JPS63272898A - Method of joining concrete member - Google Patents

Method of joining concrete member

Info

Publication number
JPS63272898A
JPS63272898A JP62242997A JP24299787A JPS63272898A JP S63272898 A JPS63272898 A JP S63272898A JP 62242997 A JP62242997 A JP 62242997A JP 24299787 A JP24299787 A JP 24299787A JP S63272898 A JPS63272898 A JP S63272898A
Authority
JP
Japan
Prior art keywords
steel rod
groove
concrete
coupler
concrete member
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
JP62242997A
Other languages
Japanese (ja)
Other versions
JPH0378920B2 (en
Inventor
純一 都築
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP62242997A priority Critical patent/JPS63272898A/en
Publication of JPS63272898A publication Critical patent/JPS63272898A/en
Publication of JPH0378920B2 publication Critical patent/JPH0378920B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Lining And Supports For Tunnels (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 この発明はトンネル覆工用のコンクリートセグメント等
のコンクリート部材の接合方法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for joining concrete members such as concrete segments for tunnel lining.

コンクリートセグメントをトンネル方向に接続するに際
し、コンクリートセグメントに長ボルトを挿通しこの長
ボルトをカップラーで接続する構造が提案された。とこ
ろでこの接続作業は先の長ボルト端にカップラーを嵌め
ておき、次のセグメントを組立て、そのセグメントに長
ボルトを挿通し手探りによってカップラーに螺合させる
ことから簡単に嵌めることはできず、またセグメント相
互の位置が僅かずれても相当の困難をもたらす。
When connecting concrete segments in the tunnel direction, a structure was proposed in which long bolts are inserted into the concrete segments and the long bolts are connected using a coupler. By the way, this connection work involves fitting a coupler to the end of the previous long bolt, assembling the next segment, inserting the long bolt into that segment, and screwing it into the coupler with some effort, so it is not easy to fit the segment. Even a slight deviation in their mutual positions causes considerable difficulty.

この発明は前記事情に鑑み案出したもので、特にコンク
リートセグメントの接合部における相対する凹溝内に跨
って環状金物を嵌め、セグメント相互の位置決めをなし
、かつ長ボルト挿入に際してのガイドの役目をもたらす
べく案出したもので、以下その詳flitを図示した実
施例によって説明する。
This invention was devised in view of the above-mentioned circumstances. In particular, an annular metal fitting is fitted across opposing grooves at the joints of concrete segments to position the segments relative to each other and to serve as a guide when inserting long bolts. The details of the flit will be explained below with reference to illustrated embodiments.

コンクリートセグメントA、Aの相対する接合面に深部
が小径となった截頭円錐形状の凹溝1.1が形成され、
その凹溝底は鋼棒挿通孔2゜2に連続している。
A truncated conical groove 1.1 with a smaller diameter at the deeper part is formed on the opposing joint surfaces of the concrete segments A, A,
The bottom of the groove is continuous with the steel rod insertion hole 2°2.

鋼棒3.3はその両端に螺子の形成された長ボルトをな
している。この鋼棒3を一方のセグメントAに挿通凹溝
1内に突出した部分に、内部に螺子を形成しであるカッ
プラー4を螺合し、またその凹溝1内に両端外径が小さ
くなるようテーパー状とした環状金′Jj!IJ5を半
分液めておく。
The steel rod 3.3 is a long bolt with threads formed at both ends. This steel rod 3 is inserted into one segment A, and a coupler 4 having an internal thread is screwed into the part protruding into the groove 1, and the outer diameter of both ends is made smaller in the groove 1. Tapered ring gold 'Jj! Pour half the IJ5 into the liquid.

次いで他方セグメントAを建込みその凹溝に前記環状金
具5の他の半分を嵌めセグメントA。
Next, build up the other segment A, and fit the other half of the annular metal fitting 5 into the groove.

Aを突合せ状とし、次いで鋼棒挿通孔2の他端から鋼棒
3を挿入し、その先端螺子を前記カップラー4に螺合し
て鋼棒3.3を接続する。またカップラー4の螺子孔の
一方の入口は鋼棒3の挿入が容易なようにテーパー状と
しておく。
A is made into a butt shape, and then the steel rod 3 is inserted from the other end of the steel rod insertion hole 2, and its tip screw is screwed into the coupler 4 to connect the steel rod 3.3. Further, one entrance of the screw hole of the coupler 4 is tapered so that the steel rod 3 can be easily inserted.

そしてこの鋼棒3,3の接続によりセグメントA、Aは
連結される。
Segments A and A are connected by connecting these steel rods 3 and 3.

なおりップラ−4はその螺子を半分ずつ逆ねじとしてタ
ーンバックルとして作用きせることができる。またカッ
プラー4の螺子孔の入口は鋼棒3の挿入が容易なように
テーパー状としておく。また前記セグメントA、Aの突
合せ面にはシール材6が介在される。
In addition, the puller 4 can function as a turnbuckle by making each half of the screw a reverse thread. Further, the entrance of the screw hole of the coupler 4 is tapered so that the steel rod 3 can be easily inserted. Further, a sealing material 6 is interposed between the abutting surfaces of the segments A and A.

この発明は以上の構成からなり、コンクリートセグメン
ト等コンクリート部材を長ボルトで接続するに際してカ
ップラーを嵌める凹溝をセグメントの相対する面にそれ
ぞれ形成し、ここに両端が小径をなすテーパー状の環状
金物を嵌めることによってコンクリート部材の接合部の
位置決めを正確にして長ボルト等鋼棒の挿通孔を直線状
に合致させ、またこの環状金物が手探りで挿通ずる鋼棒
を案内してカップラーへの挿入を容易とすることができ
る。またその環状金物は接合部の剪断耐力材ともなり、
きわめて有用である。
The present invention has the above-mentioned configuration, and when connecting concrete members such as concrete segments with long bolts, grooves into which couplers are fitted are formed on the opposing faces of the segments, and tapered annular metal fittings having a small diameter at both ends are installed in the grooves. By fitting, the joints of concrete members are accurately positioned, and the insertion holes of steel rods such as long bolts are aligned in a straight line, and this annular hardware guides the steel rods that are inserted by hand, making it easier to insert them into the coupler. It can be done. In addition, the annular hardware also serves as a shear-bearing material for joints.
Extremely useful.

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

第1図は一部を断面で示したセグメントの接続状態の正
面図、第2図はセグメントの接続面の正面図、第3図、
第4図は接続部の断面図である。 A・・・・・・セグメント、■・・・・・・凹溝、2・
・・・・・鋼棒挿通孔、3・・・・・・鋼棒、4・・・
・・・カンプラー、5環状金物、6・・・・・・シール
材。 図面の浄書 第1図 第2図 第3図 第4図 手続補正書(ハ) 1、  1ν牛の耘                
         “パ°゛1覇日62年特願第242
997号 2・ 発明(D名称  ヨ7.+>−h@□オ。士妾合
方法3、 補正をする者 羽生との関係   特許出願人 氏  名     都  築   純  −4、代理人 住 所 ■107東京都港区赤坂6丁目5番21号シャ
ドー赤坂5、 補正命令の日付 昭和 63年  4月 26日(発送日)6、 補正の
対象
Fig. 1 is a front view of the connected state of the segments, partially shown in cross section, Fig. 2 is a front view of the connected surfaces of the segments, Fig. 3,
FIG. 4 is a sectional view of the connecting portion. A...Segment, ■...Concave groove, 2.
... Steel rod insertion hole, 3 ... Steel rod, 4 ...
...Campler, 5 annular hardware, 6... sealing material. Engraving of the drawings Figure 1 Figure 2 Figure 3 Figure 4 Procedural amendment (c) 1, 1ν Cow's field
“Pa°1 Victory Day 1962 Special Application No. 242
No. 997 No. 2. Invention (D name Yo7.+>-h@□O. Concubine method 3, Relationship with the person making the amendment Hanyu Patent applicant name Jun Tsuzuki -4, agent address ■107 Shadow Akasaka 5, 6-5-21 Akasaka, Minato-ku, Tokyo Date of amendment order April 26, 1983 (shipment date) 6 Subject of amendment

Claims (1)

【特許請求の範囲】[Claims] (1)長手方向の相対する接合面に深部が小径となった
截頭円錐形状の凹溝を形成し、その凹溝底中央より長手
方向に連続した鋼棒挿通孔を穿設したコンクリート部材
の、一方のコンクリート部材の鋼棒挿通孔に挿通した鋼
棒の凹溝内に突出した後端螺部にカップラーの螺子孔の
略半分を螺合緊締せしめ、前記コンクリート部材の凹溝
開口部に、両側を凹溝開口部と密接する面としたそろば
んだま状環状金具の一側を嵌め、このコンクリート部材
の接合面に他方のコンクリート部材の接合面を対向させ
て前記環状金具の他側を凹溝開口部を嵌めて両コンクリ
ート部材の鋼棒挿通孔に挿通した鋼棒先端螺部を前記カ
ップラーの螺子孔の残る半分に螺合緊締してなることを
特徴とするコンクリート部材の接合方法。
(1) A concrete member in which a truncated cone-shaped groove with a small diameter at the deep end is formed on opposing joint surfaces in the longitudinal direction, and a continuous steel rod insertion hole is drilled in the longitudinal direction from the center of the groove bottom. , approximately half of the screw hole of the coupler is screwed and tightened to the rear end screw portion of the steel rod inserted into the steel rod insertion hole of one of the concrete members that protrudes into the groove; Fit one side of an abacus-shaped annular metal fitting whose both sides are in close contact with the groove opening, and place the other side of the annular metal fitting into the groove with the joint surface of the other concrete member facing the joint surface of this concrete member. A method for joining concrete members, characterized in that the threaded end of a steel rod inserted into the steel rod insertion hole of both concrete members by fitting the openings is screwed into the remaining half of the screw hole of the coupler and tightened.
JP62242997A 1987-09-28 1987-09-28 Method of joining concrete member Granted JPS63272898A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62242997A JPS63272898A (en) 1987-09-28 1987-09-28 Method of joining concrete member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP62242997A JPS63272898A (en) 1987-09-28 1987-09-28 Method of joining concrete member

Publications (2)

Publication Number Publication Date
JPS63272898A true JPS63272898A (en) 1988-11-10
JPH0378920B2 JPH0378920B2 (en) 1991-12-17

Family

ID=17097354

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62242997A Granted JPS63272898A (en) 1987-09-28 1987-09-28 Method of joining concrete member

Country Status (1)

Country Link
JP (1) JPS63272898A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0336097U (en) * 1989-08-22 1991-04-09
JPH0342900U (en) * 1989-09-04 1991-04-23
JPH03208993A (en) * 1990-01-11 1991-09-12 Yoshitaka Masuda Structure of segment joint

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0336097U (en) * 1989-08-22 1991-04-09
JPH0342900U (en) * 1989-09-04 1991-04-23
JPH03208993A (en) * 1990-01-11 1991-09-12 Yoshitaka Masuda Structure of segment joint

Also Published As

Publication number Publication date
JPH0378920B2 (en) 1991-12-17

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