JPH0139060Y2 - - Google Patents

Info

Publication number
JPH0139060Y2
JPH0139060Y2 JP17193483U JP17193483U JPH0139060Y2 JP H0139060 Y2 JPH0139060 Y2 JP H0139060Y2 JP 17193483 U JP17193483 U JP 17193483U JP 17193483 U JP17193483 U JP 17193483U JP H0139060 Y2 JPH0139060 Y2 JP H0139060Y2
Authority
JP
Japan
Prior art keywords
tubular beam
open end
tubular
wedge
cut groove
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
JP17193483U
Other languages
Japanese (ja)
Other versions
JPS6079219U (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 JP17193483U priority Critical patent/JPS6079219U/en
Publication of JPS6079219U publication Critical patent/JPS6079219U/en
Application granted granted Critical
Publication of JPH0139060Y2 publication Critical patent/JPH0139060Y2/ja
Granted legal-status Critical Current

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  • Laying Of Electric Cables Or Lines Outside (AREA)

Description

【考案の詳細な説明】 本考案は、トンネル内の側壁に取付けられてい
るケーブル支持具を補強するための装置に関する
ものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a device for reinforcing cable supports attached to side walls in tunnels.

地下鉄等のトンネル内の側壁に沿わせて電線、
ケーブル等を支持する支持具は、トンネル内の側
壁に支持具を取付けた状態を示した第1図、およ
びその断面を示した第2図示のように、トンネル
内側壁Aに設けてある凹部a内の側面に固定され
た支持具Bの固定金具Cに腕金具DをボルトEで
取付け、これに電線、ケーブル等を支持させてい
るが、長期間経過すると金具の腐蝕やボルトの緩
み等により支持強度が低下して支持不完全となり
事故を招くおそれがあつた。
Electric wires are installed along the side walls of tunnels such as subways.
The support for supporting cables, etc. is installed in a recess a provided in the tunnel inner wall A, as shown in FIG. 1, which shows the support installed on the side wall inside the tunnel, and FIG. The arm fitting D is attached to the fixing fitting C of the support B fixed to the inner side surface with a bolt E, and electric wires, cables, etc. are supported by this. There was a risk that the support strength would decrease and the support would be incomplete, leading to an accident.

このため従来は、金具を溶接等により補強し、
あるいは新たな部品を交換していたが、早急な補
強を要する際に、腐蝕している多数の金具の各々
に溶接補強や部品交換の作業を迅速に行うことは
容易でなく、これを実現する適切な手段はなかつ
た。
For this reason, conventionally the metal fittings were reinforced by welding etc.
Alternatively, new parts were replaced, but when urgent reinforcement is required, it is not easy to quickly weld reinforcement or replace parts on each of the many corroded metal fittings, so it is difficult to do so. There were no suitable means.

本考案は、前記のような溶接補強や部品交換を
行うことなく迅速に前記支持具の補強を行うこと
ができる装置を提供するものであり、以下、その
構成を図示の実施例により説明する。
The present invention provides an apparatus capable of quickly reinforcing the support without performing welding reinforcement or replacing parts as described above, and the configuration thereof will be explained below with reference to illustrated embodiments.

(考案の構成) 第3図は本考案の1実施例の1部断面を示し、
第4図は第3図示の第2の管状梁を上方から見た
状態を示し、第5図はその端面を示し、第6図は
楔体を、第7図はその水平断面を、第8図はその
側面を示す。
(Structure of the invention) Figure 3 shows a partial cross section of one embodiment of the invention,
4 shows the second tubular beam shown in FIG. 3 viewed from above, FIG. 5 shows its end surface, FIG. 6 shows the wedge, FIG. 7 shows its horizontal cross section, and FIG. The figure shows its side.

同図ににおいて、1は鉄パイプ製の第1の管状
梁であり、2はその1端に設けた押付け用フラン
ジ部、3は他端の開口端である。4は鉄パイプ製
の第2の管状梁で、その外径は前記第1の管状梁
の開口端3内に挿入し得る径に形成し、1端には
押付け用フランジ部5を設け、他端を開口端6に
形成するとともに、この開口端6には、直径線上
に相対して、管壁を管端縁から切込んだ切込み溝
7,8を設ける。なお、上方管壁の切込み溝7の
溝幅は広幅に形成し、下方管壁の切込み溝8の溝
幅は狭幅に形成する。9は上方の広幅の切込み溝
7の内奥縁である。
In the figure, 1 is a first tubular beam made of iron pipe, 2 is a pressing flange provided at one end thereof, and 3 is an open end at the other end. Reference numeral 4 denotes a second tubular beam made of iron pipe, the outer diameter of which is formed to a diameter that allows it to be inserted into the open end 3 of the first tubular beam, with a pressing flange 5 provided at one end, and the other. The end is formed into an open end 6, and the open end 6 is provided with cut grooves 7, 8 which are cut into the tube wall from the tube edge, diametrically opposed to each other. Note that the groove width of the cut groove 7 in the upper tube wall is formed wide, and the groove width of the cut groove 8 in the lower tube wall is formed narrow. 9 is the inner deep edge of the upper wide cut groove 7.

10は鉄製の楔体であり、その板部11は1側
縁を垂直縁12に形成し、他側縁はテーパ縁13
に形成して板幅が下方に向け漸次減少する楔形に
形成し、この垂直縁12の下方に一体に垂下部1
4を連設し、前記板部11には垂直のボルト挿通
孔15を設ける。なお、16は板部11の薄肉部
である。
Reference numeral 10 denotes a wedge made of iron, and the plate portion 11 has one side edge formed into a vertical edge 12 and the other side edge formed into a tapered edge 13.
The plate is formed into a wedge shape in which the width gradually decreases downward, and a hanging portion 1 is integrally formed below the vertical edge 12.
4 are arranged in series, and the plate portion 11 is provided with a vertical bolt insertion hole 15. Note that 16 is a thin portion of the plate portion 11.

前記のような第1の管状梁1の開口端3に第2
の管状梁4の開口端6を第3図示のように挿入
し、第2の管状梁4の開口端に設けた広幅の切込
み溝7に楔体10を挿入して楔体の垂下部14を
反対側の小幅の切込み溝8に通し、また、楔体1
0のボルト挿通孔15にステンレス製のボルト1
7を挿通しボルトの先端を前記小幅の切込み溝8
に通して第2の管状梁外に突出させステンレス製
のナツト18を螺合する。なお、19は緩み止め
防止用のナツト、20はボルト頭部である。
A second tubular beam 1 as described above has a second
Insert the open end 6 of the second tubular beam 4 as shown in the third figure, insert the wedge body 10 into the wide cut groove 7 provided at the open end of the second tubular beam 4, and insert the wedge body 10 into the hanging part 14 of the wedge body. Pass it through the narrow cut groove 8 on the opposite side, and then insert the wedge body 1
Insert stainless steel bolt 1 into bolt insertion hole 15 of 0.
7 and insert the tip of the bolt into the narrow cut groove 8.
The nut 18 made of stainless steel is screwed into the second tubular beam by passing it through and protruding out of the second tubular beam. In addition, 19 is a nut for preventing loosening, and 20 is a bolt head.

本考案の装置は前記のように構成したものであ
り、これによりトンネル内の側壁に取付けられて
いるケーブル支持具を補強するには、第1図示の
ように、側壁Aに間隔をおいて取付けられている
支持具B,Bの各ボルトE,E部に、第1の管状
梁1と第2の管状梁4の各押付け用フランジ部
2,5を当てがい、楔体10のナツト18を螺締
する。このとき、フランジ部2,5にはボルト
E,Eが嵌入しているので、フランジ部が支持具
B,Bから外れることはない。したがつてナツト
18を螺締すれば、第3図示のように、ナツト1
8は第2の管状梁4の下面に当接しボルト頭部2
0が楔体10の上面に当接しているので、楔体1
0は第2の管状梁4の切込み溝7から下方に引込
まれ、楔体のテーパ縁13が切込み溝7の内奥縁
9を押圧するとともに垂直縁12が第1の管状梁
1の開口端3の端縁を押圧する。このため第1の
管状梁1と第2の管状梁4は互いに反対方向に押
出されることになる。これにより第1の管状梁1
と第2の管状梁4の各押圧用フランジ部2,5
は、第1図示の支持具B,Bを押圧するので、第
1、第2の両管状梁が両支持具B,B間に楔状に
介在設置されて固定金具C,Cをトンネル内側壁
の凹部a,aの側面に強く押付け強固に固定する
ことになり、補強するのである。
The device of the present invention is constructed as described above, and in order to reinforce the cable support installed on the side wall in the tunnel, it is necessary to install it at intervals on the side wall A as shown in the first diagram. Apply the pressing flanges 2 and 5 of the first tubular beam 1 and the second tubular beam 4 to the bolts E and E of the supports B and B, which are held together, and tighten the nuts 18 of the wedge body 10. Screw on. At this time, since the bolts E and E are fitted into the flanges 2 and 5, the flanges do not come off from the supports B and B. Therefore, by screwing the nut 18, as shown in the third figure, the nut 1
8 is in contact with the lower surface of the second tubular beam 4, and the bolt head 2
0 is in contact with the upper surface of the wedge body 10, so the wedge body 1
0 is drawn downward from the cut groove 7 of the second tubular beam 4, and the tapered edge 13 of the wedge presses the inner deep edge 9 of the cut groove 7, and the vertical edge 12 presses against the open end of the first tubular beam 1. Press the edge of 3. Therefore, the first tubular beam 1 and the second tubular beam 4 are extruded in opposite directions. As a result, the first tubular beam 1
and each pressing flange portion 2, 5 of the second tubular beam 4.
presses the supports B shown in the first figure, so the first and second tubular beams are wedge-shaped between the supports B and the fixing metals C are attached to the inner wall of the tunnel. It is strongly pressed against the side surfaces of the recesses a, a, and is firmly fixed, thereby reinforcing them.

(考案の効果) 前述のように、本考案は、第1の管状梁1の開
口端に第2の管状梁4の切込み溝7,8を設けた
開口端を嵌合し、この切込み溝に楔体10を挿入
し、楔体のテーパ縁13で切込み溝7の内奥縁9
を押圧するとともに、垂直縁12と垂下部14の
縁とで第1の管状梁の開口端3の端縁を押圧する
ようにしたので、両管状梁1,4を互いに反対方
向に強く押出すことができ、また、両管状梁にフ
ランジ部2,5を設けてこれに支持具B,Bのボ
ルト部が嵌入するようにしたので、支持具B,B
はトンネル内側壁の凹部aの側面に確実に強く押
付けられて固定されることになり、したがつて支
持具が腐蝕していても充分に補強することができ
る。しかもその補強作業は、第1、第2の両管状
梁の各押付け用フランジ部を支持具B,Bに当て
がつてナツト18を螺締するだけの操作であるか
ら、極めて迅速、容易に作業を行うことができる
ものである。
(Effects of the invention) As described above, the present invention involves fitting the open end of the second tubular beam 4 with the cut grooves 7 and 8 into the open end of the first tubular beam 1, and fitting the open end of the second tubular beam 4 into the cut groove. Insert the wedge body 10 and use the tapered edge 13 of the wedge body to close the inner deep edge 9 of the cut groove 7.
At the same time, since the vertical edge 12 and the edge of the hanging portion 14 press the edge of the open end 3 of the first tubular beam, both the tubular beams 1 and 4 are strongly pushed out in opposite directions. In addition, since the flanges 2 and 5 are provided on both tubular beams and the bolts of the supports B and B are fitted into these, the bolts of the supports B and B are
is firmly pressed and fixed against the side surface of the recess a on the inner wall of the tunnel, and therefore, even if the support is corroded, it can be sufficiently reinforced. Furthermore, the reinforcing work is an extremely quick and easy operation since it is only a matter of applying the pressing flanges of both the first and second tubular beams to the supports B and screwing the nuts 18. It is something that can be done.

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

第1図は本考案の装置の使用状態を示す図面、
第2図は支持具の取付け部の縦断面図、第3図は
本考案の1実施例の1部断面図、第4図は第2の
管状梁の上面図、第5図はその端面図、第6図は
楔体の正面図、第7図はその水平断面図、第8図
はその側面図である。 1:第1の管状梁、2,5:フランジ部、3,
6:開口端、4:第2の管状梁、7,8:切込み
溝、10:楔体、11:板部、12:垂直縁、1
3:テーパ縁、14:垂下部、15:ボルト挿通
孔、17:ボルト。
FIG. 1 is a drawing showing the state of use of the device of the present invention;
Fig. 2 is a longitudinal sectional view of the attachment part of the support, Fig. 3 is a partial sectional view of an embodiment of the present invention, Fig. 4 is a top view of the second tubular beam, and Fig. 5 is an end view thereof. , FIG. 6 is a front view of the wedge body, FIG. 7 is a horizontal sectional view thereof, and FIG. 8 is a side view thereof. 1: first tubular beam, 2, 5: flange portion, 3,
6: Open end, 4: Second tubular beam, 7, 8: Cut groove, 10: Wedge body, 11: Plate portion, 12: Vertical edge, 1
3: Tapered edge, 14: Hanging part, 15: Bolt insertion hole, 17: Bolt.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 1端に押付け用フランジ部を設け他端を開口端
とした第1の管状梁と、1端に押付け用フランジ
部を設け他端の開口端の管壁に切込み溝を直径線
上に相対して設けた第2の管状梁と、1側縁を垂
直縁にし他側縁をテーパ縁にして板幅が下方に向
け漸次減少する楔形に形成した板部に垂直のボル
ト挿通孔を設けるとともに前記垂直縁の下方に垂
下部を連設した楔体と、ボルトおよびナツトとを
具備し、前記第1の管状梁の開口端に前記第2の
管状梁の切込み溝付き開口端を挿入し、前記楔体
を前記第2の管状梁の一方の切込み溝に挿入し、
前記楔体のボルト挿通孔に挿通したボルトの先端
を前記第2の管状梁の他方の切込み溝に通して管
状梁外に突出させナツトを螺合したトンネル内ケ
ーブル支持具用補強装置。
A first tubular beam having a pressing flange portion at one end and an open end at the other end, a pressing flange portion at one end, and a cut groove in the tube wall of the open end of the other end, diametrically opposed to each other. A vertical bolt insertion hole is provided in the second tubular beam provided, and a plate portion formed in a wedge shape with one side edge being vertical and the other side edge being tapered so that the plate width gradually decreases downward. A wedge body having a hanging part connected below the edge, a bolt and a nut, the cut grooved open end of the second tubular beam is inserted into the open end of the first tubular beam, and the wedge inserting the body into the cut groove of one of the second tubular beams;
A reinforcing device for a cable support in a tunnel, wherein a tip of a bolt inserted into a bolt insertion hole of the wedge body is passed through the other cut groove of the second tubular beam, projects outside the tubular beam, and is screwed with a nut.
JP17193483U 1983-11-08 1983-11-08 Reinforcement device for cable supports in tunnels Granted JPS6079219U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17193483U JPS6079219U (en) 1983-11-08 1983-11-08 Reinforcement device for cable supports in tunnels

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17193483U JPS6079219U (en) 1983-11-08 1983-11-08 Reinforcement device for cable supports in tunnels

Publications (2)

Publication Number Publication Date
JPS6079219U JPS6079219U (en) 1985-06-01
JPH0139060Y2 true JPH0139060Y2 (en) 1989-11-22

Family

ID=30374924

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17193483U Granted JPS6079219U (en) 1983-11-08 1983-11-08 Reinforcement device for cable supports in tunnels

Country Status (1)

Country Link
JP (1) JPS6079219U (en)

Also Published As

Publication number Publication date
JPS6079219U (en) 1985-06-01

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