JPH0247417A - Check valve device for casing - Google Patents
Check valve device for casingInfo
- Publication number
- JPH0247417A JPH0247417A JP19713488A JP19713488A JPH0247417A JP H0247417 A JPH0247417 A JP H0247417A JP 19713488 A JP19713488 A JP 19713488A JP 19713488 A JP19713488 A JP 19713488A JP H0247417 A JPH0247417 A JP H0247417A
- Authority
- JP
- Japan
- Prior art keywords
- casing
- injection hole
- valve device
- sleeve
- coupling
- 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.)
- Pending
Links
- 238000002347 injection Methods 0.000 claims abstract description 41
- 239000007924 injection Substances 0.000 claims abstract description 41
- 230000008878 coupling Effects 0.000 claims abstract description 17
- 238000010168 coupling process Methods 0.000 claims abstract description 17
- 238000005859 coupling reaction Methods 0.000 claims abstract description 17
- 230000002093 peripheral effect Effects 0.000 claims abstract description 5
- 230000005489 elastic deformation Effects 0.000 claims description 4
- 238000010276 construction Methods 0.000 description 17
- 239000000126 substance Substances 0.000 description 14
- 239000011435 rock Substances 0.000 description 13
- 239000000463 material Substances 0.000 description 12
- 239000000243 solution Substances 0.000 description 9
- 238000000034 method Methods 0.000 description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 6
- 238000010586 diagram Methods 0.000 description 4
- 238000007596 consolidation process Methods 0.000 description 3
- 239000004568 cement Substances 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 230000035515 penetration Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 239000003814 drug Substances 0.000 description 1
- 229940079593 drug Drugs 0.000 description 1
- 239000013013 elastic material Substances 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000008267 milk Substances 0.000 description 1
- 210000004080 milk Anatomy 0.000 description 1
- 235000013336 milk Nutrition 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000003566 sealing material Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
Description
【発明の詳細な説明】
〈産業上の利用分野〉
本発明はパイプルーフ工法、ロックボルト工法、薬液注
入工法等に用いられるケーシング、ロックボルト、スリ
ーブパイプの逆止弁装置に関する。DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The present invention relates to check valve devices for casings, rock bolts, and sleeve pipes used in pipe roof construction methods, rock bolt construction methods, chemical injection construction methods, and the like.
〈従来の技術〉
他山の補強又は改良を目的として地山に穿孔した孔内に
鋼管等を挿入しモルタルや薬液を注入する工法として、
バイブルーフ工法やロックボルト工法及び薬液注入工法
が知られている。<Prior art> A construction method in which a steel pipe, etc. is inserted into a hole drilled in the ground for the purpose of reinforcing or improving another mountain, and mortar or chemical solution is injected.
The by roof construction method, the rock bolt construction method, and the chemical injection construction method are known.
各工法の施工法におけるモルタルや薬液の注入方法につ
いて簡単に説明する。We will briefly explain the mortar and chemical injection methods used in each construction method.
[バイブルーフ工法]
0穿式のパイプを地山に貫入した後、パイプの口元にキ
ャップを取り付け、パイプ内に固結材を注入すると共に
、パイプの先端からセメントミルクを吐出してパイプの
内外へ注入する方法。[Vibe roof construction method] After penetrating a zero-perforation pipe into the ground, a cap is attached to the mouth of the pipe, and a consolidating material is injected into the pipe, and cement milk is discharged from the tip of the pipe to coat the inside and outside of the pipe. How to inject into.
[ロックボルト工法]
0穿式のロックボルトを地山に貫入した後に、定着材を
ボルトの先端から注入する方法、又は口元から注入する
方法。[Rock bolt construction method] A method in which a zero-boring rock bolt is penetrated into the ground, and then the fixing material is injected from the tip of the bolt, or from the mouth.
[薬液注入工法1 (第9図)
周面に注入孔aを開設し、更に注入孔aの周囲にゴム製
のスリーブbを装着したパイプCを使用する。[Chemical injection method 1 (Fig. 9) A pipe C is used which has an injection hole a on its circumferential surface and a rubber sleeve b attached around the injection hole a.
そして、パイプC内に図示しないパッカを挿入してパイ
プCの内空を遮断し、この限定空間内に薬液を高圧注入
して、地山に部分的に薬液を注入する方法。Then, a packer (not shown) is inserted into the pipe C to block the inner space of the pipe C, and a chemical solution is injected at high pressure into this limited space, thereby partially injecting the chemical solution into the ground.
〈本発明が解決しようとする問題点〉
上記した工法の各注入法には、夫々次のような問題点が
ある。<Problems to be Solved by the Present Invention> Each of the injection methods described above has the following problems.
〈イ〉バイブルーフ工法にあっては、パイプ先端からの
みの注入であるから、固結材をパイプの全長に亘って均
等に浸透させることが困難である。(a) In the bi-roof construction method, since the cement is injected only from the tip of the pipe, it is difficult to uniformly infiltrate the solidifying material over the entire length of the pipe.
又、パイプの途中から孔内に固結材を注入することが不
可能で・ある。Furthermore, it is impossible to inject the consolidation material into the hole from the middle of the pipe.
〈口〉ロックボルト工法の場合は、定着材をロックボル
トの先端からのみ又は口元からのみ注入するため、定着
材の浸透範囲が狭いという問題がある。In the case of the <mouth> rock bolt construction method, the fixing material is injected only from the tip or mouth of the rock bolt, so there is a problem that the penetration range of the fixing material is narrow.
受は易いという不都合がある。The disadvantage is that it is easy to receive.
この不都合はスリーブを外装したロックボルトを使用す
るロックボルト工法の場合も共通する。This inconvenience is also common to the rock bolt construction method, which uses rock bolts covered with sleeves.
〈本発明の目的〉
本発明は以上の点に鑑みて成されたもので、次のケーシ
ングの逆止弁装置を提供することを目的とする。<Object of the present invention> The present invention has been made in view of the above points, and an object of the present invention is to provide the following casing check valve device.
〈イ〉スリーブの保護が図れる、ケーシングの逆止弁装
置。<A> Casing check valve device that protects the sleeve.
〈口〉各種工法に適用できて、汎用性に富む、ケーシン
グの逆止弁装置。<mouth> A highly versatile casing check valve device that can be applied to various construction methods.
〈本発明の構成〉
以下、図面を参照しながら本発明の一実施例について説
明する。尚、本実施例では、パイブルーフ工法に適用し
た場合を一例にして説明する。<Configuration of the Present Invention> An embodiment of the present invention will be described below with reference to the drawings. In this embodiment, a case where the method is applied to a pie roof construction method will be explained as an example.
〈イ〉逆止弁装置 逆止弁装置の一例を第1.2図に示す。<A> Check valve device An example of a check valve device is shown in Fig. 1.2.
本発明に係る逆止弁装置は、ケーシング1とカップリン
グ2の螺合部間に形成した空間3内にゴム製のスリーブ
4を位置させて、ケーシング1及びカップリング2の周
面に開設した注入孔11.21から薬液を吐出できるよ
う構成しである。The check valve device according to the present invention has a rubber sleeve 4 located in a space 3 formed between the threaded portion of the casing 1 and the coupling 2, and opened on the circumferential surfaces of the casing 1 and the coupling 2. It is configured so that a chemical solution can be discharged from the injection hole 11.21.
以下、各部について詳述する。Each part will be explained in detail below.
〈口〉ケーシング
ケーシング1は両端を開放した筒体であり、その各端部
に形成した薄肉部12の奥にめねじが刻設してあると共
に、各薄肉部12の周面に、複数の注入孔11が開設し
である。<Exposure> Casing The casing 1 is a cylindrical body with both ends open, and a female thread is carved deep into the thin walled portion 12 formed at each end, and a plurality of threads are formed on the circumferential surface of each thin walled portion 12. The injection hole 11 has now been opened.
又、実際にケーシング1を使用する場合は、注入孔11
から水や土砂の侵入を阻止するために、注入孔11内に
スポンジなどの弾性樹脂や粘土等を詰めて使用する。Also, when actually using the casing 1, the injection hole 11
In order to prevent water and dirt from entering, the injection hole 11 is filled with elastic resin such as sponge, clay, etc.
〈ハ〉カップリング
カップリング2は、ケーシング1間を連結する筒体であ
って、ケーシング1と等しい外径の大径部22と、大径
部22の両端に位置する小径部23と、小径部23の周
面に開設した注入孔21とからなる。<C> Coupling The coupling 2 is a cylindrical body that connects the casings 1, and includes a large diameter portion 22 having an outer diameter equal to that of the casing 1, a small diameter portion 23 located at both ends of the large diameter portion 22, and a small diameter portion 23 located at both ends of the large diameter portion 22. It consists of an injection hole 21 opened on the circumferential surface of a portion 23.
小径部23の外周には、前記ケーシング1に螺合するた
めのおねじが刻設しである。A male thread for screwing into the casing 1 is carved on the outer periphery of the small diameter portion 23.
おねじの刻設範囲は、大径部22に最も近い位置からス
リーブ4の幅とほぼ等しい区間を除いたた全域に刻設さ
れる。The male thread is carved in the entire area excluding a section that is approximately equal to the width of the sleeve 4 from the position closest to the large diameter portion 22.
そして、おねじを刻設していない小径部23の周面に複
数の注入孔21が開設しである。A plurality of injection holes 21 are provided on the circumferential surface of the small diameter portion 23 which is not threaded.
カップリング2の小径部23をケーシング1に螺合する
と、注入孔21の外方に環状の空間3が形成される。When the small diameter portion 23 of the coupling 2 is screwed onto the casing 1, an annular space 3 is formed outside the injection hole 21.
空間3は、少なくともスリーブ4の弾性変形を許容する
だけの領域があれば良い。The space 3 only needs to have an area that is at least large enough to allow elastic deformation of the sleeve 4.
尚、24は小径部23の端部外周に装着した止水用のシ
ール材である。Note that 24 is a water-stop sealing material attached to the outer periphery of the end of the small diameter portion 23.
〈二〉スリーブ
スリーブ4はリング状の弾性材からなり、穿孔時の送水
圧により弾性変形せず、薬液注入時の注入圧によって弾
性変形するように、適切な弾力が付与されている。<2> Sleeve The sleeve 4 is made of a ring-shaped elastic material, and is given appropriate elasticity so that it does not undergo elastic deformation due to the water supply pressure during drilling, but is elastically deformed due to the injection pressure during injection of the chemical solution.
〈ホ〉注入孔の開設位置について
第2図に拡大して示すようにケーシング1とカップリン
グ2を螺合したとき、両性入孔11.21のセンタを軸
方向に僅かにずらしておくと、薬液の吐出を円滑に行え
る。<E> About the opening position of the injection hole When the casing 1 and the coupling 2 are screwed together as shown in the enlarged view in Fig. 2, if the center of the bipolar injection hole 11.21 is slightly shifted in the axial direction, The chemical solution can be discharged smoothly.
尚、両性入孔11.21のセンタを一致させて形成する
場合もある。In some cases, the centers of the bisexual holes 11 and 21 are formed to coincide with each other.
〈作用〉
〈イ〉穿孔時(第2図)
ケーシング1の内部空間を送水路として利用する場合、
送水圧がカップリング2の注入孔21を経てスリーブ4
の内面に作用する。<Operation><A> During drilling (Fig. 2) When using the internal space of casing 1 as a water supply channel,
The water supply pressure passes through the injection hole 21 of the coupling 2 to the sleeve 4.
It acts on the inner surface of the body.
スリーブ4は、送水圧によって弾性変形しない弾性を有
するから弾性変形せずにこの注入孔21の外側を閉塞し
て、漏水を阻止する。Since the sleeve 4 has elasticity that does not undergo elastic deformation due to water supply pressure, it closes the outside of the injection hole 21 without being elastically deformed, thereby preventing water leakage.
〈口〉薬液注入時(第3図)
パッカ5.5を外装した内管6を、ケーシング1内に挿
入して薬液を注入する場合にあっては、内管6の吐出孔
51からバッカ5.5で仕切られた空間内に薬液が高圧
で吐出される。<Port> When injecting a chemical solution (Fig. 3) When inserting the inner tube 6 covered with the packer 5.5 into the casing 1 and injecting the drug solution, the backer 5 is inserted from the discharge hole 51 of the inner tube 6. The chemical liquid is discharged at high pressure into the space partitioned by .5.
その後、薬液はカップリング2の注入孔21を経てスリ
ーブ4を弾性変形して空間3へ流入し、ケーシング1の
注入孔11から他山へ向は吐出される。Thereafter, the chemical liquid flows into the space 3 through the injection hole 21 of the coupling 2 by elastically deforming the sleeve 4, and is discharged from the injection hole 11 of the casing 1 to the other side.
く二〉圧力非作用時
ケーシング1内に圧力が作用していないときは、スリー
ブ4がカップリング2の注入孔21を閉塞して地下水や
土砂の侵入を確実に阻止する。(2) When no pressure is applied When no pressure is applied within the casing 1, the sleeve 4 closes the injection hole 21 of the coupling 2 to reliably prevent groundwater and earth from entering.
〈その他の実施例1〉(第4図)
ケーシング1の注入孔11をケーシング1の端部まで切
り欠いた切欠或は長穴に形成しても良い。<Other Embodiment 1> (FIG. 4) The injection hole 11 of the casing 1 may be formed into a notch or an elongated hole cut out to the end of the casing 1.
〈その他の実施例2〉(第5図)
カップリングを介在しないで、直接ケーシング1.1の
螺合部に逆止弁装置を形成しても良い。<Other Embodiment 2> (Fig. 5) The check valve device may be formed directly at the threaded portion of the casing 1.1 without intervening a coupling.
即ち、ケーシングlの一端に形成した薄肉部の奥にめね
じを刻設し、この各薄肉部の周面に複数の注入孔11を
形成する。That is, a female thread is cut deep into a thin wall portion formed at one end of the casing l, and a plurality of injection holes 11 are formed on the circumferential surface of each thin wall wall.
そしてケーシング1の他端側の外周におねじを刻設する
と共に、おねじを刻設していない一部の周面に注入孔1
1を開設し、且つ、この注入孔11の周囲に弾性のスリ
ーブ4を外装する。Then, a thread is carved on the outer periphery of the other end of the casing 1, and an injection hole 1 is carved on the part of the peripheral surface where the male thread is not carved.
1 is opened, and an elastic sleeve 4 is wrapped around the injection hole 11.
そして、ケーシング1.1のおねじとめねじを螺合した
ときに、この螺合部間に環状の空間3を形成し得るよう
構成する。When the male and female threads of the casing 1.1 are screwed together, an annular space 3 can be formed between the screwed parts.
本実施例によれば、カップリング2を用いずに前記実施
例と同様に機能させることができる。According to this embodiment, the same function as in the previous embodiment can be achieved without using the coupling 2.
尚、両ケーシング1.1の注入孔11.11のセンタを
ずらして形成することは、前記の実施例と同様である。Note that the injection holes 11.11 of both casings 1.1 are formed with their centers shifted from each other, as in the previous embodiment.
〈その他の実施V1413>(第6図)又、端部におね
じを設は管体7.7を突き合わせ、これらの端部にソケ
ット8を螺着して接続する場合にも、これらの螺合部に
逆止弁装置を形成することも可能である。<Other implementations V1413> (Fig. 6) Also, when connecting the tubes 7 and 7 with screws at their ends and screwing the sockets 8 to these ends, these screws can be used. It is also possible to form a check valve device at the joint.
即ち、一方の管体7の端部の外周をスリーブ4とほぼ等
しい幅で凹設し、この凹部に注入孔71を開設すると共
に、スリーブ4を外装する。That is, the outer periphery of the end of one tube body 7 is recessed with approximately the same width as the sleeve 4, and the injection hole 71 is opened in this recess, and the sleeve 4 is covered.
一方、ソケット8の中央部に注入孔81を開設する。On the other hand, an injection hole 81 is opened in the center of the socket 8.
そして、ソケット8の両端に管体7.7を螺合したとき
に、この螺合部間に環状の空間3を形成し得るよう構成
する。When the tubular bodies 7.7 are screwed onto both ends of the socket 8, an annular space 3 can be formed between the screwed parts.
本実施例を、ロックボルト工法に適用すると、ロックボ
ルトの途上からの注入が可能となるだけでなく、定着材
の注入範囲が拡がるという利点が得られる。When this embodiment is applied to the rock bolt construction method, it not only becomes possible to inject the fixing material from the middle of the rock bolt, but also has the advantage of expanding the injection range of the fixing material.
〈その他の実施例4〉(第7.8図)
以上の実施例は二つの管体の螺合による接合箇所に逆止
弁装置を形成した場合について説明したが、二つ管体7
.7を溶接により接合する場合の接合部間に逆止弁装置
を形成することも考えられる。<Other Embodiment 4> (Fig. 7.8) In the above embodiment, the case where a check valve device is formed at the joint by screwing two pipe bodies is explained.
.. It is also conceivable to form a check valve device between the joint parts when the parts 7 are joined by welding.
本実施例は、管体7.7が溶接により接合するから、軸
方向の打撃力が作用する用途に不向きであるが、回転の
みを与えて挿入する用途に好適である。In this embodiment, since the tubular bodies 7.7 are joined by welding, it is not suitable for applications in which impact force in the axial direction is applied, but it is suitable for applications in which only rotation is applied for insertion.
〈本発明の効果〉
本発明は以上説明したようになるから次のような効果を
得るこ七ができる。<Effects of the Present Invention> Since the present invention is as explained above, the following effects can be obtained.
〈イ〉スリーブがケーシングの内部に収容しであるから
、使用中にスリーブのずれや損傷を防止できる。(a) Since the sleeve is housed inside the casing, it is possible to prevent the sleeve from shifting or being damaged during use.
従って、スリーブのつい丁;ケーシングで穿孔ができる
。Therefore, perforations can be made in the casing at the end of the sleeve.
〈口〉バイブルーフ工法に適用した場合は、バイブの途
上から他山へ向けて固結材を注入できる。<mouth> When applied to the vibrator roof method, consolidation material can be injected from the middle of the vibrator toward other peaks.
従って、孔内に固結材を均等に注入することができる。Therefore, the consolidation material can be evenly injected into the holes.
〈ハ〉ロックボルト工法に適用した場合は、ロックボル
トの途上から地山へ向けて定着材を注入できる。<C> When applied to the rock bolt construction method, the fixing material can be injected into the ground from the middle of the rock bolt.
従って、従来に比較し、定着材の浸透範囲を拡張するこ
とができる。Therefore, compared to the conventional method, the penetration range of the fixing material can be expanded.
第1図:逆止弁装置の分解斜視図
第2図:その組み立てた一部の拡大断面図第3図:薬液
注入時における逆止弁装置の上半の部分断面図
第4図:ケーシングの設ける他の注入孔の開設例の部分
拡大断面図
第5図:ケーシング間の螺合部間に逆止弁装置を形成す
る他の実施例の説明図
第6図:螺合部間に逆止弁装置を形成するその他の実施
例の説明図
第7.8図:管体の溶接部間に逆止弁装置を形成する他
の実施例の説明図
第9図:従来の逆止弁装置の説明図Figure 1: An exploded perspective view of the check valve device. Figure 2: An enlarged cross-sectional view of a part of the assembled part. Figure 3: A partial cross-sectional view of the upper half of the check valve device when injecting a chemical solution. Figure 4: View of the casing. Partially enlarged cross-sectional view of another example of opening an injection hole Fig. 5: Explanatory diagram of another embodiment in which a check valve device is formed between the threaded parts between the casings Fig. 6: Check valve device formed between the threaded parts between the casings Explanatory diagram of another embodiment of forming a valve device Figure 7.8: Explanatory diagram of another embodiment of forming a check valve device between the welded parts of the pipe body Figure 9: Illustration of a conventional check valve device Explanatory diagram
Claims (3)
にめねじが刻設してあると共に、各薄肉部の周面に複数
の注入孔を開設したケーシングと、ケーシングと等しい
外径の大径部の両端におねじを刻設した小径部が位置し
、且つ、おねじを刻設していない小径部の周面に注入孔
が開設してあると共に、この注入孔の周囲を弾性のスリ
ーブで外装したカップリングとよりなり、 ケーシングとカップリングの螺合部間のスリーブの周囲
に環状の空間を形成した、 ケーシングの逆止弁装置。(1) A casing in which a female thread is carved deep into a thin wall formed at the end of a cylindrical body with both ends open, and multiple injection holes are opened on the circumferential surface of each thin wall, which is equivalent to a casing. A small diameter part with a thread carved on both ends of the large diameter part of the outer diameter is located, and an injection hole is opened on the circumferential surface of the small diameter part with no male thread carved. A casing check valve device consisting of a coupling surrounded by an elastic sleeve, with an annular space formed around the sleeve between the threaded part of the casing and the coupling.
部の奥にめねじが刻設してあると共に、各薄肉部の周面
に複数の注入孔を形成し、 このケーシングの他端の外周におねじを刻設すると共に
、おねじを刻設していない一部の周面に注入孔を開設し
、且つ、この注入孔の周囲を弾性のスリーブで外装し、 前記ケーシングの螺合部間のスリーブの周囲に環状の空
間を形成した、 ケーシングの逆止弁装置。(2) A female thread is carved into the depths of the thin walled portion formed at one end of the casing with both ends open, and a plurality of injection holes are formed on the circumferential surface of each thin walled portion, and the outer periphery of the other end of the casing. At the same time, an injection hole is formed in a part of the peripheral surface where the male thread is not formed, and the injection hole is surrounded by an elastic sleeve, and the threaded part of the casing is A casing check valve device with an annular space formed around a sleeve between the two.
体の外周を溶接して接合する接合部間において、 両管体の接合部間に環状の空間を形成し、 前記空間に面して一対の管体の周面に注入孔を形成し、 内方に位置する管体の注入孔の周囲に、弾性のスリーブ
を弾性変形を許容する状態で外装した、ケーシングの逆
止弁装置。(3) An annular space is formed between the joint parts of both pipe bodies, between the joint parts where the ends of the pair of pipe bodies are fitted and the outer peripheries of these pipe bodies are welded, and the space is A non-return check for a casing, in which an injection hole is formed on the peripheral surface of a pair of tubes facing the inner tube, and an elastic sleeve is wrapped around the injection hole in the inner tube to allow elastic deformation. Valve device.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP19713488A JPH0247417A (en) | 1988-08-09 | 1988-08-09 | Check valve device for casing |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP19713488A JPH0247417A (en) | 1988-08-09 | 1988-08-09 | Check valve device for casing |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0247417A true JPH0247417A (en) | 1990-02-16 |
Family
ID=16369318
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP19713488A Pending JPH0247417A (en) | 1988-08-09 | 1988-08-09 | Check valve device for casing |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0247417A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100387085B1 (en) * | 2000-10-13 | 2003-06-12 | (주)용마공영 | Anchor Pile |
JP2007002885A (en) * | 2005-06-22 | 2007-01-11 | Aisin Takaoka Ltd | Differential gear |
US7234873B2 (en) | 2003-02-26 | 2007-06-26 | Nippon Thompson Co., Ltd. | Rolling-contact bearing containing solid lubricant therein |
JP2012202119A (en) * | 2011-03-25 | 2012-10-22 | Suiken Grout Kk | Liquid medicine injection pipe for foundation improvement and liquid medicine injection construction method for foundation improvement |
-
1988
- 1988-08-09 JP JP19713488A patent/JPH0247417A/en active Pending
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100387085B1 (en) * | 2000-10-13 | 2003-06-12 | (주)용마공영 | Anchor Pile |
US7234873B2 (en) | 2003-02-26 | 2007-06-26 | Nippon Thompson Co., Ltd. | Rolling-contact bearing containing solid lubricant therein |
JP2007002885A (en) * | 2005-06-22 | 2007-01-11 | Aisin Takaoka Ltd | Differential gear |
JP2012202119A (en) * | 2011-03-25 | 2012-10-22 | Suiken Grout Kk | Liquid medicine injection pipe for foundation improvement and liquid medicine injection construction method for foundation improvement |
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