JPH0473093U - - Google Patents

Info

Publication number
JPH0473093U
JPH0473093U JP11728990U JP11728990U JPH0473093U JP H0473093 U JPH0473093 U JP H0473093U JP 11728990 U JP11728990 U JP 11728990U JP 11728990 U JP11728990 U JP 11728990U JP H0473093 U JPH0473093 U JP H0473093U
Authority
JP
Japan
Prior art keywords
lining
pin member
tunnel
insertion hole
tip
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
JP11728990U
Other languages
Japanese (ja)
Other versions
JP2521815Y2 (en
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 filed Critical
Priority to JP1990117289U priority Critical patent/JP2521815Y2/en
Publication of JPH0473093U publication Critical patent/JPH0473093U/ja
Application granted granted Critical
Publication of JP2521815Y2 publication Critical patent/JP2521815Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

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

第1図乃至第4図は本考案の実施例を示し、第
1図は本考案の継手部材を用いた鉄筋コンクリー
ト覆工体の斜視図、第2図a,bは鉄筋コンクリ
ート覆工体の連結前の解説縦断面図、第3図は第
2図の覆工体の連結状態を示す解説縦断側面図、
第4図は鉄筋コンクリート覆工体の組立状態を示
す斜視図である。第5図乃至第7図は従来のボル
ト方式を示し、第5図は継手金具部位の解説縦断
側面図、第6図は第5図の継手金具を用いた鉄筋
コンクリート覆工体の斜視図、第7図は継手金具
をボルトにて締結した状態を示す一部切欠縦断側
面図である。 10……鉄筋コンクリート覆工体、11……継
手、12,13……継手部材、11a,12b…
…ボルト操作用空間部、11b,12a……ピン
部材挿入孔、11c,13a……ピン部材、13
b……テーパ部、13c……袋ネジ、14……ボ
ルト。
Figures 1 to 4 show examples of the present invention. Figure 1 is a perspective view of a reinforced concrete lining using the joint member of the present invention, and Figures 2 a and b are before the reinforced concrete lining is connected. Fig. 3 is an explanatory longitudinal cross-sectional view showing the connected state of the lining shown in Fig. 2;
FIG. 4 is a perspective view showing the assembled state of the reinforced concrete lining. Figures 5 to 7 show the conventional bolt method, Figure 5 is an explanatory vertical cross-sectional side view of the joint fittings, Figure 6 is a perspective view of a reinforced concrete lining using the joint fittings shown in Figure 5, FIG. 7 is a partially cutaway vertical side view showing a state in which the joint fittings are fastened with bolts. 10... Reinforced concrete lining body, 11... Joint, 12, 13... Joint member, 11a, 12b...
...Space for bolt operation, 11b, 12a...Pin member insertion hole, 11c, 13a...Pin member, 13
b... Taper part, 13c... Cap screw, 14... Bolt.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 坑道覆工体であつて、対峙する坑道円周方向の
側部及び坑道軸心方向の側部の各一側に、先端部
に袋ネジを設けたピン部材を埋設すると共に、該
ピン部材の前記先端部を該覆工体の側面より突設
し、且つ、該ピン部材の前記先端部を先細りのテ
ーパ部に形成し、更に、該ピン部材を該覆工体と
隣接せる他方の覆工体の夫々の一側面に設けたピ
ン部材挿入孔に挿入して、該ピン部材挿入孔の背
面に形成してあるボルト操作用空間部に臨ませ、
更に該他方の覆工体側の前記ボルト操作用空間部
より前記ピン部材の袋ネジにボルトを螺着して双
方の覆工体を緊締すると共に、該覆工体の前記円
周方向の前記ピン部材挿入孔は坑道軸心方向に長
孔状に形成されたことを特徴とするプレキヤスト
部材の連結装置。
In the tunnel lining body, a pin member having a cap screw at the tip is buried in each of the opposing sides in the circumferential direction of the tunnel and the side in the axial direction of the tunnel, and The other lining has the tip protruding from the side surface of the lining, and the tip of the pin member is formed into a tapered part, and the pin member is adjacent to the lining. Insert it into the pin member insertion hole provided on each side of the body so as to face the bolt operation space formed on the back side of the pin member insertion hole,
Further, a bolt is screwed into the cap screw of the pin member from the bolt operation space on the other lining body side to tighten both lining bodies, and the pin in the circumferential direction of the lining body is tightened. A device for connecting precast members, characterized in that the member insertion hole is formed in a long hole shape in the direction of the shaft axis.
JP1990117289U 1990-11-08 1990-11-08 Connection device for reinforced concrete lining Expired - Lifetime JP2521815Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1990117289U JP2521815Y2 (en) 1990-11-08 1990-11-08 Connection device for reinforced concrete lining

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1990117289U JP2521815Y2 (en) 1990-11-08 1990-11-08 Connection device for reinforced concrete lining

Publications (2)

Publication Number Publication Date
JPH0473093U true JPH0473093U (en) 1992-06-26
JP2521815Y2 JP2521815Y2 (en) 1997-01-08

Family

ID=31865179

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1990117289U Expired - Lifetime JP2521815Y2 (en) 1990-11-08 1990-11-08 Connection device for reinforced concrete lining

Country Status (1)

Country Link
JP (1) JP2521815Y2 (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57178898U (en) * 1981-05-06 1982-11-12
JPS6285600U (en) * 1985-11-15 1987-06-01

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57178898U (en) * 1981-05-06 1982-11-12
JPS6285600U (en) * 1985-11-15 1987-06-01

Also Published As

Publication number Publication date
JP2521815Y2 (en) 1997-01-08

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