JPS6243037Y2 - - Google Patents

Info

Publication number
JPS6243037Y2
JPS6243037Y2 JP8952983U JP8952983U JPS6243037Y2 JP S6243037 Y2 JPS6243037 Y2 JP S6243037Y2 JP 8952983 U JP8952983 U JP 8952983U JP 8952983 U JP8952983 U JP 8952983U JP S6243037 Y2 JPS6243037 Y2 JP S6243037Y2
Authority
JP
Japan
Prior art keywords
air vent
vent pipe
concrete
segments
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
Application number
JP8952983U
Other languages
Japanese (ja)
Other versions
JPS60498U (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 JP8952983U priority Critical patent/JPS60498U/en
Publication of JPS60498U publication Critical patent/JPS60498U/en
Application granted granted Critical
Publication of JPS6243037Y2 publication Critical patent/JPS6243037Y2/ja
Granted legal-status Critical Current

Links

Description

【考案の詳細な説明】 本考案はシールド工法によるトンネル施工に於
て、セグメントの内面にコンクリートを打設する
際にコンクリート打設空間に空気が溜つて空洞が
生じることを防止するための空気抜きパイプに関
する。
[Detailed description of the invention] This invention is an air vent pipe used in tunnel construction using the shield method to prevent air from accumulating in the concrete placement space and creating cavities when concrete is placed on the inner surface of the segment. Regarding.

従来、トンネルの施工に際し、横穴を掘削した
後、穴中にセグメントを筒状に組み立て、セグメ
ント筒の内面にコンクリートを内張りしている。
Conventionally, when constructing a tunnel, after a horizontal hole is excavated, segments are assembled in the hole into a cylindrical shape, and the inner surface of the segment tube is lined with concrete.

このコンクリート打設に際してはセグメント筒
の約10mを1区画として、セグメント筒中に移動
式セグメントを配備し、セントルの枠壁とセグメ
ント筒との間のキヤビテイーに一端からコンクリ
ートを注入している。
When pouring this concrete, movable segments are placed inside the segment tube, with approximately 10 m of the segment tube as one section, and concrete is poured from one end into the cavity between the center frame wall and the segment tube.

ところが、第7図の如くセグメント筒の各セグ
メントは隣に合うセグメント1,1aを接合する
ためのリングリブ11,11aが突設されている
から、コンクリート3を注入した際、セグメント
筒10の上部に於てリングリブ11,11a間に
空気が溜つて、コンクリートの充満を妨げ、コン
クリート固化後も空洞2が生じる問題がある。
However, as shown in FIG. 7, each segment of the segment tube has ring ribs 11 and 11a protruding from each other for joining the adjacent segments 1 and 1a, so when concrete 3 is poured, the upper part of the segment tube 10 There is a problem in that air accumulates between the ring ribs 11 and 11a, which prevents the filling of concrete and creates cavities 2 even after the concrete hardens.

このため従来はコンクリート層に貫通孔31が
形成される様に、コンクリート注入前に予め上部
のセグメント毎にパイプを取付けておき、コンク
リート固化後は該孔31から発泡セメントを注入
して空洞を埋めているが、作業に大変な手間が掛
かつた。
For this reason, in the past, pipes were installed in each upper segment before pouring concrete so that through holes 31 were formed in the concrete layer, and after the concrete had solidified, foamed cement was injected through the holes 31 to fill the cavities. However, the work took a lot of effort.

(技術的課題) 本考案はトンネル構築に際し、セグメントと型
枠との間の上部空間まで、空洞を形成することな
くコンクリートを充満させることである。
(Technical Problem) The purpose of this invention is to fill the upper space between the segment and the formwork with concrete without forming a cavity when constructing a tunnel.

(構 成) 本考案は隣り合うセグメントの突合せリングリ
ブの厚みを加えた長さに対応する長さの跨ぎ部
と、該跨ぎ部の両端に跨ぎ部と略直交して略同方
向に延びた腕部と、各腕部の先端に形成されリン
グリブを貫通した締結具に引掛かる掛り部を有す
る空気抜きパイプを一本のパイプを屈曲して形成
した。
(Structure) The present invention has a straddle part with a length corresponding to the length plus the thickness of the abutting ring ribs of adjacent segments, and arms at both ends of the straddle part that extend substantially orthogonally to the straddle part and in substantially the same direction. An air vent pipe was formed by bending a single pipe, and had a hook part formed at the tip of each arm part and hooked to a fastener passing through the ring rib.

(作 用) 隣り合うセグメントの突合せリングリブに跨が
つて空気抜きパイプを嵌め、パイプ両端の掛り部
をリングリブから突出した締結具の端部に引掛け
る。これによつて隣り合うセグメントは空気抜き
パイプで連通され、セグメントと枠壁との間にコ
ンクリートを注入した際、セグメント内の空気は
充満するコンクリートによつて順次パイプを通じ
て下流側へ流れ、セグメント内に空気溜りが生じ
ず、従つてコンクリート層とセグメントとの間に
空洞が生じることはない。
(Function) Fit the air vent pipe across the abutting ring ribs of adjacent segments, and hook the hooks at both ends of the pipe onto the ends of the fasteners protruding from the ring ribs. As a result, adjacent segments are communicated with air vent pipes, and when concrete is injected between the segments and the frame wall, the air inside the segments flows downstream through the pipes due to the filled concrete, and flows into the segments. There are no air pockets and therefore no cavities between the concrete layer and the segments.

(特有の効果) 空気抜きパイプは先端の掛り部を締結具に引掛
けて簡単に取付け出来、従来の様にコンクリート
打設後に発泡コンクリートの注入によつて空洞を
埋める作業は不用となり、施工能率は遥かに向上
する。
(Special effects) The air vent pipe can be easily installed by hooking the end of the pipe onto a fastener, eliminating the need for filling cavities by pouring foamed concrete after pouring concrete, improving construction efficiency. much improved.

以下図面に示す実施例に基づき本考案を具体的
に説明する。
The present invention will be specifically described below based on embodiments shown in the drawings.

第1図はセグメント1によつて円筒10を組み
立てた状態を示しており、各セグメント1はトン
ネル長手方向及び円周方向の2方向に連結するた
め公知の如く円弧状のスキンプレート12の長手
方向の縁にリングリブ11、周方向の縁にエンド
プレート13,13を突設して形成され、リング
リブ11,11間に補強リブ14,14を突設し
ている。
FIG. 1 shows a state in which a cylinder 10 is assembled by segments 1, and since each segment 1 is connected in two directions, the tunnel longitudinal direction and the circumferential direction, the longitudinal direction of an arc-shaped skin plate 12 is known. It is formed with a ring rib 11 protruding from the edge thereof and end plates 13, 13 protruding from the edges in the circumferential direction, and reinforcing ribs 14, 14 protruding between the ring ribs 11, 11.

セグメント1はトンネルの長手方向に対し位相
をずらせて組み立てられ、軸方向に隣り合うセグ
メント1,1aの互いに突き合わさつたリングリ
ブ11,11aが、第6図の如くボルト41とナ
ツト42による締結具4によつて固定され、円周
方向に隣りセグメント1,1aは互いに突き合わ
さつたエンドプレート13,13が前記同様の締
結具4にて固定されている。
The segments 1 are assembled out of phase with respect to the longitudinal direction of the tunnel, and the ring ribs 11, 11a of the axially adjacent segments 1, 1a that abut each other are connected to the fasteners 4 using bolts 41 and nuts 42 as shown in FIG. The end plates 13, 13 of the circumferentially adjacent segments 1, 1a abut against each other are fixed with fasteners 4 similar to those described above.

上記セグメント筒10の上部内面に本考案の空
気抜きパイプ5が装着されている。
The air vent pipe 5 of the present invention is attached to the upper inner surface of the segment tube 10.

空気抜きパイプ5は外径約9mm、肉厚約1mm、
長さ約85cmの金属パイプを屈曲して形成されてお
り、隣り合うセグメント1,1aのリングリブ1
1,11aの厚みを加えた長さの真直跨ぎ部51
の両端から跨ぎ部51と略直交して略同方向に腕
部52,52を伸ばしてコ字状に形成され、該腕
部52,52の先端にはリングリブ11,11a
を貫通した前記締結具4に引掛かる掛り部53,
53が形成されている。
The air vent pipe 5 has an outer diameter of about 9 mm, a wall thickness of about 1 mm,
It is formed by bending a metal pipe with a length of about 85 cm, and the ring ribs 1 of adjacent segments 1 and 1a
Straight straddle portion 51 with a length including the thickness of 1 and 11a
The arm portions 52, 52 are extended from both ends in substantially the same direction and perpendicular to the straddle portion 51 to form a U-shape.
a hook portion 53 that is caught on the fastener 4 passing through the
53 is formed.

腕部52,52の長さはリングリブ11の先端
縁から締結具4迄の長さに対応しており、実施例
では両腕部52,52は先端側が互に接近する方
向に少し傾いており、腕部52,52の先端間の
間隔はリングリブ11,11aの厚みWよりも少
し狭い。又実施例の場合、両掛り部53,53は
腕部52,52の先端を腕部52及び跨ぎ部51
に対し夫々略直交し且つ互いに逆方向に屈曲して
形成されている。
The length of the arm portions 52, 52 corresponds to the length from the tip edge of the ring rib 11 to the fastener 4, and in the embodiment, the arm portions 52, 52 are slightly inclined in the direction in which the tip sides approach each other. , the distance between the tips of the arm portions 52, 52 is slightly narrower than the thickness W of the ring ribs 11, 11a. Further, in the case of the embodiment, both hanging parts 53, 53 connect the tips of the arm parts 52, 52 to the arm part 52 and the straddling part 51.
and are bent in opposite directions to each other.

然して、空気抜きパイプ5をその両腕部52,
52を外方に少し拡げながら隣り合うセグメント
1,1aの突合せリングリブ11,11aに嵌
め、更に腕部52,52を捩る様にして回転して
リングリブ11,11aから突出した締結具4の
端部に掛り部53,53を逆方向から引掛ける。
However, the air vent pipe 5 is connected to its both arms 52,
The ends of the fastener 4 are fitted into the abutting ring ribs 11, 11a of the adjacent segments 1, 1a while slightly expanding the 52 outwardly, and further rotated by twisting the arms 52, 52, so that the ends of the fastener 4 protrude from the ring ribs 11, 11a. Hook the hooking parts 53, 53 from opposite directions.

実施例の様に腕部52,52の先端間をセグメ
ント1,1aのリングリブ11,11aの厚みW
よりも狭くして腕部52,52を拡げながらセグ
メント1,1aに嵌めることにより、パイプの弾
性復帰によつて腕部52,52がセグメント1,
1aを挾持し、更に掛り部53,53が互に逆方
向から締結具4の端部に引掛かる。一旦締結具4
をセツトした後は、空気抜きパイプ5の腕片5
2,52を逆方向に捩り且つセグメント1,1a
から引き離す強い力が作用しない限りは空気抜き
パイプ5が脱落することはない。
As in the embodiment, the thickness W of the ring ribs 11, 11a of the segments 1, 1a is
By fitting the arms 52, 52 into the segments 1, 1a while expanding the arms 52, 52, the elastic return of the pipe causes the arms 52, 52 to fit into the segments 1, 1a.
1a, and the hooks 53, 53 hook onto the ends of the fastener 4 from opposite directions. Once fastener 4
After setting the arm piece 5 of the air vent pipe 5.
2, 52 in the opposite direction and segment 1, 1a.
The air vent pipe 5 will not fall off unless a strong force is applied to pull it away from the air vent pipe 5.

セントル(図示せず)の枠壁6とセグメント
1,1aとの間に形成される環状の空間の一端側
からコンクリートを注入すると、コンクリート液
面の上昇につれてセグメント筒10の上部では各
セグメント1,1aのリングリブ11,11a及
びエンドプレート13,13間に空気が充満す
る。
When concrete is injected from one end side of the annular space formed between the frame wall 6 of the center (not shown) and the segments 1, 1a, as the concrete liquid level rises, each segment 1, Air is filled between the ring ribs 11, 11a of 1a and the end plates 13, 13.

しかし、隣り合うセグメント1,1aは空気抜
きパイプ5によつて連通しており、コンクリート
がセグメントに充満する際、空気は空気抜きパイ
プ5によつて下流側のセグメントに押し出され、
これがコンクリートの流れによつて順次下流側で
繰り返されるから、コンクリートはセグメント1
に充満し、空洞を作らない。
However, the adjacent segments 1 and 1a are connected by an air vent pipe 5, and when the segments are filled with concrete, air is pushed out to the downstream segment by the air vent pipe 5.
This is repeated sequentially on the downstream side due to the concrete flow, so the concrete is
fills the area and does not create a cavity.

空気抜きパイプ5をコンクリートに埋設した
蓋、コンクリートを固化させれば可い。
This is possible if the air vent pipe 5 is buried in concrete and the concrete is solidified.

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

第1図はセグメント枠の正面図、第2図は空気
抜きパイプの斜面図、第3図は空気抜きパイプの
正面図、第4図はトンネル軸方向に沿うセグメン
ト枠の縦断面図、第5図はセグメント枠の天井部
を見上げた正面図、第6図は空気抜きパイプの取
付状態の拡大図、第7図は従来例の説明図であ
る。 1,1a……セグメント、5……空気抜きパイ
プ、51……跨ぎ部、52……腕部、53……掛
り部。
Figure 1 is a front view of the segment frame, Figure 2 is a slope view of the air vent pipe, Figure 3 is a front view of the air vent pipe, Figure 4 is a vertical sectional view of the segment frame along the tunnel axis, and Figure 5 is FIG. 6 is an enlarged view of the installed state of the air vent pipe, and FIG. 7 is an explanatory diagram of a conventional example. 1, 1a... Segment, 5... Air vent pipe, 51... Straddling part, 52... Arm part, 53... Hanging part.

Claims (1)

【実用新案登録請求の範囲】 一本のパイプを屈曲して形成され、トンネル
の軸方向に隣り合うセグメント1,1aの互い
の突合せリングリブ11,11aの厚みを加え
た長さに対応する長さの跨ぎ部51の両端に跨
ぎ部と略直交して同方向に腕部52,52が延
びて略コ字状に形成され腕部52,52の先端
にはリングリブ11,11aを貫通した締結具
4に引掛かる掛り部53,53が屈曲形成され
ている空気抜きパイプ。 両端の掛り部53,53は互いに逆向きに屈
曲している実用新案登録請求の範囲第1項に記
載のトンネル施工用空気抜きパイプ。 腕部52,52は互いの先端が接近する方向
に少し傾いている実用新案登録請求の範囲第1
項又は第2項に記載のトンネル施工用空気抜き
パイプ。
[Claims for Utility Model Registration] Formed by bending a single pipe, the length corresponds to the sum of the thickness of the abutting ring ribs 11, 11a of the segments 1, 1a adjacent in the axial direction of the tunnel. At both ends of the straddling part 51, arm parts 52, 52 extend substantially perpendicularly to the straddling part and in the same direction, forming a substantially U-shape, and at the ends of the arm parts 52, 52 there are fasteners penetrating the ring ribs 11, 11a. An air vent pipe in which hanging portions 53, 53 hooked on the air vent pipe 4 are bent. The air vent pipe for tunnel construction according to claim 1, wherein the hanging portions 53, 53 at both ends are bent in opposite directions. The arm portions 52, 52 are slightly inclined in a direction in which their tips approach each other.Claim 1 of Utility Model Registration
The air vent pipe for tunnel construction according to item 1 or 2.
JP8952983U 1983-06-10 1983-06-10 Air vent pipe for tunnel construction Granted JPS60498U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8952983U JPS60498U (en) 1983-06-10 1983-06-10 Air vent pipe for tunnel construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8952983U JPS60498U (en) 1983-06-10 1983-06-10 Air vent pipe for tunnel construction

Publications (2)

Publication Number Publication Date
JPS60498U JPS60498U (en) 1985-01-05
JPS6243037Y2 true JPS6243037Y2 (en) 1987-11-06

Family

ID=30219430

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8952983U Granted JPS60498U (en) 1983-06-10 1983-06-10 Air vent pipe for tunnel construction

Country Status (1)

Country Link
JP (1) JPS60498U (en)

Also Published As

Publication number Publication date
JPS60498U (en) 1985-01-05

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