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JP2608119B2 - Joint structure for joining concrete members - Google Patents
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JP2608119B2 - Joint structure for joining concrete members - Google Patents

Joint structure for joining concrete members

Info

Publication number
JP2608119B2
JP2608119B2 JP63238278A JP23827888A JP2608119B2 JP 2608119 B2 JP2608119 B2 JP 2608119B2 JP 63238278 A JP63238278 A JP 63238278A JP 23827888 A JP23827888 A JP 23827888A JP 2608119 B2 JP2608119 B2 JP 2608119B2
Authority
JP
Japan
Prior art keywords
joint
joining
bolt
concrete member
concrete
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 - Fee Related
Application number
JP63238278A
Other languages
Japanese (ja)
Other versions
JPH0288888A (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 JP63238278A priority Critical patent/JP2608119B2/en
Publication of JPH0288888A publication Critical patent/JPH0288888A/en
Application granted granted Critical
Publication of JP2608119B2 publication Critical patent/JP2608119B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/04Lining with building materials
    • E21D11/08Lining with building materials with preformed concrete slabs
    • E21D11/083Methods or devices for joining adjacent concrete segments

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Joining Of Building Structures In Genera (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、トンネル施工用コンクリートセグメント
などの一対のコンクリート部材を接合するために各コン
クリート部材の接合端面部に埋設されている継手金具を
使用する継手部構造に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] This invention uses a joint fitting embedded in a joint end face of each concrete member to join a pair of concrete members such as a concrete segment for tunnel construction. The present invention relates to a joint structure.

〔従来技術と発明の解決しようとする問題点〕[Problems to be solved by the prior art and the invention]

従来、この種の継手金具として、締付けプレートにコ
ンクリート部材内面に開口する接合ボルト係止用U字状
切欠き部を形成し、この切欠き部を利用して接合ボルト
を取付ける構造のものがある。ところで締付けプレート
の切欠き部の開口部が下方に向いた状態でコンクリート
部材を接合した場合は、接合ボルトの締付けによる摩擦
力が締付け力の緩みによって弱くなった時に、切欠き部
の下向き開口部から接合ボルトが落下するおそれがあ
る。
Conventionally, as this kind of joint fitting, there is a structure in which a U-shaped notch for engaging a joining bolt which is opened on the inner surface of a concrete member is formed in a fastening plate, and a joining bolt is attached using the notch. . By the way, when the concrete member is joined with the opening of the notch of the fastening plate facing downward, when the frictional force due to the tightening of the joining bolt is weakened by the loosening of the tightening force, the downward opening of the notch is The connection bolt may fall from the

出願人は以上の問題点を解決するため、締付けプレー
トの切欠き開口端面に係止小片を固着して接合ボルトの
落下を防止する構造を実開昭63−76112号公報において
提案しているが、接合作業に際して、この開口端面に固
着して係止小片が邪魔になり、作業能率を低下させ、時
には怪我や事故の原因となる。
In order to solve the above problems, the applicant has proposed in Japanese Utility Model Laid-Open No. 63-76112 a structure in which a locking piece is fixed to a notch opening end face of a fastening plate to prevent a joining bolt from dropping. At the time of the joining operation, the small piece sticks to the opening end surface and becomes a hindrance, lowering the work efficiency and sometimes causing an injury or an accident.

この発明は、前記考案を発展させて接合作業に際して
の障害物を排除して接合作業を容易にするとともに、複
数本の接合ボルトを使用する場合にも大型座金の使用に
より簡単に対応し得る構造を開発したものである。
The present invention develops the above-described invention, eliminates obstacles at the time of joining work, facilitates joining work, and can easily cope with the use of a plurality of joining bolts by using a large washer. Was developed.

〔問題点を解決するための手段〕[Means for solving the problem]

この発明は、コンクリート部材の接合端面に配置さ
れ、コンクリート部材内面に開口するU字状切欠き部が
形成されている締付けプレートと両側壁および後壁とで
接合作業用空間を形成している継手金具における、前記
締付けプレートの内面に段部を設けると共に、接合ボル
トを挿通した大型座金にも段部を設けて、両者の段部を
係合させて、締付けプレート相互間を接合ボルトにより
締結することを特徴とするコンクリート部材接合用継手
部構造。である。
The present invention is directed to a joint in which a joint work space is formed by a fastening plate disposed on a joint end surface of a concrete member and having a U-shaped notch opening to the inner surface of the concrete member, and both side walls and a rear wall. In the metal fittings, a step is provided on the inner surface of the tightening plate, and a step is also provided on the large washer into which the joining bolt is inserted, and the two steps are engaged to fasten the fastening plates with the joining bolt. A joint structure for joining concrete members. It is.

この発明は継手金具の締付けプレートの内面に段部を
設けて、この段部により、締付けプレートとナットとの
間に介在させた大型座金を係合することにより接合ボル
トの落下を防止する構造とし、前記考案での作業の邪魔
になる係止小片の固着を省略したものである。
The present invention has a structure in which a step is provided on the inner surface of a tightening plate of a joint fitting, and a large washer interposed between the tightening plate and a nut is engaged with the step to prevent the joining bolt from dropping. In this case, the fixing of the locking pieces that hinder the work in the above-mentioned invention is omitted.

この発明は、1枚の締付けプレートに複数の切欠き部
を設け、複数の接合ボルト挿通孔を持つ1枚の大型座金
と複数本の接合ボルトを使用して1対の継手金具を緊結
する構造の場合に特に好ましく採用される構造である
が、1個の挿通孔を持つ1枚の大型座金と1本の接合ボ
ルトにより1対の継手金具を緊結する場合にも勿論採用
される。
The present invention provides a structure in which a plurality of notches are provided in one tightening plate, and a pair of joint fittings is fastened using one large washer having a plurality of joint bolt insertion holes and a plurality of joint bolts. In this case, the structure is particularly preferably adopted. However, it is of course also adopted when a pair of joint fittings is fastened by one large washer having one insertion hole and one joining bolt.

〔実施例〕〔Example〕

継手金具1は締付けプレート2、両側壁4、後壁5で
構成され、箱形の接合作業用空間6を形成する形でセグ
メントなどのコンクリート部材Cの接合端面に埋設され
ている。締付けプレート2にはコンクリート部材Cの内
面側に開口するU字状切欠き部3が中央部とその両側に
形成されており、さらに、接合作業用空間6内へ突出す
る段部7が形成されている。また、継手金具1には、ア
ンカー筋8、8が設けられている。(第3図、第4図参
照)一方、接合ボルトの本数に応じた挿通孔3aならびに
外面側に設けられた段部11を持つ大型座金10、接合ボル
ト9およびナット13が準備される。(第3図参照) 継手金具1によって両コンクリート部材C,Cを接合す
るには、まず3本の接合ボルト9を大型座金10、10の接
合ボルト挿通孔3aに挿通し、接合ボルト9の両端のネジ
部にナット13、13を螺合した組立体を締付けプレート
2、2の切欠き部3、3に挿入する。
The joint fitting 1 includes a fastening plate 2, both side walls 4, and a rear wall 5, and is buried in a joint end face of a concrete member C such as a segment so as to form a box-shaped joint work space 6. A U-shaped notch 3 opening on the inner surface side of the concrete member C is formed in the center portion and on both sides of the fastening plate 2, and further, a step 7 projecting into the joining space 6 is formed. ing. In addition, the joint fitting 1 is provided with anchor bars 8, 8. (See FIGS. 3 and 4.) On the other hand, a large washer 10 having an insertion hole 3a corresponding to the number of joining bolts and a step 11 provided on the outer surface side, a joining bolt 9 and a nut 13 are prepared. (See FIG. 3) In order to join the two concrete members C, C with the joint fitting 1, first, three joint bolts 9 are inserted into the joint bolt insertion holes 3a of the large washers 10, 10, and both ends of the joint bolt 9 The assembly in which the nuts 13 and 13 are screwed into the threaded portions 3 is inserted into the notches 3 and 3 of the tightening plates 2 and 2.

次いで、締付けプレート2の段部7に大型座金10の外
面側の段部11を係合させる。接合ボルト9の両端のネジ
部は逆ネジであり、切欠き部3、3に挿入するのに十分
な間隔で両ナット13、13が螺合されている。
Next, the step 11 on the outer surface side of the large washer 10 is engaged with the step 7 of the fastening plate 2. The threaded portions at both ends of the joining bolt 9 are reverse screws, and the nuts 13 are screwed at a sufficient interval to be inserted into the notches 3.

次に接合ボルト9の頭部12を回転して両ナット13、13
の間隔を狭め、両コンクリート部材の締付けプレート
2、2および大型座金10、10を挟持して締付けて両コン
クリート部材を接合する。(第1図、第2図参照) その結果、締付けプレート2の段部7に大型座金10が
係止し、切欠き部3の開口が下向きの継手のナット13が
多少緩んでも、接合ボルト9および大型座金10が落下す
ることはない。段部7およびそれに対応する段部11につ
いては1段設けたものを図示したが、この段部は2段以
上としてもよい。
Next, the head 12 of the joining bolt 9 is rotated to rotate the nuts 13, 13.
Are narrowed, and the concrete plates are joined by clamping and clamping the clamping plates 2 and 2 and the large washers 10 and 10 of the concrete members. (See FIGS. 1 and 2.) As a result, the large washer 10 is engaged with the step 7 of the tightening plate 2 and the nut 13 of the joint whose opening of the notch 3 faces downward is slightly loosened. And the large washer 10 does not fall. Although the step portion 7 and the corresponding step portion 11 are shown as being provided with one step, the step portion may have two or more steps.

〔発明の効果〕〔The invention's effect〕

この発明は以上の構成からなり、(1)U字状切欠き
部を有する締付けプレート内面側に設けた段部により、
締付けプレートに重なる大型座金を係止することによっ
て、接合ボルトおよび大型座金または座金の落下を防止
することができる。(2)段部は継手金具表面より突出
していないので、継手部の組立作業の邪魔になることは
なく、接合作業の能率は従来の係止小片に比して向上し
怪我や事故の危険性は皆無となる。などの効果を奏す
る。
The present invention has the above configuration, and (1) a step provided on the inner surface side of the fastening plate having a U-shaped notch,
By locking the large washer overlapping the fastening plate, the joining bolt and the large washer or the washer can be prevented from dropping. (2) Since the step does not protrude from the surface of the fitting, it does not hinder the assembling work of the fitting, and the efficiency of the joining work is improved as compared with the conventional locking piece, and the risk of injury or accident is increased. Is gone. It produces effects such as:

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

第1図、第2図はこの発明の実施例を示す断面図、第3
図、第4図はこの発明の部品の例の分解斜視図、第5図
はコンクリートセグメントの斜視図である。 1……継手金具、C……コンクリート部材、2……締付
けプレート、3……切欠き部、3a……挿通孔、4……側
壁、5……後壁、6……作業用空間、7……段部、8…
…アンカー筋、9……接合ボルト、10……大型座金、11
……段部、12……頭部、13……ナット。
1 and 2 are sectional views showing an embodiment of the present invention.
FIG. 4 is an exploded perspective view of an example of the component of the present invention, and FIG. 5 is a perspective view of a concrete segment. DESCRIPTION OF SYMBOLS 1 ... Joint fitting, C ... Concrete member, 2 ... Tightening plate, 3 ... Notch, 3a ... Insertion hole, 4 ... Side wall, 5 ... Rear wall, 6 ... Work space, 7 ... step, 8 ...
… Anchor bar, 9… joint bolt, 10… large washer, 11
... Step, 12 ... Head, 13 ... Nut.

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】コンクリート部材の接合端面に配置され、
コンクリート部材内面に開口するU字状切欠き部が形成
されている締付けプレートと両側壁および後壁とで接合
作業用空間を形成している継手金具における、前記締付
けプレートの内面に段部を設けると共に、接合ボルトを
挿通した大型座金にも段部を設けて、両者の段部を係合
させて、締付けプレート相互間を接合ボルトにより締結
することを特徴とするコンクリート部材接合用継手部構
造。
Claims: 1. A concrete member is disposed on a joint end face of a concrete member.
A step is provided on the inner surface of the tightening plate in a joint fitting in which a joint work space is formed by the tightening plate having a U-shaped notch formed in the inner surface of the concrete member and the side walls and the rear wall. A joint part structure for joining concrete members, characterized in that a step is also provided on a large washer into which a joining bolt is inserted, and the two steps are engaged to fasten between the fastening plates with the joining bolt.
JP63238278A 1988-09-22 1988-09-22 Joint structure for joining concrete members Expired - Fee Related JP2608119B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63238278A JP2608119B2 (en) 1988-09-22 1988-09-22 Joint structure for joining concrete members

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63238278A JP2608119B2 (en) 1988-09-22 1988-09-22 Joint structure for joining concrete members

Publications (2)

Publication Number Publication Date
JPH0288888A JPH0288888A (en) 1990-03-29
JP2608119B2 true JP2608119B2 (en) 1997-05-07

Family

ID=17027811

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63238278A Expired - Fee Related JP2608119B2 (en) 1988-09-22 1988-09-22 Joint structure for joining concrete members

Country Status (1)

Country Link
JP (1) JP2608119B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2680972B2 (en) * 1992-05-19 1997-11-19 ミサワホーム株式会社 Joint structure of precast concrete foundation

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6376112U (en) * 1986-11-07 1988-05-20

Also Published As

Publication number Publication date
JPH0288888A (en) 1990-03-29

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