JPH0538160Y2 - - Google Patents

Info

Publication number
JPH0538160Y2
JPH0538160Y2 JP16882887U JP16882887U JPH0538160Y2 JP H0538160 Y2 JPH0538160 Y2 JP H0538160Y2 JP 16882887 U JP16882887 U JP 16882887U JP 16882887 U JP16882887 U JP 16882887U JP H0538160 Y2 JPH0538160 Y2 JP H0538160Y2
Authority
JP
Japan
Prior art keywords
shoring
joint
materials
small gaps
section steel
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
JP16882887U
Other languages
Japanese (ja)
Other versions
JPH0175199U (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 JP16882887U priority Critical patent/JPH0538160Y2/ja
Publication of JPH0175199U publication Critical patent/JPH0175199U/ja
Application granted granted Critical
Publication of JPH0538160Y2 publication Critical patent/JPH0538160Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Joining Of Building Structures In Genera (AREA)

Description

【考案の詳細な説明】 (考案が属する技術分野) 本考案は、トンネル工事等で使用される支保工
材の継ぎ手に関するものである。
[Detailed description of the invention] (Technical field to which the invention belongs) The present invention relates to a joint for shoring materials used in tunnel construction, etc.

(考案の課題とその特徴点) 従来の支保工材の継ぎ手は、通常、支保工材の
端面に接続板を取り付け、隣接の支保工材の接続
板相互をボルトで連結して構成されているが、こ
のようなボルトによる接続は、孔合わせやナツト
締めに時間を要し、非能率的である。
(Issues of the invention and its features) Conventional shoring material joints are usually constructed by attaching connecting plates to the end faces of the shoring materials and connecting the connecting plates of adjacent shoring materials with each other with bolts. However, such connections using bolts are inefficient as it takes time to align holes and tighten nuts.

本考案は、前記実情に鑑み、接続作業にあまり
時間を要しない支保工材の継ぎ手を提供すること
を目的としているものであつて、本考案の支保工
材の継ぎ手の特徴は、I形鋼もしくはH形鋼から
成る支保工材の両端部のウエブの両側面に、上下
のフランジの裏面との間にそれぞれ小間隙をあ
け、かつ、略平行に、比較的短い板材を取り付
け、隣接の支保工材の対応する小間隙をそれぞれ
連通させて、この連通した小間隙にコツタを差し
込んで成る点にある。
In view of the above-mentioned circumstances, the purpose of the present invention is to provide a joint for shoring materials that does not require much time for connection work. Alternatively, attach relatively short plates approximately parallel to both sides of the web at both ends of the shoring material made of H-beams, with a small gap between them and the back surfaces of the upper and lower flanges. The point is that the corresponding small gaps in the work materials are communicated with each other, and the kotsuta is inserted into the connected small gaps.

(考案の具体的説明) 図示の支保工材1は、円形の支保工用で、弧状
に湾曲しており、その断面形状はI形である。
(Specific description of the invention) The illustrated shoring material 1 is for circular shoring, is curved in an arc shape, and has an I-shaped cross section.

2は支保工材1の両端部のウエブ3の両側面に
予め取り付けておく比較的短い板材であり、その
取り付け位置は上下のフランジ4,4の近くで、
各フランジ4の裏面からそれぞれ小間隙5をあ
け、かつ、各フランジ4と略平行に取り付けられ
る(第1図,第2図のイ参照)。
Reference numeral 2 denotes a relatively short plate material that is attached in advance to both sides of the web 3 at both ends of the shoring material 1, and its attachment position is near the upper and lower flanges 4, 4.
A small gap 5 is provided from the back surface of each flange 4, and the flange 4 is attached substantially parallel to each flange 4 (see A in FIGS. 1 and 2).

第2図のロの2′前記板材の変形例を示してお
り、この板材2′はひれ付きで、ひれ6で小間隙
5の側方を閉じるようになつている。
FIG. 2B shows a modification of the plate 2', which is provided with fins so that the sides of the small gap 5 are closed by the fins 6.

支保工材1の継ぎ手7は、現場において隣接の
支保工材1,1の端面相互を当接し、対応する小
間隙5,5を連通状態にして、この連通した小間
隙5,5にコツタ8を前方もしくは側方から差し
込んで構成される(第3図、第4図参照)。
The joint 7 of the shoring material 1 abuts the end surfaces of the adjacent shoring materials 1, 1 at the site, brings the corresponding small gaps 5, 5 into communication, and connects the joint 8 to the small gaps 5, 5 that communicate with each other. It is constructed by inserting it from the front or side (see Figures 3 and 4).

この際、支保工材1,1間に微小なずれがあつ
ても、コツタ8を軽く打ち込むことで容易にこれ
を是正することができ、そして、以上のようにし
て構成された継ぎ手7は力学的に十分な耐力性が
ある。
At this time, even if there is a slight misalignment between the shoring materials 1 and 1, this can be easily corrected by lightly driving the kotsuta 8, and the joint 7 constructed as described above is mechanically It has sufficient strength.

(考案の効果) 本考案の支保工材の継ぎ手は、以上のようなも
のであるから、現場における支保工材の接続作業
が簡単かつ容易で、短時間で済み、能率的である
という効果が期待できる。
(Effects of the invention) Since the shoring material joint of the present invention is as described above, it has the effect that the work of connecting shoring materials on site is simple, easy, takes a short time, and is efficient. You can expect it.

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

図面は本考案の実施例の説明図であつて、第1
図は板材が取り付けられた支保工材の側面図、第
2図のイは第1図に示す支保工材の拡大端面図、
同図のロはひれ付きの板材が取り付けられた支保
工材の拡大端面図、第3図は第1図に示す支保工
材の継ぎ手の側面図、第4図のイは第3図のA−
A線断面図、同図のロは第2図のロに示す支保工
材の継ぎ手の同様断面図である。 図中、1……支保工材、2,2′……板材、3
……ウエブ、4……フランジ、5……小間隙、6
……ひれ、7……継ぎ手、8……コツタ。
The drawing is an explanatory diagram of an embodiment of the present invention, and shows the first embodiment.
The figure is a side view of the shoring material with the plate attached, A in Fig. 2 is an enlarged end view of the shoring material shown in Fig. 1,
B in the same figure is an enlarged end view of the shoring material to which the fin plate is attached, Fig. 3 is a side view of the joint of the shoring material shown in Fig. 1, and A in Fig. 4 is A in Fig. 3. −
A sectional view taken along the line A, and ``b'' of the same figure is a similar sectional view of the joint of the shoring material shown in ``b'' of FIG. In the diagram, 1... Shoring material, 2, 2'... Board material, 3
...Web, 4...Flange, 5...Small gap, 6
...fin, 7...joint, 8...kotsuta.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] I形鋼もしくはH形鋼から成る支保工材の両端
部のウエブの両側面に、上下のフランジの裏面と
の間にそれぞれ小間隙をあけ、かつ、略平行に、
比較的短い板材を取り付け、隣接の支保工材の対
応する小間隙をそれぞれ連通させて、この連通し
た小間隙にコツタを差し込んで成ることを特徴と
する支保工材の継ぎ手。
On both sides of the web at both ends of the shoring material made of I-section steel or H-section steel, leave a small gap between the back surfaces of the upper and lower flanges, and approximately parallel to each other,
A joint for shoring materials, characterized in that relatively short plates are attached, corresponding small gaps of adjacent shoring materials are communicated with each other, and kotsuta are inserted into the connected small gaps.
JP16882887U 1987-11-04 1987-11-04 Expired - Lifetime JPH0538160Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16882887U JPH0538160Y2 (en) 1987-11-04 1987-11-04

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16882887U JPH0538160Y2 (en) 1987-11-04 1987-11-04

Publications (2)

Publication Number Publication Date
JPH0175199U JPH0175199U (en) 1989-05-22
JPH0538160Y2 true JPH0538160Y2 (en) 1993-09-27

Family

ID=31458349

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16882887U Expired - Lifetime JPH0538160Y2 (en) 1987-11-04 1987-11-04

Country Status (1)

Country Link
JP (1) JPH0538160Y2 (en)

Also Published As

Publication number Publication date
JPH0175199U (en) 1989-05-22

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