JPH0710031U - Bar reinforcement for ground reinforcement - Google Patents

Bar reinforcement for ground reinforcement

Info

Publication number
JPH0710031U
JPH0710031U JP3854993U JP3854993U JPH0710031U JP H0710031 U JPH0710031 U JP H0710031U JP 3854993 U JP3854993 U JP 3854993U JP 3854993 U JP3854993 U JP 3854993U JP H0710031 U JPH0710031 U JP H0710031U
Authority
JP
Japan
Prior art keywords
rod
tip
rear end
ground
cap
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.)
Granted
Application number
JP3854993U
Other languages
Japanese (ja)
Other versions
JP2573393Y2 (en
Inventor
和利 西中村
郁男 伊藤
俊雄 大越
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.)
Teisaku Corp
Original Assignee
Teisaku Corp
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 Teisaku Corp filed Critical Teisaku Corp
Priority to JP1993038549U priority Critical patent/JP2573393Y2/en
Publication of JPH0710031U publication Critical patent/JPH0710031U/en
Application granted granted Critical
Publication of JP2573393Y2 publication Critical patent/JP2573393Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Landscapes

  • Piles And Underground Anchors (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

(57)【要約】 【目的】製作の容易な且つ、現場に於いて、極めて容易
に種々の長さの補強材の必要性にも対応し得る地盤補強
用棒状補強材を提供することを目的としたものである。 【構成】回転穿孔させることなく、地盤中に直接強制的
に押し込み使用する棒状補強材において、軸芯に沿って
全長に亘って貫通形成された中空孔を有するロッド部
と、その後端に具備される前記中空孔と連通する貫通孔
を有するホース接続部及び前記ロッド部の先端に装着さ
れる外周が前記ロッド部外周よりも大径で且つ前記ロッ
ド部先端と嵌合するための凹部を有する有底のキャップ
部とより構成されており、前記キャップ部の凹部の底部
とこれに連通する内周面にロッド部先端を嵌合した場合
において、前記中空孔と連通し、キャップ部の後端で開
口する少なくとも1つ以上の通路が形成されているもの
である。
(57) [Abstract] [Purpose] An object of the present invention is to provide a rod-shaped reinforcing material for ground reinforcement that is easy to manufacture and can respond to the need for reinforcing materials of various lengths very easily in the field. It is what [Structure] A rod-shaped reinforcing member which is forcibly pressed directly into the ground for use without being perforated by rotation. A rod portion having a hollow hole formed through the entire length along an axial center and a rear end thereof are provided. A hose connecting portion having a through hole communicating with the hollow hole, and an outer circumference attached to the tip of the rod portion having a larger diameter than the outer circumference of the rod portion and having a recess for fitting with the tip of the rod portion. When the tip of the rod portion is fitted to the bottom portion of the concave portion of the cap portion and the inner peripheral surface that communicates with the bottom portion of the cap portion, the rod portion communicates with the hollow hole and the rear end of the cap portion. At least one or more passages that open are formed.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

この考案は、地盤補強用棒状補強材の一部を把持して振動又は打撃と前進推力 を与え、回転穿孔することなく前記棒状補強材野を地盤中に直接強制的に押し込 み、 軟弱地盤或いは地盤の崩落防止又は地滑り防止を行う地盤補強強化工法に 用いる地盤補強用補強材に関するものである。 This invention grasps a part of the bar-shaped reinforcing material for ground reinforcement to give vibration or impact and forward thrust, and forcibly pushes the bar-shaped reinforcing material field directly into the ground without rotary perforation. Alternatively, the present invention relates to a reinforcing material for ground reinforcement used in a ground reinforcement strengthening method for preventing ground collapse or landslide prevention.

【0002】[0002]

【従来の技術】[Prior art]

この分野に関連する従来の技術としては、本願出願人達が先に出願した特開平 4−87399号がある。又、本考案とは地盤補強材の地盤への貫入方式が異な るが、地盤補強材の先端に掘削用ビットを設けたものを使用して地盤補強材に回 転と前進力を与えて、穿孔貫入させる方式としては実公平4−7231号が公知 である。本考案は、前記実公平4−7231号の方式とは異なり、棒状補強材を 回転させることなく強制的に地盤中に押し込むものであって、使用方法及び作用 効果が異なるものである。また、一方、地盤補強用棒状補強材は、補強現場の状 況によって、各種の長さのものが必要となり、長さの異なる棒状補強材を用意す る必要があった。 As a conventional technique related to this field, there is Japanese Patent Application Laid-Open No. 4-87399 filed by the present applicants. Although the method of penetration of the ground reinforcement into the ground is different from that of the present invention, the ground reinforcement is provided with a drilling bit at the tip to give rotation and forward force to the ground reinforcement. Japanese Utility Model Publication No. 4-7231 is known as a method of making a hole to penetrate. The present invention is different from the method of Japanese Utility Model Publication No. 4-7231 in that the rod-shaped reinforcing material is forcedly pushed into the ground without rotating, and the usage method and the operation and effect are different. On the other hand, the bar-shaped reinforcing material for ground reinforcement needs to have various lengths depending on the conditions of the reinforcement site, and it was necessary to prepare bar-shaped reinforcing materials of different lengths.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

上記のような従来の製品、例えば、前者の場合はロッド先端に大径部を形成す るためには、ロッドの鍛造工程での大径部を形成するか或いはロッド鍛造後に大 径部を溶接するかいずれかの工程が必要で、更にその後複数の噴出孔を穿設する 工程が必要で、用途に応じ長さの異なる多種類の補強材の準備が必要で、全数に ついて加工が必要なため、製作費用も高価となるものであった。また、後者の場 合、回転させるための掘削用ビットを設けているものであるが、このビットの製 作も穿孔に適した特殊な形状で且つ特殊な材料を用いて製作する必要性から相当 高価な製品となるものである。 In the case of the conventional products as described above, for example, in the former case, in order to form a large diameter portion at the tip of the rod, the large diameter portion is formed in the rod forging process, or the large diameter portion is welded after the rod forging. Either one of them is required, and after that, a step of forming multiple ejection holes is required, and it is necessary to prepare various types of reinforcing materials with different lengths according to the application, and it is necessary to process all of them. Therefore, the production cost was also high. In the latter case, a bit for excavation for rotating is provided, but this bit is also produced due to the need to make it with a special shape suitable for drilling and using a special material. It will be an expensive product.

【0004】 本考案は、以上のような事項に鑑み開発したもので、製作の容易な且つ、現場 に於いて、極めて容易に種々の長さの補強材の必要性にも対応し得る製品を提供 することを目的としたものである。The present invention has been developed in view of the above matters, and is a product that is easy to manufacture and that can easily cope with the need for reinforcing materials of various lengths in the field. It is intended to be provided.

【0005】[0005]

【課題を解決するための手段】[Means for Solving the Problems]

次に本考案について説明する。 回転穿孔させることなく地盤中に直接強制的に押し込み使用する棒状補強材に おいて、軸芯に沿って全長に亘って貫通形成された中空孔を有するロッド部と、 その後端に具備される前記中空孔と連通する貫通孔を有するホース接続部及び前 記ロッド部の先端に装着される外周が前記ロッド部外周よりも大径で且つ前記ロ ッド部先端と嵌合するための凹部を有する有底のキャップ部とより構成されてお り、前記キャップ部の凹部の底部とこれに連通する内周面にロッド部先端を嵌合 した場合において、前記中空孔と連通し、且つ、キャップ部の後端で開口する少 なくとも1つ以上の通路が形成されているものである。 Next, the present invention will be described. In a rod-shaped reinforcing member that is forcibly pressed directly into the ground without rotating and drilling, a rod portion having a hollow hole formed through the entire length along the axis and a rear end of the rod portion is provided. The hose connecting part having a through hole communicating with the hollow hole and the outer periphery attached to the tip of the rod part have a larger diameter than the outer periphery of the rod part and a recess for fitting with the tip of the rod part. It is composed of a bottomed cap part, and when the tip of the rod part is fitted to the bottom part of the concave part of the cap part and the inner peripheral surface communicating with this, the cap part communicates with the hollow hole. At least one or more passages that open at the rear end are formed.

【0006】 又、地盤補強用棒状補強材のロッド部後端に具備するホース接続部は、貫通孔 を有するホース接続用突起部を後端に形成し、先端部分にはロッド部のネジと螺 合する雌ネジを有する筒部を設け、又、突起部の外側に少なくとも1箇所適宜の 幅を有する開口部を設けた保護カバーを設けた構成のホース接続部を組合わせる ことが好ましい。Further, the hose connecting portion provided at the rear end of the rod portion of the ground-reinforcing rod-shaped reinforcing member has a hose connecting protrusion having a through hole formed at the rear end, and a screw and a screw of the rod portion are formed at the front end portion. It is preferable to combine a hose connection part having a structure in which a cylindrical part having a matching female screw is provided, and a protective cover having at least one opening having an appropriate width is provided outside the protrusion.

【0007】[0007]

【作用】[Action]

本考案は以上のような構成であるから、キャップ部をロッド部先端に装着する だけで、ロッド部先端に大径部が形成されると共に、同時にロッド部の中空孔と 連通するセメントミルク等の凝固剤の噴出孔も形成され、ロッド部後端のホース 接続部に接続されたホースから供給されたセメントミルク等の凝固剤がロッド部 の中空孔を通ってキャップ部内の通路に導かれ、該キャップ部後端から後方に向 けて噴出し、棒状補強材の地盤への貫入と同時進行で凝固剤の注入が可能となる ものである。 Since the present invention has the above-described structure, a large diameter portion is formed at the tip of the rod portion by simply attaching the cap portion to the tip portion of the rod portion, and at the same time, cement milk or the like communicating with the hollow hole of the rod portion is formed. An injection hole for the coagulant is also formed, and the coagulant such as cement milk supplied from the hose connected to the hose connection part at the rear end of the rod part is guided through the hollow hole of the rod part to the passage in the cap part, The coagulant can be injected from the rear end of the cap part toward the rear and simultaneously with the penetration of the rod-shaped reinforcement into the ground.

【0008】[0008]

【実施例】【Example】

次に図面に基づいて、本考案の一実施例について説明する。 Next, an embodiment of the present invention will be described with reference to the drawings.

【0009】 先ず、本考案の構成を説明すると、地盤補強用棒状補強材の一部を把持する解 除可能な把持機構を介して、回転穿孔させることなく、地盤中に直接強制的に押 し込み使用する棒状補強材1において、軸芯に沿って全長に亘って貫通形成され た中空孔2を有するロッド部3と、その後端に具備される前記中空孔2と連通す る貫通孔を有するホース接続部4及び前記ロッド部3の先端に装着される外周が 前記ロッド部3の外周よりも大径で、且つ、前記ロッド部3の先端と嵌合するた めの凹部5を有する有底のキャップ部6とより構成されており、前記キャップ部 6の凹部5の底部とこれに連通する内周面にロッド部3の先端を嵌合した場合に おいて、前記中空孔2と連通する少なくとも1つ以上の通路7・・が形成されて いるものである。First, the structure of the present invention will be described. A removable gripping mechanism for gripping a part of the ground reinforcing rod-shaped reinforcing material is used to forcefully press the ground directly into the ground without rotating and punching. The rod-shaped reinforcing member 1 to be used has a rod portion 3 having a hollow hole 2 formed through the entire length along the axis and a through hole communicating with the hollow hole 2 provided at the rear end. A bottomed bottom having a hose connecting part 4 and an outer circumference attached to the tip of the rod part 3 having a larger diameter than the outer circumference of the rod part 3 and having a recess 5 for fitting with the tip of the rod part 3. When the tip of the rod portion 3 is fitted to the bottom of the recess 5 of the cap portion 6 and the inner peripheral surface that communicates with this, it communicates with the hollow hole 2. At least one or more passages 7 ... Are not formed It is something.

【0010】 この場合、中空ロッド部3の先端部と嵌合するキャップ部6の嵌合部は、図4 に示すようにキャップ部6の凹部5を緩やかな勾配を付けた凹部に形成し、該凹 部5にロッド部3の先端部を圧入する方式、又は図5に示すようにキャップ部3 の凹部5の中央にロッド部3の中空孔2に挿入する突起8を形成し、この突起8 の中心にロッド部3の中空孔2とキャップ部6の凹部5の底部とにそれぞれ連通 する通路7・・・を設け、前記突起部をロッド部3の中空孔2に圧入または螺合 させる方式、或いは図1、図2や図6に示すようにロッド部3に形成されたネジ と螺合する方式のいずれかの方式にしたものであり、又、ロッド部3の後端のホ ース接続部4との結合も種々考えられ、例えば、ロッド部3の後端と溶接等で一 体形成するか、或いはロッド部3の中空孔2の後端に形成した雌ネジと螺合する か、ロッド部3の中空孔に圧入するか、ロッド部3の外周部に圧入するか、或い はロッド部3の外周に形成されたネジに螺合するかの方式でロッド部3の後端に 取り付けるかしたものである。In this case, the fitting portion of the cap portion 6 that fits with the distal end portion of the hollow rod portion 3 is formed by forming the concave portion 5 of the cap portion 6 into a concave portion having a gentle slope, as shown in FIG. A method in which the tip portion of the rod portion 3 is press-fitted into the concave portion 5, or a projection 8 to be inserted into the hollow hole 2 of the rod portion 3 is formed in the center of the concave portion 5 of the cap portion 3 as shown in FIG. At the center of 8, there are provided passages 7 ... Communicating with the hollow hole 2 of the rod part 3 and the bottom of the recess 5 of the cap part 6, respectively, and the protrusion is press-fitted or screwed into the hollow hole 2 of the rod part 3. 1 or a method of screwing with a screw formed on the rod portion 3 as shown in FIGS. 1, 2 and 6, and a hoist at the rear end of the rod portion 3 is used. There are various conceivable combinations with the connecting portion 4, for example, by welding with the rear end of the rod portion 3 Whether it is formed, screwed into a female screw formed at the rear end of the hollow portion 2 of the rod portion 3, pressed into the hollow hole of the rod portion 3, or pressed into the outer peripheral portion of the rod portion 3, or Is attached to the rear end of the rod portion 3 by screwing with a screw formed on the outer periphery of the rod portion 3.

【0011】 また、ホース接続部4は、貫通孔17を有するホース接続用突起部16を後端 に形成し、このホース接続部4の先端部分にはロッド部3のネジと螺合する雌ネ ジ14を有する筒部を設け、又、突起部16の外側に少なくとも1箇所適宜の幅 を有する開口部12を設けた保護カバー13を設けた構成のものが好ましい。Further, the hose connecting portion 4 has a hose connecting protrusion 16 having a through hole 17 formed at the rear end thereof, and the female end of the hose connecting portion 4 is screwed into the screw of the rod portion 3 at the tip end portion thereof. It is preferable that a cylindrical portion having a groove 14 is provided and a protective cover 13 having at least one opening 12 having an appropriate width is provided outside the protruding portion 16.

【0012】 以上のように、各部の結合は極めて簡易な方式で嵌合或いは螺合の形態を採用 したもので、特別な構成を形成していないものであり、特に、ロッド部3は市販 の製品を必要な長さに切断して使用し得るもので、極めて安価な製品を提供でき るものである。As described above, the connection of the respective parts adopts a form of fitting or screwing in an extremely simple method and does not have a special structure. Especially, the rod part 3 is commercially available. The product can be cut to the required length and used, and it is possible to provide an extremely inexpensive product.

【0013】 勿論、上記したように、キャップ部6及びホース接続部4の構造も簡易で、一 種類のキャップ部6及びホース接続部4で、どんな長さの補強材も容易に組立て ることが可能で、どの様な現場の要請にも容易に適応できるものである。Of course, as described above, the structure of the cap portion 6 and the hose connecting portion 4 is simple, and a reinforcing member of any length can be easily assembled with one type of cap portion 6 and hose connecting portion 4. It is possible and can easily be adapted to any site requirements.

【0014】 尚、図6は本考案の地盤補強用棒状補強材1の後端のホース接続金具にソケッ ト(クイックカプラー)9を接続した状態を示し、このソケット9の後端の挿入 部10にホース11の先端が接続される。FIG. 6 shows a state in which a socket (quick coupler) 9 is connected to the hose connecting fitting at the rear end of the bar reinforcing member 1 for ground reinforcement of the present invention, and the insertion portion 10 at the rear end of the socket 9 is shown. The tip of the hose 11 is connected to.

【0015】 又、図7はホース接続部4の他の実施例を示す断面図で、貫通孔を有するホー ス接続用突起部は市販のホースソケット9と接合し、そのホースソケット9はホ ース11と連絡して、使用するものである。この場合補強材を押し込んで行くに 従い、補強材打設装置の補強材案内筒にこのホース接続部分が当たり、折れたり することが多く、対策が望まれていたものであるが、本考案はこの部分に少なく とも1箇所適宜の幅を有する開口部12を設けた保護カバー13を設けたもので ある。又、ロッド部3の後端との間に弾性リング15を介在させて密封度を高め ることによって、他の構造はラフな精度でもよく、製作が容易になる。FIG. 7 is a cross-sectional view showing another embodiment of the hose connecting portion 4. The hose connecting projection having a through hole is joined to a commercially available hose socket 9, and the hose socket 9 is a hose socket 9. This is to be used by contacting with S11. In this case, as the reinforcing material is pushed in, the hose connecting portion often hits the reinforcing material guide tube of the reinforcing material placing device, and the hose is often broken, and a countermeasure has been desired. This part is provided with a protective cover 13 having at least one opening 12 having an appropriate width. Further, by interposing the elastic ring 15 between the rod portion 3 and the rear end of the rod portion 3 to increase the degree of sealing, other structures may have a rough accuracy and the manufacturing is easy.

【0016】 而して、前記開口部12を利用してホースソケット9の脱着を行なうようにし たものである。Then, the hose socket 9 is attached and detached using the opening 12.

【0017】[0017]

【考案の効果】[Effect of device]

本考案は以上のような構成であるから、棒状補強材を地盤に打設するときは、 先端に取り付けたキャップは地盤の抵抗でロッド部に食い込む方向に力を受ける ため、打設中に抜ける心配はなく、従って棒状補強材のロッド部先端とキャップ 部の嵌合部のハメアイ公差精度、真円度、粗さ等についてはラフなものでよく、 キャップ部の製作コストが安い。 Since the present invention has the above-described structure, when the rod-shaped reinforcing material is driven into the ground, the cap attached to the tip receives a force in the direction of biting into the rod portion due to the resistance of the ground, and therefore the cap comes off during the driving. There is no need to worry, and therefore, the precision of the eye-tolerance, roundness, and roughness of the fitting part between the rod part of the rod-shaped reinforcement and the cap part can be rough, and the manufacturing cost of the cap part is low.

【0018】 又、キャップ部とロッド部との嵌合部に部分的に間隙があって、この隙間から 凝固剤が漏洩した場合でもこの漏洩した凝固剤はロッド部の外周と地盤の孔壁と の間の環状スキマに充填されることになり、漏洩はむしろ好都合であるので、キ ャップ部の製作とロッド部への取付は精度を問題にしなくてもよい。Further, even if there is a gap in the fitting portion between the cap portion and the rod portion, and the coagulant leaks from this gap, the leaked coagulant is generated between the outer periphery of the rod portion and the hole wall of the ground. The manufacture of the cap part and its attachment to the rod part does not have to be a matter of accuracy, as the annular gap between them will be filled and the leakage is rather favorable.

【0019】 キャップ部及びホース接続部はロストワックス法等で大量に製作し、棒状補強 材の打設現場の状況に合わせて、必要に応じて任意の長さの中空鉄筋にこれらを 取り付けることにより、簡単に棒状補強材の組立が可能となり、この組立作業は 簡単なため現地での組立も可能であるばかりでなく、長さの異なる専用棒状補強 材を多種類準備して在庫しておく必要もなく、在庫管理の費用も大幅に低減され る。The cap part and the hose connection part are manufactured in a large amount by the lost wax method or the like, and they are attached to the hollow rebars of an arbitrary length as needed according to the situation of the site where the rod-shaped reinforcement is placed. Since it is possible to easily assemble rod-shaped reinforcements, this assembly work is not only possible on-site, but it is also necessary to prepare and stock a large number of dedicated rod-shaped reinforcements with different lengths. Moreover, the cost of inventory management will be greatly reduced.

【図面の簡単な説明】[Brief description of drawings]

【図1】図1は本考案の一実施例の側面図。FIG. 1 is a side view of an embodiment of the present invention.

【図2】図2はキャップ部の一実施例を示す拡大断面
図。
FIG. 2 is an enlarged cross-sectional view showing an embodiment of a cap portion.

【図3】図3は図2の平面図。FIG. 3 is a plan view of FIG.

【図4】図4はロッド部3の先端部とキャップ部6との
嵌合の第2の結合法を示す要部の断面図。
FIG. 4 is a cross-sectional view of an essential part showing a second coupling method for fitting the tip portion of the rod portion 3 and the cap portion 6.

【図5】図5はロッド部3の先端部とキャップ部6との
嵌合の第3の結合法を示す要部の断面図。
FIG. 5 is a cross-sectional view of essential parts showing a third coupling method for fitting the tip portion of the rod portion 3 and the cap portion 6.

【図6】図6は本考案の使用状態の説明図的分解側面
図。
FIG. 6 is an exploded side view showing the state of use of the present invention.

【図7】図7は本考案の構成部材の一つであるホース接
続部の第2の実施例を示す断面図。
FIG. 7 is a cross-sectional view showing a second embodiment of the hose connecting portion which is one of the constituent members of the present invention.

【符号の説明】[Explanation of symbols]

1・・・地盤補強用棒状補強材 2・・・中空孔 3・・・ロッド部 4・・・ホース接続部 5・・・凹部 6・・・キャップ部 7・・・通路 8・・・突起 9・・・ホースソケット 10・・・挿入部 11・・・ホース 12・・・開口部 13・・・保護カバー 14・・・雌ネジ 15・・・弾性リング 16・・・突起部 17・・・貫通孔 1 ... Bar-shaped reinforcing material for ground reinforcement 2 ... Hollow hole 3 ... Rod part 4 ... Hose connection part 5 ... Recessed part 6 ... Cap part 7 ... Passage 8 ... Protrusion 9 ... Hose socket 10 ... Insertion portion 11 ... Hose 12 ... Opening portion 13 ... Protective cover 14 ... Female screw 15 ... Elastic ring 16 ... Projection portion 17 ...・ Through hole

───────────────────────────────────────────────────── フロントページの続き (72)考案者 伊藤 郁男 愛知県名古屋市熱田区一番3丁目4番19号 株式会社テイサク内 (72)考案者 大越 俊雄 大阪府大阪市港区海岸通4丁目1番18号 オカダアイヨン株式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Ikuo Ito Creator Ikuo Ito 3-4-19, Atsuta-ku, Nagoya, Aichi Prefecture Teisaku Co., Ltd. (72) Creator Toshio Ogoshi 4-1, Kaigan-dori, Minato-ku, Osaka-shi, Osaka No. 18 Okada Airon Co., Ltd.

Claims (2)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】回転穿孔させることなく、地盤中に直接強
制的に押し込み使用する棒状補強材において、軸芯に沿
って全長に亘って貫通形成された中空孔を有するロッド
部と、その後端に具備される前記中空孔と連通する貫通
孔を有するホース接続部及び前記ロッド部の先端に装着
される外周が前記ロッド部外周よりも大径で且つ前記ロ
ッド部先端と嵌合するための凹部を有する有底のキャッ
プ部とより構成されており、前記キャップ部の凹部の底
部とこれに連なる内周面にロッド部先端を嵌合した場合
において、前記中空孔と連通し、且つ、キャップ部の後
端で開口する少なくとも1つ以上の通路が形成されてい
ることを特徴とする地盤補強用棒状補強材。
1. A rod-shaped reinforcing member, which is forcibly pressed directly into the ground for use without being perforated by rotation, has a rod portion having a hollow hole formed through the entire length along an axial center, and a rear end thereof. A hose connecting portion having a through hole that communicates with the hollow hole and an outer circumference attached to the tip of the rod portion are larger in diameter than the outer circumference of the rod portion, and a recess for fitting with the tip of the rod portion is provided. When the tip of the rod portion is fitted to the bottom portion of the concave portion of the cap portion and the inner peripheral surface that is continuous with the bottom portion of the cap portion having the bottom portion, the cap portion is communicated with the hollow hole, and A bar-shaped reinforcing material for ground reinforcement, wherein at least one passage opening at a rear end is formed.
【請求項2】請求項1記載の地盤補強用棒状補強材のロ
ッド部後端に具備するホース接続部は、貫通孔を有する
ホース接続用突起部を後端に形成し、先端部分にはロッ
ド部のネジと螺合する雌ネジを有する筒部を設け、又、
突起部の外側に少なくとも1箇所適宜の幅を有する開口
部を設けた保護カバーを設けた構成のホース接続部を組
合わせたことを特徴とする地盤補強用棒状補強材。
2. The hose connecting portion provided at the rear end of the rod portion of the rod reinforcing member for ground reinforcement according to claim 1, wherein a hose connecting protrusion having a through hole is formed at the rear end, and a rod is provided at the front end portion. A cylindrical portion having a female screw that is screwed with the screw of the
A bar-shaped reinforcing material for ground reinforcement, characterized in that a hose connecting portion having a structure in which a protective cover having at least one opening having an appropriate width is provided outside the protrusion.
JP1993038549U 1993-07-14 1993-07-14 Bar reinforcement for ground reinforcement Expired - Lifetime JP2573393Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1993038549U JP2573393Y2 (en) 1993-07-14 1993-07-14 Bar reinforcement for ground reinforcement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1993038549U JP2573393Y2 (en) 1993-07-14 1993-07-14 Bar reinforcement for ground reinforcement

Publications (2)

Publication Number Publication Date
JPH0710031U true JPH0710031U (en) 1995-02-10
JP2573393Y2 JP2573393Y2 (en) 1998-05-28

Family

ID=12528377

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1993038549U Expired - Lifetime JP2573393Y2 (en) 1993-07-14 1993-07-14 Bar reinforcement for ground reinforcement

Country Status (1)

Country Link
JP (1) JP2573393Y2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50136585U (en) * 1974-04-24 1975-11-11
JPH08189035A (en) * 1994-11-11 1996-07-23 Yutaka Hirano Soil-nail collet, soil nail and device for driving-in thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50136585U (en) * 1974-04-24 1975-11-11
JPH08189035A (en) * 1994-11-11 1996-07-23 Yutaka Hirano Soil-nail collet, soil nail and device for driving-in thereof

Also Published As

Publication number Publication date
JP2573393Y2 (en) 1998-05-28

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