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JP2937798B2 - Concrete segment joint structure - Google Patents

Concrete segment joint structure

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Publication number
JP2937798B2
JP2937798B2 JP7089000A JP8900095A JP2937798B2 JP 2937798 B2 JP2937798 B2 JP 2937798B2 JP 7089000 A JP7089000 A JP 7089000A JP 8900095 A JP8900095 A JP 8900095A JP 2937798 B2 JP2937798 B2 JP 2937798B2
Authority
JP
Japan
Prior art keywords
joint
bolt
buried
end plate
concrete segment
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 - Lifetime
Application number
JP7089000A
Other languages
Japanese (ja)
Other versions
JPH08284593A (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 JP7089000A priority Critical patent/JP2937798B2/en
Publication of JPH08284593A publication Critical patent/JPH08284593A/en
Application granted granted Critical
Publication of JP2937798B2 publication Critical patent/JP2937798B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、コンクリートセグメン
トの接合面の継手構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint structure of a joint surface of a concrete segment.

【0002】[0002]

【従来の技術】コンクリートセグメントの接合面の継手
としては、色々な形式があるが、ボルト孔を有する箱抜
金物を接合面に埋設し、箱抜金物周辺のコンクリートに
継手部ホールを設け、ボルト緊結によって行っているの
が一般的である。そして、一方の箱抜金物に代えて、ナ
ットをインサートとして埋設する形式もよく採用されて
いる。
2. Description of the Related Art There are various types of joints at a joint surface of a concrete segment. A metal box having a bolt hole is buried in the joint surface, and a joint hole is provided in concrete around the metal box. It is generally done by tying. In addition, instead of one of the box metal parts, a type in which a nut is buried as an insert is often adopted.

【0003】[0003]

【発明が解決しようとする課題】何れの形式の場合も箱
抜金物の接合端板のボルト孔や埋設ナットの径は挿入す
るボルトの径に合致した径で全長にわたって同一である
ため、コンクリートセグメントの接合作業の際に行うボ
ルトの挿通や挿入が困難であり、作業能率の低下を招い
ている。
In any case, the diameter of the bolt hole and the buried nut of the joint end plate of the metal box is equal to the diameter of the bolt to be inserted. It is difficult to insert or insert bolts during the joining operation of the above, which causes a decrease in work efficiency.

【0004】[0004]

【課題を解決するための手段】本発明は、ボルトのボル
ト孔への挿通や埋設ナットへの挿入を容易にし、コンク
リートセグメントの接合作業の能率の向上を図るととも
に、正確に各コンクリートセグメントを接合することを
目的とするものである。
SUMMARY OF THE INVENTION The present invention facilitates the insertion of bolts into bolt holes and the insertion into buried nuts, improves the efficiency of concrete segment joining work, and accurately joins concrete segments. It is intended to do so.

【0005】即ち、本発明は、二個の箱抜金物を相互に
ボルト緊結して接合する形式の継手の場合には、接合す
る二枚の接合端板のボルト孔が連続したテーパーを形成
する形でテーパー状に穿孔するとともに、挿通するボル
トの頭部とネジ山との間をボルト孔のテーパーと合致し
た形状のテーパー状とすることを特徴とした継手構造に
係るものであり、箱抜金物を埋設ナットにボルト緊結し
て接合する形式の継手の場合には、接合端板のボルト孔
をテーパー状に穿孔し、埋設ナットの開口端部をボルト
孔のテーパーに連続した小径のテーパー状に形成すると
ともに、挿通するボルトの頭部とネジ山との間を接合端
板ボルト孔および埋設ナット開口端部のテーパーと合致
した形状のテーパー状とすることを特徴とした継手構造
に係るものである。
That is, according to the present invention, in the case of a joint of the type in which two boxed parts are joined together by bolting together, the bolt holes of the two joining end plates to be joined form a continuous taper. The present invention relates to a joint structure characterized in that a hole is formed in a tapered shape, and a space between a head portion of a bolt to be inserted and a screw thread is formed in a tapered shape matching a taper of a bolt hole. In the case of a joint where the metal is bolted to the buried nut and joined, the bolt hole in the joint end plate is drilled in a tapered shape, and the open end of the buried nut is tapered with a small diameter connected to the taper of the bolt hole. And a joint structure characterized by having a tapered shape between the head of the bolt to be inserted and the screw thread that matches the taper of the joint end plate bolt hole and the end of the buried nut opening end. Is

【0006】本発明の継手構造とすることにより、何れ
の形式の場合でも、ボルトのボルト孔への挿通が容易で
あるので、ボルト緊結作業の能率が向上するのみでな
く、セグメント同士がボルトのテーパー面に沿って緊結
されるため、ボルト緊結が正確かつ強固に行われる。
By adopting the joint structure of the present invention, in any case, the bolt can be easily inserted into the bolt hole, so that not only the efficiency of the bolt tightening operation is improved, but also the segments are connected to each other by the bolt. Since the bolts are tightened along the tapered surface, the bolts are tightened accurately and firmly.

【0007】[0007]

【実施例】以下図面を参照しながら本発明を説明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below with reference to the drawings.

【0008】図1は本発明の継手構造の中の箱抜金物を
相互にボルト緊結する形式の継手構造の一例を示し、
(a)はコンクリートセグメントの斜視図、(b)は接
合部の断面図、(c)は使用するボルトの縦断面図であ
る。
FIG. 1 shows an example of a joint structure of the type in which box-extracted parts in the joint structure of the present invention are bolted to each other.
(A) is a perspective view of a concrete segment, (b) is a sectional view of a joint, and (c) is a longitudinal sectional view of a bolt used.

【0009】図2は本発明の継手構造の中の箱抜金物を
埋設ナットにボルト緊結する形式の継手構造の一例を示
し、(a)はコンクリートセグメントの斜視図、(b)
は接合部の断面図、(c)は使用するボルトの縦断面図
である。
FIG. 2 shows an example of a joint structure of a type in which a box-extracted metal in the joint structure of the present invention is bolted to a buried nut, (a) is a perspective view of a concrete segment, and (b).
Is a sectional view of a joint, and (c) is a longitudinal sectional view of a bolt used.

【0010】先ず、図1の箱抜金物を相互にボルト緊結
する形式の継手構造の例について説明する。
First, a description will be given of an example of a joint structure of a type in which the metal parts of FIG. 1 are bolted to each other.

【0011】コンクリートセグメント1には、リング接
合面には各3個の箱抜金物が、セグメント接合面には各
2個の箱抜金物が埋設され、その周辺に継手部ホール6
が設けられている。リング接合面の一方の面の箱抜金物
接合端板2Aには大径の円錐台形のボルト孔5Aが穿孔
されており、他方の面の箱抜金物接合端板2Bには小径
の円錘台形のボルト孔5Bが穿孔されており、このボル
ト孔5A、ボルト孔5Bは(b)に示すように接合した
とき連続した円錘台形となるような寸法・形状に穿孔さ
れている。同様にセグメント接合面の箱抜金物接合端板
3A、3Bにも大径と小径の円錘台形のボルト孔が穿孔
され、接合したとき連続したテーパー面を形成するよう
ボルト孔が穿孔されている。使用するボルト7は(c)
に示すように頭部とネジ山の間は円錘台形でその寸法・
形状はボルト孔のテーパーと合致するものとなってい
る。
In the concrete segment 1, three box metal parts are buried on the ring joint surface, and two box metal members are buried on the segment joint surface.
Is provided. A large-diameter truncated conical bolt hole 5A is drilled in the box-extracted metal joint end plate 2A on one surface of the ring joint surface, and a small-diameter frusto-conical shape is formed in the box-extracted metal joint end plate 2B on the other surface. The bolt holes 5A and 5B are drilled in dimensions and shapes so as to form a continuous truncated cone when joined as shown in FIG. Similarly, large-diameter and small-diameter truncated-cone-shaped bolt holes are drilled in the box-punched-metal joint end plates 3A and 3B on the segment joint surface, and the bolt holes are drilled so as to form a continuous tapered surface when joined. . Bolt 7 used is (c)
As shown in the figure, the space between the head and the thread
The shape matches the taper of the bolt hole.

【0012】かかる継手構造のコンクリートセグメント
1の接合作業についてリング接合面を例として(b)を
参照しながら説明する。
The work of joining the concrete segments 1 having such a joint structure will be described with reference to FIG.

【0013】コンクリートセグメント1の一方のリング
接合面の接合端板2Aと隣接するコンクリートセグメン
ト1のリング接合面の接合端板2Bとを接近して正対さ
せ、接合端板2A側の継手部ホール6よりボルト7を入
れ、接合端板2A、2Bのボルト孔5A、5B内を挿通
して、先端を接合端板2B側の継手部ホール6に出す。
挿通されるボルト孔5A、5Bは先細のテーパーを形成
し、ボルト7はテーパー部8を持っているので、この挿
通は容易に行われる。接合端板2B側の継手部ホール6
に出ているボルト7の先端に座金9、ナット10をは
め、ナット10を締め付けてボルト緊結する。
The joint end plate 2A of one ring joint surface of the concrete segment 1 and the joint end plate 2B of the ring joint surface of the adjacent concrete segment 1 are closely opposed to each other, and a joint portion hole on the joint end plate 2A side is brought close. 6, a bolt 7 is inserted, the bolt 7 is inserted into the bolt holes 5A, 5B of the joint end plates 2A, 2B, and the tip is brought out to the joint hole 6 on the joint end plate 2B side.
Since the bolt holes 5A and 5B to be inserted form a taper and the bolt 7 has a tapered portion 8, this insertion is easily performed. Joint part hole 6 on the joint end plate 2B side
Then, a washer 9 and a nut 10 are fitted to the tip of the bolt 7 protruding, and the nut 10 is tightened to tighten the bolt.

【0014】図2の箱抜金物を埋設ナットにボルト緊結
する形式の継手構造の例について説明する。
An example of a joint structure of the type shown in FIG. 2 in which the metal box is bolted to the buried nut will be described.

【0015】コンクリートセグメント1には、リング接
合面の一方の面に3個の箱抜金物が、セグメント接合面
の一方の面に2個の箱抜金物が埋設され、その周辺に継
手部ホール6が設けられている。リング接合面箱抜金物
接合端板2Aおよびセグメント接合面の箱抜金物接合端
板3Aには継手部ホール6側が大径で接合面側が小径の
円錘台形のボルト孔13が穿孔されている。(図示する
例では1個の接合端板2A、3Aに2個のボルト孔13
を1対として穿孔してある。)リング接合面およびセグ
メント接合面の他方の面には、接合端板2A、3Aと対
応する位置に2個1対の埋設ナット11が埋設されてい
る。埋設ナット11は(b)に示すように開口端が大径
で先細の円錘台形のテーパー部12とそれに続くネジ山
とから構成され、接合端板2A、3Aを開口端に接合し
たとき連続したテーパー面を形成するような寸法・形状
に形成されている。使用するボルト7は(c)に示すよ
うに頭部とネジ山の間は円錘台形のテーパー部8が設け
られており、テーパー部8の寸法・形状はボルト孔13
およびテーパー部12のテーパーと合致するものとなっ
ている。
In the concrete segment 1, three box metal parts are embedded on one surface of the ring joint surface, and two box metal members are buried on one surface of the segment joint surface. Is provided. A frustoconical bolt hole 13 having a large diameter on the joint part hole 6 side and a small diameter on the joint surface side is drilled in the ring-joined surface box-extracted metal joint end plate 2A and the segment-extracted box-extracted metal joint end plate 3A. (In the illustrated example, two bolt holes 13 are formed in one joint end plate 2A, 3A.
Are perforated as a pair. On the other surface of the ring joint surface and the segment joint surface, a pair of buried nuts 11 are buried at positions corresponding to the joint end plates 2A, 3A. As shown in (b), the buried nut 11 is composed of a tapered frustum-shaped tapered part 12 having a large opening end and a tapered frustum, and a continuous screw thread, and is continuous when the joining end plates 2A and 3A are joined to the opening end. It is formed in such a size and shape as to form a tapered surface. The bolt 7 to be used is provided with a truncated cone-shaped tapered portion 8 between the head and the screw thread as shown in FIG.
And the taper of the tapered portion 12.

【0016】かかる継手構造のコンクリートセグメント
1の接合作業についてリング接合面を例として(b)を
参照しながら説明する。
The work of joining the concrete segments 1 having such a joint structure will be described with reference to FIG.

【0017】コンクリートセグメント1の一方のリング
接合面の接合端板2Aと隣接するコンクリートセグメン
ト1のリング接合面の埋設ナット11とを接近して正対
させ、接合端板2A側の継手部ホール6よりボルト7を
入れ、接合端板2Aのボルト13に挿通して、先端を埋
設ナット11に挿入する。ボルト孔13と埋設ナット1
1の開口端のテーパー部12とは連続した先細のテーパ
ーを形成し、ボルト7はテーパー部8を持っているの
で、この挿通ならびに挿入は容易に行われる。継手部ホ
ール6内のボルト7の頭部を締め付けて埋設ナット11
にボルト緊結する。
The joint end plate 2A on one ring joint surface of the concrete segment 1 and the buried nut 11 on the ring joint surface of the adjacent concrete segment 1 are closely opposed to each other, and the joint hole 6 on the joint end plate 2A side is brought close. The bolt 7 is inserted, and the bolt 7 is inserted into the bolt 13 of the joint end plate 2A, and the tip is inserted into the buried nut 11. Bolt hole 13 and buried nut 1
Since the tapered portion 12 at the opening end of the first tapered portion forms a continuous taper, and the bolt 7 has the tapered portion 8, the insertion and insertion can be easily performed. The head of the bolt 7 in the joint hole 6 is tightened to bury the nut 11
Tighten the bolt.

【0018】[0018]

【発明の効果】本発明のコンクリートセグメントの継手
構造では、ボルトのボルト孔への挿通が容易となり、ボ
ルト緊結作業の能率が向上するのみでなく、セグメント
同士がボルトのテーパー面に沿って緊結されるため、ボ
ルト緊結が正確かつ強固に行われる。
According to the joint structure of the concrete segment of the present invention, the bolt can be easily inserted into the bolt hole, and not only the efficiency of the bolt tightening operation is improved, but also the segments are tightened along the tapered surface of the bolt. Therefore, the bolt is accurately and firmly tightened.

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

【図1】本発明の継手構造の中の箱抜金物を相互にボル
ト緊結する形式の継手構造の一例を示し、(a)はコン
クリートセグメントの斜視図、(b)は接合部の断面
図、(c)は使用するボルトの縦断面図である。
1A and 1B show an example of a joint structure of a type in which box-extracted metal parts in a joint structure of the present invention are bolted to each other, (a) is a perspective view of a concrete segment, (b) is a cross-sectional view of a joint, (C) is a longitudinal sectional view of the bolt used.

【図2】本発明の継手構造の中の箱抜金物を埋設ナット
にボルト緊結する形式の継手構造の一例を示し、(a)
はコンクリートセグメントの斜視図、(b)は接合部の
断面図、(c)は使用するボルトの縦断面図である。
FIG. 2 shows an example of a joint structure of a type in which a box-extracted metal in the joint structure of the present invention is bolted to a buried nut, and FIG.
3 is a perspective view of a concrete segment, (b) is a sectional view of a joint, and (c) is a longitudinal sectional view of a bolt used.

【符号の説明】[Explanation of symbols]

1・・コンクリートセグメント、2A、2B・・リング
接合面接合端板、3A、3B・・セグメント接合面接合
端板、4・・接合面、5A、5B・・ボルト孔、6・・
継手部ホール、7・・ボルト、8・・ボルトのテーパー
部、9・・座金、10・・ナット、11・・埋設ナッ
ト、12・・埋設ナットのテーパー部、13・・ボルト
孔。
1 ··· Concrete segment, 2A, 2B ··· Ring joint surface joint end plate, 3A, 3B ··· Segment joint surface joint end plate, 4 ··· Joint surface, 5A, 5B ··· Bolt hole, 6 ···
Joint hole, 7 bolt, taper of 8 bolt, 9 washer, 10 nut, 11 buried nut, 12 taper of buried nut, 13 bolt hole.

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 接合面の双方に箱抜金物を埋設し、箱抜
金物の接合端板に穿孔したボルト孔にボルトを挿通し、
ボルト緊結するコンクリートセグメントの継手構造にお
いて、接合する二枚の接合端板のボルト孔が連続したテ
ーパーを形成する形でテーパー状に穿孔するとともに、
挿通するボルトの頭部とネジ山との間をボルト孔のテー
パーと合致した形状のテーパー状とすることを特徴とす
るコンクリートセグメントの継手構造。
1. A box metal part is buried on both sides of a joint surface, and a bolt is inserted through a bolt hole formed in a joint end plate of the box metal part.
In the joint structure of the concrete segment to be bolted, while the bolt holes of the two joining end plates to be joined are drilled in a tapered shape in a form of a continuous taper,
A joint structure for a concrete segment, characterized in that a portion between a head portion of a bolt to be inserted and a screw thread has a tapered shape matching a taper of a bolt hole.
【請求項2】 接合面の一方に箱抜金物を埋設し、他方
に埋設ナットを埋設し、箱抜金物の接合端板に穿孔した
ボルト孔に挿通したボルトを埋設ナットにボルト緊結す
るコンクリートセグメントの継手構造において、接合端
板のボルト孔をテーパー状に穿孔し、埋設ナットの開口
端部をボルト孔のテーパーに連続した小径のテーパー状
に形成するとともに、挿通するボルトの頭部とネジ山と
の間を接合端板ボルト孔および埋設ナット開口端部のテ
ーパーと合致した形状のテーパー状とすることを特徴と
するコンクリートセグメントの継手構造。
2. A concrete segment in which a metal box is buried in one of the joining surfaces, a buried nut is buried in the other, and a bolt inserted into a bolt hole formed in a joint end plate of the metal box is bolted to the buried nut. In the joint structure of (1), the bolt hole of the joint end plate is drilled in a tapered shape, the open end of the buried nut is formed in a small diameter taper shape continuous with the taper of the bolt hole, and the head of the bolt to be inserted and the screw thread are formed. The joint structure of the concrete segment is characterized in that the space between the joint segment and the joint end plate has a tapered shape that matches the taper of the joint end plate bolt hole and the buried nut opening end.
JP7089000A 1995-04-14 1995-04-14 Concrete segment joint structure Expired - Lifetime JP2937798B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7089000A JP2937798B2 (en) 1995-04-14 1995-04-14 Concrete segment joint structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7089000A JP2937798B2 (en) 1995-04-14 1995-04-14 Concrete segment joint structure

Publications (2)

Publication Number Publication Date
JPH08284593A JPH08284593A (en) 1996-10-29
JP2937798B2 true JP2937798B2 (en) 1999-08-23

Family

ID=13958542

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7089000A Expired - Lifetime JP2937798B2 (en) 1995-04-14 1995-04-14 Concrete segment joint structure

Country Status (1)

Country Link
JP (1) JP2937798B2 (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5623788B2 (en) * 2010-05-27 2014-11-12 独立行政法人鉄道建設・運輸施設整備支援機構 How to build a tunnel
WO2018186771A1 (en) * 2017-04-03 2018-10-11 Юрий Вячеславович ОРЕЛЬСКИЙ Underground module (structure) and modular element of an underground structure
JP6374051B1 (en) * 2017-04-07 2018-08-15 前田建設工業株式会社 How to build a tunnel
JP6374050B1 (en) * 2017-04-07 2018-08-15 前田建設工業株式会社 Steel support construction connection structure, connection method, and erection method
RU179480U1 (en) * 2017-09-26 2018-05-16 Юрий Вячеславович Орельский UNDERGROUND STRUCTURE MODULE ELEMENT
RU2715136C1 (en) * 2019-10-21 2020-02-25 Акционерное общество "Метрогипротранс" Device for conjugation of two underground tunnels structures with different diameters lining

Also Published As

Publication number Publication date
JPH08284593A (en) 1996-10-29

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