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JPS595725B2 - Reinforcement material for injection anchors - Google Patents
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JPS595725B2 - Reinforcement material for injection anchors - Google Patents

Reinforcement material for injection anchors

Info

Publication number
JPS595725B2
JPS595725B2 JP13052682A JP13052682A JPS595725B2 JP S595725 B2 JPS595725 B2 JP S595725B2 JP 13052682 A JP13052682 A JP 13052682A JP 13052682 A JP13052682 A JP 13052682A JP S595725 B2 JPS595725 B2 JP S595725B2
Authority
JP
Japan
Prior art keywords
ribs
steel
excluding
reinforcing member
section
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
Application number
JP13052682A
Other languages
Japanese (ja)
Other versions
JPS5824027A (en
Inventor
ゲオルク・ケルン
デイ−トリツヒ・ビユツシエル
デイ−トマ−ル・キ−ブルグ
マルテイン・マイエウスキ−
エリツヒ・リヒアルツ
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.)
Walter Bau AG
Original Assignee
Dyckerhoff and Widmann AG
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 Dyckerhoff and Widmann AG filed Critical Dyckerhoff and Widmann AG
Publication of JPS5824027A publication Critical patent/JPS5824027A/en
Publication of JPS595725B2 publication Critical patent/JPS595725B2/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads
    • E02D5/76Anchorings for bulkheads or sections thereof in as much as specially adapted therefor

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Rock Bolts (AREA)
  • Piles And Underground Anchors (AREA)

Description

【発明の詳細な説明】 この発明はらせん状に延長するリブを有する鋼棒から成
り、前記リブは部分ねじを画成しており、前記部分ねじ
へ対応するめねじをそなえた接続具或いは定着具をねじ
嵌合することができる、注入式アンカー用補強部材に関
する。
DETAILED DESCRIPTION OF THE INVENTION The present invention comprises a steel bar having helically extending ribs, said ribs defining a partial thread, and a fitting or anchor having a corresponding internal thread to said partial thread. This invention relates to a reinforcing member for injection type anchors, which can be screw-fitted.

この種の公知の鋼棒には、リブが形状と大きさによって
鉄筋コンクリート用異形棒鋼の要件を満足する限り鉄筋
コンクリート用鋼棒としてもプレストレストコンクリー
ト用の緊張鋼棒としても使用できるという利点がある。
Known steel bars of this type have the advantage that they can be used both as steel bars for reinforced concrete and as tension steel bars for prestressed concrete, as long as the ribs satisfy the requirements for deformed steel bars for reinforced concrete due to their shape and size.

何となればリブはねじを形成し、このねじに、対応する
めねじをそなえた定着具をねじ嵌合することができる(
ドイツ連邦共和国特許第1784630号公報)からで
ある。
After all, the ribs form a thread into which an anchor with a corresponding internal thread can be threaded (
(Federal Republic of Germany Patent No. 1784630).

また2本或いはそれ以上の鋼棒から成る、注入式アンカ
ー用補強部材というものも知られている。
There are also known reinforcing elements for injection anchors that consist of two or more steel rods.

それらの補強部材の場合には個々の鋼棒が相互に補完し
合ってはy円形の横断図を成している。
In these reinforcing elements, the individual steel bars complement each other to form a Y-circular cross section.

ドイツ連邦共和国公告第2412459号公報、特公昭
56−23493、特許1081834)。
(Federal Republic of Germany Publication No. 2412459, Japanese Patent Publication No. 56-23493, Patent No. 1081834).

その場合個々の棒材にもやはり熱間圧延された部分ねじ
を構成するリブがあるが、しかしこれらのリブは外面に
のみ沿っであるが、個々の鋼棒は半径方向の接合面で接
触する。
In that case, the individual bars also have ribs that constitute a hot-rolled partial thread, but these ribs only along the outer surface, whereas the individual steel bars touch at the radial joint surfaces. .

この半径方向の接合面から外面へ移く所は丸<<ホめで
あるので、これらのくぼみと横断面の外接円とによって
限定された領域にグラウト注入管及び(或いは)排気管
を設置することができる。
Since the transition from this radial joint surface to the outer surface is circular, the grout injection pipe and/or exhaust pipe should be installed in the area limited by these depressions and the circumscribed circle of the cross section. I can do it.

そのような多くの部分から構成されている鋼棒のねじ嵌
合性は限定されたものでしかない。
Steel rods made up of such many parts have only limited screw fitability.

何となれば個々の鋼棒は圧延工程に起因するリブの間隔
にバラツキをもっているからで、鋼棒の長さが長くなる
とそのバラツキが集積されてねじ嵌合性を損い或いは全
(妨げることになるからである。
This is because individual steel bars have variations in the spacing between ribs due to the rolling process, and as the length of the steel bar increases, these variations accumulate and impair or completely impede thread fitability. Because it will be.

注入式アンカーの場合には、アンカ一体を造るために、
グラウト注入管と排気管を削孔の奥に挿入しなければな
らず、前記注入管からアンカ一体を形成する材料を圧入
して、そのとき押しのけられた空気を排気管から逃すこ
とができる。
In the case of injectable anchors, in order to create an integral part of the anchor,
A grout injection pipe and an exhaust pipe must be inserted deep into the drilled hole, through which the material forming the anchor integral can be forced in, and the air then displaced can escape through the exhaust pipe.

これらの管は大てい金属或いはプラスチック製の小管又
は小チューブから構成されており、それらの小管等は補
強部材と共に削孔に入れられる。
These tubes are generally composed of small tubes or tubes made of metal or plastic, which are inserted into the borehole together with reinforcing members.

横断面が円形の補強部材の場合にはそのために追加空間
が必要であり、これができる限り小さい削孔の達成を妨
げることは別としても、これらの管は補強部材を削孔に
挿入する際に損傷する危険がある。
Apart from the additional space required in the case of reinforcing elements with a circular cross section, which prevents the achievement of the smallest possible drilling, these tubes are Risk of damage.

当該補強部材が2本或いはそれ以上の本数から構成され
ている場合には、その危険は前記の構成部分がカップラ
ーによって接続されるので、管はなおりツプラーの外側
に出てしまうので一層増大する。
If the reinforcing element consists of two or more pieces, the risk is even greater, since the said parts are connected by means of couplers, and the tubes can then exit outside the coupler. .

この発明の課題は、初めに記載した種類の、全長に及ん
で完全にねじ嵌合可能な補強部材に、注入管及び(或い
は)排気管をできる限り場所をとらずに最も狭い横断面
に損傷を防ぐように設けることができる可能性を与える
ことにある。
The object of the invention is to provide a reinforcing element of the type mentioned at the outset, which can be screwed in completely over its entire length, in order to prevent damage to the inlet and/or exhaust pipes in the narrowest cross-section, while taking up as little space as possible. The purpose is to provide the possibility of being able to prevent this.

この課題は初めに記載した種類の補強部材にあって次の
ようにして達成される。
This object is achieved in a reinforcing element of the type mentioned at the outset as follows.

即ち、鋼棒がリブの端部間の領域に、少くともは2円形
のリブを除(純横断面から出発するくびれを有し、これ
らの(びれとリブを除く純横断面の外接円によって限定
された領域へグラウト注入管及び(或いは)排気管を設
置することができるように構成するのである。
That is, the steel bar has in the region between the ends of the ribs at least two circular constrictions starting from the pure cross-section excluding the ribs, and by the circumscribed circle of the pure cross-section excluding the ribs and the ribs. The structure is such that a grout injection pipe and/or an exhaust pipe can be installed in a limited area.

縦溝は丸くくぼめであるのが好都合である。Advantageously, the longitudinal grooves are round and concave.

この発明の利点は本質的に次の点にある。The advantages of this invention essentially consist in the following points.

即ち長手方向に通っているくびれを有する鋼棒のリブを
除く純横断面にくびれを構成することによって、グラウ
ト注入管及び(或いは)排気管を、リブを除(純横断面
の外接円の内側に設けることが可能なことである。
That is, by configuring a constriction in the pure cross section of a steel rod having a constriction running in the longitudinal direction excluding the ribs, the grouting pipe and/or the exhaust pipe can be connected to the inside of the circumscribed circle of the pure cross section excluding the ribs. It is possible to provide a

このようにして管は、外接円か定める鋼棒の外面によっ
て鋼棒を削孔に挿入するときに機械的損傷から充分に保
護される。
In this way, the tube is well protected from mechanical damage when inserting the steel rod into the borehole by the outer surface of the steel rod defined by the circumscribed circle.

その他にも鋼棒のこの構成によって、管をねじ嵌合され
た定着具或いは接続具に貫挿することかできるので、そ
のような箇所でもこれら管の損傷を効果的に回避するこ
とができるし、総体的に云って削孔径をできる限り小さ
くすることができる。
Additionally, this configuration of the steel rod allows the tubes to be inserted through threaded anchors or connectors, effectively avoiding damage to these tubes at such locations. Overall, the hole diameter can be made as small as possible.

部分ねじを形成するリブが唯一回の圧延工程で作られる
ので、ねじは鋼棒の全長にわたってねじ嵌合性がよい。
Since the ribs forming the partial thread are produced in a single rolling process, the thread has a good thread fit over the entire length of the steel bar.

従ってこの鋼棒の圧延に際しては次のような利点が存在
している。
Therefore, the following advantages exist when rolling this steel bar.

部ち不可避の幅広がりにくぼみを利用し、これをもって
鋼棒のねじ嵌合性を損うことがある縦リプの形成を阻止
する。
The recess is used to prevent the unavoidable widening of the steel rod from forming a vertical lip that can impair the threaded fit of the steel rod.

(ぼみの機能は、幅広がりによって生じることがある僅
かな変形によっては損われない。
(The function of the recess is not impaired by slight deformations that may occur due to widening.

実施例を示した図について詳しく記載する。The figures showing examples will be described in detail.

第1図に横断面を示した鋼棒1は注入式アンカー用の補
強部材として用いられる。
A steel rod 1 whose cross section is shown in FIG. 1 is used as a reinforcing member for an injection anchor.

この鋼棒は中心点Mを通る対称平面S−8に関して相互
に向い合う二つの側面にリブ2をそなえており、これら
のリブは既に鋼棒1の圧延に際してロールの対応するグ
ループによって作られたものである。
This steel bar is provided with ribs 2 on two sides facing each other with respect to the plane of symmetry S-8 passing through the center point M, these ribs having already been produced by corresponding groups of rolls during rolling of the steel bar 1. It is something.

リブ2は鋼棒周縁のそれぞれ約%以上にわたっている。Each of the ribs 2 extends over approximately % or more of the circumference of the steel rod.

鋼棒1のリブを除く純横断面3はくびれ形となっている
The pure cross section 3 of the steel rod 1 excluding the ribs has a constricted shape.

リブ2の端面4の間の部分にある対称平面S−8には丸
くくぼめられたくびれ5を設けてあり、これも同様に鋼
棒1の熱間圧延の際にできたもので、鋼棒の長さ方向に
連続している。
The plane of symmetry S-8 between the end faces 4 of the ribs 2 is provided with a rounded constriction 5, which was also created during hot rolling of the steel bar 1. Continuous in the length direction of the steel bar.

このくびれ5に、たとえばプラスチック製の小チューブ
の形のグラウト注入管或いは排気管6を設置してあり、
従ってこれらのチューブはリブを除く純横断面3の鎖線
で示した外接円7の内側にある。
A grout injection pipe or exhaust pipe 6, for example in the form of a small plastic tube, is installed in this constriction 5,
These tubes therefore lie inside the circumscribed circle 7 shown in dashed lines of the pure cross section 3 excluding the ribs.

外接円7は図示していない定着具或いは接続具の完全な
ねじに対応する。
The circumscribed circle 7 corresponds to a complete thread of a fixing device or a connecting device, not shown.

定着具、結合具は、管6′を損傷することな(そのよう
な鋼棒にねじ嵌合させることができる。
Anchors and couplings can be threaded onto such steel rods without damaging the tube 6'.

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

第1図は横断面図、第2図は部分的に切1析した側面図
である。 図中符号 1・・・鋼棒、2・・・リブ、3・・・リブ
を除く純横断面、5・・・くびれ、6・・・グラウト注
入管・排気管、1・・・外接円。
FIG. 1 is a cross-sectional view, and FIG. 2 is a partially cut-and-analyzed side view. Symbols in the figure 1... Steel bar, 2... Rib, 3... Pure cross section excluding ribs, 5... Constriction, 6... Grout injection pipe/exhaust pipe, 1... Circumscribed circle .

Claims (1)

【特許請求の範囲】 1 らせん状に延長するリブを有する鋼棒から成り、前
記リブは部分ねじを画成しており、前記部分ねじへ対応
するめねじをそなえた接続具或いは定着具をねじ嵌合す
ることができる、注入式アンカー用補強部材において、
鋼棒1がリブ2の端部間の領域に、少くともはy円形の
リブを除く純横断面3から出発するくびれ5を有し、こ
れらのくびれ5とリブを除く純横断面3の外接円7によ
って限定された領域へグラウト注入管及び(或いは)排
気管6を設置することができるように構成したことを特
徴とする注入式アンカー用補強部材。 2 くびれ5を丸くくぼめである、特許請求の範囲1記
載の補強部材。
[Scope of Claims] 1. Consisting of a steel rod having a helically extending rib, said rib defining a partial thread, into which a fitting or fixing device with a corresponding internal thread is screwed. In a reinforcing member for an injection type anchor that can be combined,
The steel bar 1 has in the region between the ends of the ribs 2 at least y-circular waists 5 starting from pure cross-sections 3 excluding the ribs, and these waists 5 and the circumference of the pure cross-section 3 excluding the ribs. A reinforcing member for an injection type anchor, characterized in that it is configured such that a grout injection pipe and/or an exhaust pipe 6 can be installed in an area limited by a circle 7. 2. The reinforcing member according to claim 1, wherein the constriction 5 is a round depression.
JP13052682A 1981-07-28 1982-07-28 Reinforcement material for injection anchors Expired JPS595725B2 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19813129589 DE3129589A1 (en) 1981-07-28 1981-07-28 Reinforcement element for a permanent soil anchor
DE31295894 1981-07-28

Publications (2)

Publication Number Publication Date
JPS5824027A JPS5824027A (en) 1983-02-12
JPS595725B2 true JPS595725B2 (en) 1984-02-07

Family

ID=6137834

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13052682A Expired JPS595725B2 (en) 1981-07-28 1982-07-28 Reinforcement material for injection anchors

Country Status (4)

Country Link
JP (1) JPS595725B2 (en)
CA (1) CA1185452A (en)
DE (2) DE8122018U1 (en)
HU (1) HU183586B (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61126054U (en) * 1985-01-29 1986-08-07
JPS61192524U (en) * 1985-05-24 1986-11-29

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0492038U (en) * 1990-12-18 1992-08-11
US20050039952A1 (en) * 2003-08-20 2005-02-24 Hill John L. Drilling apparatus, method, and system
CZ2011867A3 (en) * 2011-12-22 2013-10-09 Vysoká Skola Bánská Technická - Univerzita Ostrava Means for grouting with integrated feeding of grouting medium and air bleeding
CN106013617A (en) * 2016-05-19 2016-10-12 山东钢铁股份有限公司 Connecting method of full-thread steel bar for building
CN105839855A (en) * 2016-05-19 2016-08-10 山东钢铁股份有限公司 Hot-rolled high-precision full-thread reinforcing steel bar for building
JP7107612B1 (en) * 2021-12-16 2022-07-27 株式会社友仁工業 Post-installed anchor construction method, attachment attachment method using the same, and post-installed anchor construction system used to implement them

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61126054U (en) * 1985-01-29 1986-08-07
JPS61192524U (en) * 1985-05-24 1986-11-29

Also Published As

Publication number Publication date
DE8122018U1 (en) 1984-09-13
DE3129589A1 (en) 1983-02-17
JPS5824027A (en) 1983-02-12
CA1185452A (en) 1985-04-16
HU183586B (en) 1984-05-28

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