be maintained semi-permanently.
請求項(2)の考案は、逆止め弁を設けたことによ
り加圧液が逆流することを防止し、膨出後の外管
の形状を確実に維持し得るようにする。 The invention according to claim (2) prevents the pressurized liquid from flowing backward by providing the check valve, thereby making it possible to reliably maintain the shape of the outer tube after swelling.
請求項(3)の考案は、締着用バンドを付加したこ
とにより、外管と管体のシール部が剥離すること
を防止し、液漏れが発生しない堅牢なアンカーを
実現する。 The invention according to claim (3) prevents the sealing portion between the outer tube and the tube body from peeling off by adding a fastening band, thereby realizing a robust anchor that does not cause liquid leakage.
第1図は加圧式アンカーの正面図(一部破断)、
第2図は同アンカーの断面図(第1図におけるA
−A矢視)、第3図は外管に用いる襞付き板材の
斜視図、第4図は外管に用いる襞付き円管材の斜
視図、第5図はアンカーが穴内に固定された状態
を示す正面図、第6図は同断面図(第5図のB−
B矢視)、第7図はトンネル工事において水圧式
アンカーを用いて地盤の変位を検出する場合の原
理図、第8図は水圧式アンカーの拡大正面図、第
9図は水圧式アンカーが穴に固定された状態にお
ける断面図である。
1……外管、1a……両端部、2……管体、3
……逆止め弁、4……パイプ、5……検出基準ロ
ツド、6……バンド、7……襞。
Figure 1 is a front view of the pressurized anchor (partially broken);
Figure 2 is a cross-sectional view of the same anchor (A in Figure 1).
-A arrow view), Figure 3 is a perspective view of the pleated plate material used for the outer tube, Figure 4 is a perspective view of the pleated circular tube material used for the outer tube, and Figure 5 shows the state in which the anchor is fixed in the hole. Fig. 6 is a sectional view (B--B in Fig. 5).
Fig. 7 is a principle diagram for detecting ground displacement using a hydraulic anchor in tunnel construction, Fig. 8 is an enlarged front view of the hydraulic anchor, and Fig. 9 is a diagram showing how the hydraulic anchor detects ground displacement in a hole. FIG. 1... Outer tube, 1a... Both ends, 2... Tube body, 3
...Check valve, 4...Pipe, 5...Detection standard rod, 6...Band, 7...Fold.
Claims (1)
た外管を高剛性の管体に外嵌し、前記外管の両
端部と管体の外周面との間をシールすると共
に、加圧液注入用パイプを前記外管と管体との
隙間に連通せしめ、管体に検出基準ロツドを取
付けたことを特徴とする加圧式アンカー。 (2) 加圧液注入用パイプの経路中に逆止め弁を介
在させた請求項(1)の加圧式アンカー。 (3) 外管の両端部と管体の外周面とのシール部の
近傍であつて外管の中央寄りを、高剛性のバン
ドで締着した請求項(1)または(2)の加圧式アンカ
ー。[Claims for Utility Model Registration] (1) A pleated outer tube made of a flexible material is fitted onto a highly rigid tube body, and both ends of the outer tube and the outer periphery of the tube body. 1. A pressurized anchor characterized in that a pressurized liquid injection pipe is communicated with a gap between the outer tube and the tube body, and a detection reference rod is attached to the tube body. (2) The pressurized anchor according to claim (1), wherein a check valve is interposed in the path of the pressurized liquid injection pipe. (3) The pressurized type according to claim (1) or (2), wherein a high-rigidity band is used to fasten the outer tube in the vicinity of the sealing portion between both ends of the outer tube and the outer peripheral surface of the tube body, and near the center of the outer tube. anchor.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8153288U JPH0545667Y2 (en) | 1988-06-20 | 1988-06-20 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8153288U JPH0545667Y2 (en) | 1988-06-20 | 1988-06-20 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH025431U JPH025431U (en) | 1990-01-16 |
JPH0545667Y2 true JPH0545667Y2 (en) | 1993-11-24 |
Family
ID=31306311
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP8153288U Expired - Lifetime JPH0545667Y2 (en) | 1988-06-20 | 1988-06-20 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0545667Y2 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP4450862B1 (en) * | 2009-09-01 | 2010-04-14 | 弘和産業株式会社 | Folding structure of bag |
JP7398768B1 (en) * | 2023-10-17 | 2023-12-15 | 有限会社聖工業 | Embedded method |
-
1988
- 1988-06-20 JP JP8153288U patent/JPH0545667Y2/ja not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH025431U (en) | 1990-01-16 |
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