JPH0988486A - Grouting hole in concrete segment - Google Patents
Grouting hole in concrete segmentInfo
- Publication number
- JPH0988486A JPH0988486A JP7249137A JP24913795A JPH0988486A JP H0988486 A JPH0988486 A JP H0988486A JP 7249137 A JP7249137 A JP 7249137A JP 24913795 A JP24913795 A JP 24913795A JP H0988486 A JPH0988486 A JP H0988486A
- Authority
- JP
- Japan
- Prior art keywords
- synthetic resin
- pipe
- concrete segment
- threaded
- 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.)
- Granted
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 44
- 229920003002 synthetic resin Polymers 0.000 claims abstract description 50
- 239000000057 synthetic resin Substances 0.000 claims abstract description 50
- 239000011440 grout Substances 0.000 claims description 18
- 230000007797 corrosion Effects 0.000 abstract description 4
- 238000005260 corrosion Methods 0.000 abstract description 4
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 abstract description 3
- 229910000831 Steel Inorganic materials 0.000 description 7
- 239000010959 steel Substances 0.000 description 7
- 239000000463 material Substances 0.000 description 4
- 238000002347 injection Methods 0.000 description 3
- 239000007924 injection Substances 0.000 description 3
- 239000002184 metal Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
Landscapes
- Lining And Supports For Tunnels (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】この発明はトンネル覆工用コ
ンクリートセグメントのグラウトホールに関するもので
ある。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a grout hole for a concrete segment for tunnel lining.
【0002】[0002]
【従来の技術】トンネル覆工用にはコンクリートセグメ
ント裏込め用のグラウト注入孔が必要であり、また、そ
のセグメントの略中央には組立時に使用する吊り金具を
螺合する雌ネジ管があり、この雌ネジ管が裏込め用のグ
ラウト注入孔を兼ねたグラウトホールを形成している。2. Description of the Related Art A grout injection hole for backfilling a concrete segment is required for tunnel lining, and there is an internal threaded pipe for screwing a hanging metal fitting used at the time of assembly in the approximate center of the segment. This female screw tube forms a grout hole that doubles as a grout injection hole for backfilling.
【0003】そして、従来のコンクリートセグメントで
は、雌ネジ管としては鋼管が専ら用いられ、内面にネジ
山を刻し外面にアンカー筋を溶接した鋼管をコンクリー
トセグメントに埋設してグラウトホールを形成してい
る。In the conventional concrete segment, a steel pipe is exclusively used as a female screw pipe, and a steel pipe having a thread on the inner surface and welded with an anchor bar on the outer surface is embedded in the concrete segment to form a grout hole. There is.
【0004】[0004]
【発明が解決しようとする課題】従来の鋼管の埋設によ
り形成するグラウトホールでは(1)鋼管とコンクリー
トとの付着をよくするため鋼管にアンカー筋を溶接して
おく必要があり、面倒である。(2)鋼管が腐食し易く
錆が発生する。(3)鋼管に電気による電蝕が発生し易
い。などの問題がある。In the conventional grout hole formed by burying a steel pipe, (1) it is necessary to weld an anchor bar to the steel pipe in order to improve adhesion between the steel pipe and concrete, which is troublesome. (2) Steel pipes are easily corroded and rust occurs. (3) Electrolytic corrosion easily occurs on the steel pipe. There are problems such as.
【0005】本発明はこれらの問題を解消するため案出
したものである。The present invention has been devised to solve these problems.
【0006】[0006]
【課題を解決するための手段】本発明は、内面のみでな
く外面にも内面に対応するネジ山を設けてあるネジ山付
き合成樹脂管を雌ネジ管としてコンクリートセグメント
に埋設してグラウトホールを形成して、上記の問題を一
挙に解消するものである。SUMMARY OF THE INVENTION According to the present invention, a threaded synthetic resin pipe having threads corresponding to the inner surface not only on the inner surface but also on the outer surface is embedded as a female threaded pipe in a concrete segment to form a grout hole. The above problems are solved all at once.
【0007】即ち、本発明は、「内面が多条ネジのネジ
山を形成し、外面が内面のネジ山に対応して内面のネジ
山よりやや大きい径のネジ山を形成するように成形され
た略一定肉厚のネジ山部を有するネジ山付き合成樹脂管
をコンクリートセグメントの厚さ方向に沿って埋設して
雌ネジ管を形成してあることを特徴とするコンクリート
セグメントのグラウトホール。」である。本発明でのネ
ジ山付き合成樹脂管を埋設して雌ネジ管とすることによ
り(1)雌ネジ管の外面にネジ山がそのまま露出してお
り、このネジ山の凹凸内にコンクリートが充填されるの
で、雌ネジ管とコンクリートとの十分な付着力が確保さ
れアンカー筋の使用は不要となる。しかも、雌ネジ管の
ネジ部は硬化したコンクリートによって補強される。
(2)雌ネジ管は合成樹脂管であるため錆の発生の心配
も電蝕の発生の心配もない。という効果がもたらされ
る。That is, according to the present invention, "the inner surface is formed so as to form a thread of a multi-threaded screw, and the outer surface is formed so as to form a thread having a diameter slightly larger than that of the inner surface so as to correspond to the thread of the inner surface. A grout hole for a concrete segment, which is characterized in that a threaded synthetic resin pipe having a thread portion of substantially constant thickness is embedded along the thickness direction of the concrete segment to form a female screw pipe. " Is. By embedding the threaded synthetic resin pipe according to the present invention into a female threaded pipe, (1) the thread is exposed as it is on the outer surface of the female threaded pipe, and the irregularities of the thread are filled with concrete. As a result, sufficient adhesion between the female threaded pipe and concrete is secured, and the use of anchor bars is unnecessary. Moreover, the threaded portion of the female threaded pipe is reinforced by the hardened concrete.
(2) Since the female screw pipe is a synthetic resin pipe, there is no concern about rusting or electrolytic corrosion. The effect is brought.
【0008】ただ、合成樹脂管のネジ山は余りシャープ
な形状ではないので、通常の一条ネジでは螺合力の不足
が心配されるため、二条〜四条の多条ネジとしておく必
要がある。However, since the screw thread of the synthetic resin pipe is not so sharp, there is a concern that the screwing force may be insufficient with a normal single-thread screw, so it is necessary to use a multi-thread screw having two to four threads.
【0009】本発明ではネジ山付き合成樹脂管をコンク
リートセグメントの厚さ方向の略全長にわたって埋設し
てグラウトホールを形成しても何ら差し支えはないが、
請求項2に記載したように、ネジ山付き合成樹脂管の一
端(コンクリートセグメントの内面側)に合成樹脂製栓
を螺合により取付け、他端(コンクリートセグメントの
外面側)に合成樹脂製メガホン状物を嵌合により取付け
て合成樹脂製の組立体を作り、この組立体をコンクリー
トセグメントの厚さ方向に沿って埋設してグラウトホー
ルを形成するのが好ましい。In the present invention, a synthetic resin pipe with a screw thread may be buried over substantially the entire length in the thickness direction of the concrete segment to form a grout hole, but there is no problem.
As described in claim 2, a synthetic resin plug is attached to one end (inner surface side of the concrete segment) of the threaded synthetic resin pipe by screwing, and the other end (outer surface side of the concrete segment) is made of synthetic resin megaphone. It is preferable to attach objects by fitting to form a synthetic resin assembly, and bury the assembly along the thickness direction of the concrete segment to form a grout hole.
【0010】[0010]
【発明の実施の形態】本発明の実施の形態の例について
図面を参照しながら説明する。BEST MODE FOR CARRYING OUT THE INVENTION An example of an embodiment of the present invention will be described with reference to the drawings.
【0011】図1は本発明でコンクリートセグメント内
に埋設されてグラウトホールを形成する合成樹脂製成形
品の例を示すもので、(a)はネジ山付き合成樹脂管の
例の斜視図、(b)は合成樹脂製栓の例の斜視図、
(c)は合成樹脂製メガホン状物の例の斜視図、(d)
は合成樹脂製メガホン状物のネジ山付き合成樹脂管への
取付け部の例の断面図である。FIG. 1 shows an example of a synthetic resin molded product which is embedded in a concrete segment to form a grout hole according to the present invention. (A) is a perspective view of an example of a synthetic resin pipe with a thread, b) is a perspective view of an example of a synthetic resin stopper,
(C) is a perspective view of an example of a synthetic resin megaphone, (d)
FIG. 4 is a cross-sectional view of an example of a mounting portion of a synthetic resin megaphone-like object to a screwed synthetic resin tube.
【0012】図2は図1で示される各合成樹脂製成形品
の組立体をコンクリートセグメントの厚さ方向に沿って
埋設してグラウトホールを形成した例の断面図である。FIG. 2 is a cross-sectional view of an example in which the assembly of the synthetic resin molded products shown in FIG. 1 is embedded along the thickness direction of the concrete segment to form a grout hole.
【0013】この例ではネジ山付き合成樹脂管1は、一
端のネジ山開始点2a、2b、2cから螺旋状にネジ山
を成形した三条ネジのネジ部3とそれに続く円管部と円
錐部5とからなり、円管部外面に凸条4を持ち、円錐部
5は十字形に切り裂かれた形に成形されている。In this example, the threaded synthetic resin pipe 1 comprises a threaded portion 3 of a three-threaded screw in which threads are spirally formed from the thread start points 2a, 2b, 2c at one end, and a circular pipe portion and a conical portion following the screw portion 3. 5 has a ridge 4 on the outer surface of the circular pipe portion, and the conical portion 5 is formed in a shape of being split into a cross shape.
【0014】合成樹脂製栓6は円板6aと三条ネジのネ
ジ部6bよりなるよう成形されている。The synthetic resin stopper 6 is formed by a disk 6a and a threaded portion 6b of a triple thread screw.
【0015】合成樹脂製メガホン状物7は末広がりのメ
ガホン状に成形され、基部の内面に凹溝7aが設けられ
ている。The synthetic resin megaphone 7 is shaped like a divergent megaphone, and has a groove 7a on the inner surface of the base.
【0016】これら三種の合成樹脂製成形品を使用し
て、合成樹脂製栓6をネジ山付き合成樹脂管1に螺合
し、合成樹脂製メガホン状物7の凹溝7aをネジ山付き
合成樹脂管1の円管部外面の凸条4に嵌合して合成樹脂
製の組立体を作る。Using these three types of synthetic resin molded products, a synthetic resin plug 6 is screwed into the threaded synthetic resin tube 1 and the concave groove 7a of the synthetic resin megaphone 7 is threaded synthetically. A synthetic resin assembly is produced by fitting the resin tube 1 into the convex strip 4 on the outer surface of the circular pipe portion.
【0017】コンクリートセグメント10の製造の際、
この組立体をコンクリートセグメント10の略中央に厚
さ方向に沿って埋設する。この埋設にあたっては、通常
は組立体の両端がコンクリートセグメント10の表面に
露出するのではなく、薄肉のコンクリート8および9で
覆われるよう設計されるが、組立体の両端がコンクリー
トセグメント10の表面に露出するように埋設してもよ
い。また、薄肉のコンクリート8および9に代えて薄肉
のモルタルを使用してもよい。During the production of the concrete segment 10,
This assembly is embedded in the approximate center of the concrete segment 10 along the thickness direction. In this burying, the both ends of the assembly are usually designed not to be exposed on the surface of the concrete segment 10 but to be covered with the thin concretes 8 and 9, but both ends of the assembly are exposed to the surface of the concrete segment 10. It may be buried so as to be exposed. Further, instead of the thin concretes 8 and 9, thin mortar may be used.
【0018】形成されたグラウトホールは次のようにし
て使用される。The formed grout holes are used as follows.
【0019】(1)コンクリートセグメントの組立てに
あたっては、内面側の薄肉コンクリート8を除去した
後、合成樹脂製栓6を回して取外し、その跡に組立用吊
金具の先端を螺合する。組立てが終わり組立用吊金具を
取外した後は再び合成樹脂製栓6を螺合しておく。ただ
し、組立て後すぐに裏込め材を注入する場合は取外した
ままとしておく。(1) When assembling a concrete segment, after removing the thin concrete 8 on the inner surface side, the synthetic resin stopper 6 is turned and removed, and the tip of the assembling hanging metal fitting is screwed to the mark. After the assembling is completed and the assembling hanging metal fitting is removed, the synthetic resin stopper 6 is screwed again. However, if the backfill material is to be injected immediately after assembly, leave it removed.
【0020】(2)合成樹脂製栓6を取外し、適宜な工
具で外面側の薄肉コンクリート9に衝撃を与えてこれを
破り、裏込め材を注入する。ネジ山付き合成樹脂管1の
円錐部5の十字形に切り裂かれた各片が裏込め材の逆流
を防止し合成樹脂製メガホン状物7が裏込め材の円滑な
注入を助ける働きをする。(2) The synthetic resin plug 6 is removed, and the thin wall concrete 9 on the outer surface side is impacted with an appropriate tool to break it, and the backfill material is injected. The cross-shaped pieces of the conical portion 5 of the threaded synthetic resin tube 1 prevent backflow of the backfill material, and the synthetic resin megaphone 7 serves to facilitate smooth injection of the backfill material.
【0021】[0021]
【発明の効果】本発明は以上の構成からなり、次の効果
を奏する。The present invention is constructed as described above and has the following effects.
【0022】(1)雌ネジ管の外面にネジ山がそのまま
露出しており、このネジ山の凹凸内にコンクリートが充
填されるので、雌ネジ管とコンクリートとの十分な付着
力が確保されアンカー筋の使用は不要となる。しかも、
雌ネジ管のネジ部は硬化したコンクリートによって補強
される。(1) Since the screw thread is exposed as it is on the outer surface of the female threaded pipe, and the irregularities of the screw thread are filled with concrete, a sufficient adhesive force between the female threaded pipe and the concrete is secured and the anchor is formed. The use of muscle is unnecessary. Moreover,
The threaded portion of the female threaded pipe is reinforced by hardened concrete.
【0023】(2)雌ネジ管は合成樹脂管であるため錆
の発生の心配も電蝕の発生の心配もない。(2) Since the female screw tube is a synthetic resin tube, there is no concern about rusting or electrolytic corrosion.
【図1】コンクリートセグメント内に埋設されてグラウ
トホールを形成する合成樹脂製成形品の例を示し、
(a)はネジ山付き合成樹脂管の例の斜視図、(b)は
合成樹脂製栓の例の斜視図、(c)は合成樹脂製メガホ
ン状物の例の斜視図、(d)は合成樹脂製メガホン状物
のネジ山付き合成樹脂管への取付け部の例の断面図であ
る。FIG. 1 shows an example of a synthetic resin molded product embedded in a concrete segment to form a grout hole,
(A) is a perspective view of an example of a synthetic resin tube with a thread, (b) is a perspective view of an example of a synthetic resin stopper, (c) is a perspective view of an example of a synthetic resin megaphone, and (d) is. It is sectional drawing of the example of the attachment part to the synthetic resin pipe with a screw thread of a synthetic resin megaphone thing.
【図2】合成樹脂製成形品の組立体をコンクリートセグ
メントの厚さ方向に沿って埋設してグラウトホールを形
成した例の断面図である。FIG. 2 is a cross-sectional view of an example in which an assembly of synthetic resin molded products is embedded along the thickness direction of a concrete segment to form a grout hole.
1……ネジ山付き合成樹脂管、2a,2b,2c……ネ
ジ山開始点、3……ネジ部、4……凸条、5……円錐
部、6……合成樹脂製栓、6a……円板、6b……ネジ
部、7……合成樹脂製メガホン状物、7a……凹溝、8
……内面側薄肉コンクリート、9……外面側薄肉コンク
リート、10……コンクリートセグメント。1 ... Synthetic resin pipe with screw thread, 2a, 2b, 2c ... Screw thread starting point, 3 ... Screw part, 4 ... projection, 5 ... Cone part, 6 ... Synthetic resin plug, 6a ... ... disk, 6b ... screw part, 7 ... synthetic resin megaphone, 7a ... concave groove, 8
…… Inner surface thin-walled concrete, 9 …… Outer surface thin-walled concrete, 10 …… Concrete segment.
Claims (2)
が内面のネジ山に対応して内面のネジ山よりやや大きい
径のネジ山を形成するように成形された略一定肉厚のネ
ジ山部を有するネジ山付き合成樹脂管をコンクリートセ
グメントの厚さ方向に沿って埋設して雌ネジ管を形成し
てあることを特徴とするコンクリートセグメントのグラ
ウトホール。1. A substantially constant wall thickness formed so that an inner surface forms a thread of a multi-threaded screw and an outer surface corresponds to the thread of the inner surface and forms a thread having a diameter slightly larger than the thread of the inner surface. A grout hole for a concrete segment, wherein a threaded synthetic resin pipe having a threaded portion is embedded along the thickness direction of the concrete segment to form a female screw pipe.
一端に合成樹脂製栓を螺合により取付け、他端に合成樹
脂製メガホン状物を嵌合により取付けた、合成樹脂組立
体をコンクリートセグメントの厚さ方向に沿って埋設し
て雌ネジ管を有する空洞を形成してあることを特徴とす
るコンクリートセグメントのグラウトホール。2. A synthetic resin assembly in which a synthetic resin stopper is attached to one end of the threaded synthetic resin pipe according to claim 1 by screwing, and a synthetic resin megaphone-like object is attached to the other end by fitting. A grout hole for a concrete segment, wherein the grout hole is embedded along the thickness direction of the concrete segment to form a cavity having an internally threaded pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7249137A JP2987319B2 (en) | 1995-09-27 | 1995-09-27 | Grout hole in concrete segment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7249137A JP2987319B2 (en) | 1995-09-27 | 1995-09-27 | Grout hole in concrete segment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0988486A true JPH0988486A (en) | 1997-03-31 |
| JP2987319B2 JP2987319B2 (en) | 1999-12-06 |
Family
ID=17188483
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP7249137A Expired - Fee Related JP2987319B2 (en) | 1995-09-27 | 1995-09-27 | Grout hole in concrete segment |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2987319B2 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003184494A (en) * | 2001-12-13 | 2003-07-03 | Nippon Steel Corp | Easy-cut tunnel segment structure |
| CN105178322A (en) * | 2015-08-28 | 2015-12-23 | 上海市政工程设计研究总院(集团)有限公司 | Grouting construction method |
| JP2017036564A (en) * | 2015-08-07 | 2017-02-16 | 鹿島建設株式会社 | Injection pipe, segment for grout material injection and reinjection method of grout material |
-
1995
- 1995-09-27 JP JP7249137A patent/JP2987319B2/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003184494A (en) * | 2001-12-13 | 2003-07-03 | Nippon Steel Corp | Easy-cut tunnel segment structure |
| JP2017036564A (en) * | 2015-08-07 | 2017-02-16 | 鹿島建設株式会社 | Injection pipe, segment for grout material injection and reinjection method of grout material |
| CN105178322A (en) * | 2015-08-28 | 2015-12-23 | 上海市政工程设计研究总院(集团)有限公司 | Grouting construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2987319B2 (en) | 1999-12-06 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |