JPS5925977Y2 - Joint structure of steel underground structures - Google Patents

Joint structure of steel underground structures

Info

Publication number
JPS5925977Y2
JPS5925977Y2 JP4249580U JP4249580U JPS5925977Y2 JP S5925977 Y2 JPS5925977 Y2 JP S5925977Y2 JP 4249580 U JP4249580 U JP 4249580U JP 4249580 U JP4249580 U JP 4249580U JP S5925977 Y2 JPS5925977 Y2 JP S5925977Y2
Authority
JP
Japan
Prior art keywords
joint
sealing material
steel
joint structure
steel underground
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
JP4249580U
Other languages
Japanese (ja)
Other versions
JPS56144152U (en
Inventor
隆二 高瀬
友義 小山
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 JP4249580U priority Critical patent/JPS5925977Y2/en
Publication of JPS56144152U publication Critical patent/JPS56144152U/ja
Application granted granted Critical
Publication of JPS5925977Y2 publication Critical patent/JPS5925977Y2/en
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 この考案はプレハブ地下室あるいはシールド工法におけ
るトンネル−法覆工等の鋼製地下構造物の接合構造に関
するものであり、その目的は接合部での水の侵入を完全
に防止する接合構造を提供することにある。
[Detailed explanation of the invention] This invention relates to the joint structure of steel underground structures such as prefabricated basements or tunnel-method linings in the shield construction method, and its purpose is to completely prevent water intrusion at the joints. The purpose is to provide a bonding structure that

第1図は従来の接合構造を示したもので、接合すべき鋼
製パネル1(セグメント)の接合フランジ3には所定間
隔でボルト孔4が設けられており、ボルト6とナツト7
により接合が行なわれる。
Fig. 1 shows a conventional joining structure, in which bolt holes 4 are provided at predetermined intervals in a joining flange 3 of a steel panel 1 (segment) to be joined, and bolts 6 and nuts 7 are connected to each other.
The joining is performed by.

このとき、接合フランジ3間には帯状のシール材5等を
介在させて接合部分での防水を行なっている。
At this time, a band-shaped sealing material 5 or the like is interposed between the joining flanges 3 to make the joint portion waterproof.

第2図はこの帯状のシール材5の配置を示したもので、
シール材5はボルト6の締め付は力によってその性能を
発揮する。
FIG. 2 shows the arrangement of this band-shaped sealing material 5.
The sealing material 5 exhibits its performance by tightening the bolt 6 with force.

しかし、このシール材5は強い圧縮力を受けるあまり時
として第3図に示すように大きくはみ出し、その用をな
さない場合がある。
However, sometimes the sealing material 5 is subjected to a strong compressive force, so that it protrudes to a large extent as shown in FIG. 3, and is of no use.

特に鋼製パネル1の外側は一度はみ出すと穴の中での作
業となるため補修はほとんど不可能に近い。
In particular, once the outside of the steel panel 1 protrudes, repair is almost impossible because the work must be done inside a hole.

この考案は前記従来の欠点を解決するために提案された
もので、以下図示した実施例(第4図および第5図)に
基づいて説明する。
This invention was proposed to solve the above-mentioned conventional drawbacks, and will be explained below based on the illustrated embodiments (FIGS. 4 and 5).

鋼製パネル1は外側表面のスキンプレート2とその内側
外周に設けた接合フランジ3とからなり、接合フランジ
3どうじをボルト接合して、プレハブ地下室等を構成す
る。
The steel panel 1 consists of a skin plate 2 on the outer surface and a joining flange 3 provided on the inner periphery, and the joining flanges 3 are bolted together to form a prefabricated basement or the like.

この接合部分において、接合フランジ3間の内外側には
二枚の帯状シール材5を介在させである。
In this joint portion, two strips of sealing material 5 are interposed between the inner and outer sides of the joint flanges 3.

また前記スキンプレート2は接合すべき鋼製パネル1間
において、一方のスキンプレート2を接合フランジ3の
側方へ突出させて、接合部分の外側を覆っている。
Further, between the steel panels 1 to be joined, one of the skin plates 2 protrudes to the side of the joining flange 3 to cover the outside of the joining portion.

図中9はこのスキンプレート2の突出部分を示しており
、接合部分の外側を覆うことにより、ボルト6の締め付
は時に外側のシール材5がはみ出すのを防ぐ。
Reference numeral 9 in the figure indicates a protruding portion of the skin plate 2, and by covering the outside of the joint portion, the outer sealing material 5 is prevented from protruding when the bolt 6 is tightened.

なお、この考案を実施するためには鋼製パネル1として
、スキンプレート2を上述のように接合フランジ3の側
方へ突出させたものを使用する必要があり、例えば四角
形平板状の鋼製パネルの場合、第6図〜第10図の模式
平面図に示すようにスキンプレート2の一辺、二辺、三
辺あるいは全周に突出部分9を設けたもの、突出部分9
を設けないものを設計に応じて適当に組み合わせること
によリ、すべての接合部分において、この考案の接合構
造を採用することができる。
In addition, in order to implement this idea, it is necessary to use a steel panel 1 in which the skin plate 2 protrudes to the side of the joint flange 3 as described above, for example, a steel panel in the shape of a rectangular flat plate. In this case, as shown in the schematic plan views of FIGS. 6 to 10, the skin plate 2 has a protruding portion 9 on one side, two sides, three sides, or the entire circumference, or a protruding portion 9
The joint structure of this invention can be adopted in all joint parts by suitably combining those without the above according to the design.

またシール材5としては弾性を有し、かつ水蜜性、気密
性に富んだブチルゴムシーリング材、シリコンシーリン
グ材、ポリウレタンシーリング材、エポキシゴムシーリ
ング材の硬質のもの等を使用する。
As the sealing material 5, a hard material such as a butyl rubber sealing material, a silicone sealing material, a polyurethane sealing material, an epoxy rubber sealing material, etc., which has elasticity and is highly watertight and airtight, is used.

この考案は以上の構成からなり、突出させたスキンプレ
ートが接合部分外側を覆うため、強い締め付は力でボル
ト接合してもシール材が外側にはみ出さない。
This invention has the above structure, and since the protruding skin plate covers the outside of the joining part, the sealing material will not protrude outside even if the bolts are joined with strong tightening force.

このため、シール材の止水効果が十分に発揮され、また
補修の必要がない。
Therefore, the water-stopping effect of the sealing material is fully exhibited, and there is no need for repair.

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

第1図は従来の接合構造を示す断面図、第2図および第
3図はシール材の位置を示す正面図、第4図および第5
図はこの考案の接合構造を示す断面図、第6図〜第10
図は鋼製パネルの模式平面図である。 1・・・・・・鋼製パネル、2・・・・・・スキンプレ
ート、3・・・・・・接合フランジ、4・・・・・・ボ
ルト孔、5・・・・・・シール材、6・・・・・・ボル
ト、7・・・・・・ナツト、8・・・・・・座金、9・
・・・・・突出部分。
Fig. 1 is a sectional view showing a conventional joint structure, Figs. 2 and 3 are front views showing the position of the sealing material, and Figs. 4 and 5.
The figures are cross-sectional views showing the joint structure of this invention, Figures 6 to 10.
The figure is a schematic plan view of a steel panel. 1...Steel panel, 2...Skin plate, 3...Joining flange, 4...Bolt hole, 5...Sealing material , 6...Bolt, 7...Nut, 8...Washer, 9.
・・・Protruding part.

Claims (2)

【実用新案登録請求の範囲】[Scope of utility model registration request] (1)外側表面のスキンプレートの内側外周に接合フラ
ンジを設けてなる複数枚の鋼製パネルを前記接合フラン
ジ間にシール材を介在させてボルト接合してなる鋼製地
下構造物の接合構造において、前記接合すべき鋼製パネ
ルの一方のスキンプレートを接合フランジの側方へ突出
させて、接合部分外側を覆っであることを特徴とする鋼
製地下構造物の接合構造。
(1) In the joint structure of a steel underground structure, in which a plurality of steel panels each having a joint flange provided on the inner periphery of a skin plate on the outside surface are joined by bolts with a sealing material interposed between the joint flanges. A joint structure for a steel underground structure, characterized in that one skin plate of the steel panels to be joined protrudes to the side of the joint flange to cover the outside of the joint part.
(2)シール材は帯状のシール材であり、接合フランジ
の内外側に二枚介在させである実用新案登録請求の範囲
第1項記載の鋼製地下構造物の接合構造。
(2) The joint structure for steel underground structures according to claim 1, wherein the sealing material is a band-shaped sealing material, and two sheets are interposed on the inside and outside of the joining flange.
JP4249580U 1980-03-31 1980-03-31 Joint structure of steel underground structures Expired JPS5925977Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4249580U JPS5925977Y2 (en) 1980-03-31 1980-03-31 Joint structure of steel underground structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4249580U JPS5925977Y2 (en) 1980-03-31 1980-03-31 Joint structure of steel underground structures

Publications (2)

Publication Number Publication Date
JPS56144152U JPS56144152U (en) 1981-10-30
JPS5925977Y2 true JPS5925977Y2 (en) 1984-07-28

Family

ID=29637875

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4249580U Expired JPS5925977Y2 (en) 1980-03-31 1980-03-31 Joint structure of steel underground structures

Country Status (1)

Country Link
JP (1) JPS5925977Y2 (en)

Also Published As

Publication number Publication date
JPS56144152U (en) 1981-10-30

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