JPH0720319U - Sheet pile reinforcement tool - Google Patents

Sheet pile reinforcement tool

Info

Publication number
JPH0720319U
JPH0720319U JP5525293U JP5525293U JPH0720319U JP H0720319 U JPH0720319 U JP H0720319U JP 5525293 U JP5525293 U JP 5525293U JP 5525293 U JP5525293 U JP 5525293U JP H0720319 U JPH0720319 U JP H0720319U
Authority
JP
Japan
Prior art keywords
sheet pile
tool
steel
base material
ground
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.)
Pending
Application number
JP5525293U
Other languages
Japanese (ja)
Inventor
直義 秋吉
誠二 国武
竜二 鶴田
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.)
Toho Kinzoku Co Ltd
Original Assignee
Toho Kinzoku Co Ltd
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 Toho Kinzoku Co Ltd filed Critical Toho Kinzoku Co Ltd
Priority to JP5525293U priority Critical patent/JPH0720319U/en
Publication of JPH0720319U publication Critical patent/JPH0720319U/en
Pending legal-status Critical Current

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Abstract

(57)【要約】 【目的】 土木工事で土留め用に使用される鋼矢板やH
型鋼の打設を容易にするための工具を提供する。 【構成】 L型に切り欠かれた係合部を有する鋼製台材
の端部に、尖った刃先を有する超硬チップの刃体を固着
してなる矢板補強用工具。この工具は、矢板等の打設材
の下端部のコ−ナ−部にL型に切り欠かれた係合部を係
合させて溶接等で固着し使用する。
(57) [Summary] [Purpose] Steel sheet piles and H used for earth retaining in civil engineering.
A tool for facilitating the setting of a shape steel is provided. A sheet pile reinforcing tool in which a blade body of a cemented carbide tip having a sharp cutting edge is fixed to an end portion of a steel base material having an L-shaped notched engaging portion. This tool is used by engaging an L-shaped notched engaging portion with a corner portion at the lower end of a casting material such as a sheet pile and fixing it by welding or the like.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は、土木工事で土留め用に使用される鋼矢板やH型鋼の打設を容易にす るための工具に関するものである。 The present invention relates to a tool for facilitating the placement of steel sheet piles and H-section steel used for retaining soil in civil engineering work.

【0002】[0002]

【従来の技術】[Prior art]

基礎工事、地下鉄工事、護岸工事等の土木工事で、土の崩落を防止するため、 鋼矢板やH型鋼を地中に打ち込む工法が採用されている。この工法は、鋼矢板や H型鋼をそのままバイブレ−ションハンマ−等の打撃装置で打ち込むことによっ てなされていた。 In civil engineering works such as foundation works, subway works, and revetment works, a method of driving steel sheet piles and H-shaped steel into the ground is used to prevent the collapse of the soil. This construction method was done by driving steel sheet pile or H-shaped steel as it is with a striking device such as a vibration hammer.

【0003】 しかしながら、上記従来の施工法では、地盤が軟弱な砂泥層の場合等には容易 に打込を行うことができたが、玉石層や砂礫層の場合、鋼矢板の先端が玉石にぶ つかって変形し、打設が困難となっていた。そこで、このような硬い障害物のあ る地層では、オ−ガ−等で先行掘削して障害物を取り除き、鋼矢板等を打設する か、または、鋼板が自立しにくい地盤の場合は、地盤をオ−ガ−等で先行掘削し 、障害物を取り除いた後、その部分に普通土を入れて鋼矢板を打設していた。こ のため、オ−ガ−導入によるコスト、普通土投入用コスト及び余分な時間が必要 となり、不経済であった。However, in the above-mentioned conventional construction method, when the ground is a soft sandy mud layer, etc., it was possible to drive easily, but in the case of a cobblestone layer or a gravel layer, the tip of the steel sheet pile is a cobblestone. It collided and deformed, making it difficult to place. Therefore, in the stratum with such hard obstacles, the obstacles are removed in advance by using an auger or the like to remove the obstacles, and steel sheet piles or the like are placed, or in the case of the ground where the steel plate is difficult to stand on its own, After excavating the ground with an auger etc. to remove obstacles, ordinary soil was put in the part and steel sheet pile was placed. For this reason, it was uneconomical because the cost for introducing the auger, the cost for inputting ordinary soil and extra time were required.

【0004】[0004]

【考案が解決しようとする課題】[Problems to be solved by the device]

そこで、本考案は、上記従来の鋼板打設方法の問題点を解決し、玉石や砂礫等 のある地盤にも比較的容易に鋼板を打設することができるようにする工具を提供 することを課題としている。 Therefore, the present invention provides a tool that solves the problems of the above-mentioned conventional steel plate driving methods and enables relatively easy driving of steel plates even on the ground with boulders, gravel, etc. It is an issue.

【0005】[0005]

【課題を解決するための手段】[Means for Solving the Problems]

上記課題を解決するため、本考案は次のような構成を採用した。すなわち、本 考案にかかる矢板補強用工具は、矢板等に取り付けて地盤に打設される工具であ って、L型に切り欠かれた係合部を有する鋼製台材の下端部に、尖った刃先を有 する超硬チップの刃体を固着してなる。 In order to solve the above problems, the present invention adopts the following configuration. That is, the sheet pile reinforcing tool according to the present invention is a tool that is attached to a sheet pile or the like and is placed in the ground, and is attached to the lower end portion of a steel base material having an L-shaped notched engaging portion. It consists of a cemented carbide blade with a pointed tip.

【0006】[0006]

【作用】[Action]

この工具は、矢板等の打設材の下端部のコ−ナ−部にL型に切り欠かれた係合 部を係合させて溶接等で固着し使用される。係合部がL型であるので、矢板の肉 厚が異なっても広範囲に使用することができる。又、矢板の最も変形しやすい下 端部に固着されるので、その台材が矢板の変形や破損を防止する補強リブの働き をなす。 This tool is used by engaging an L-shaped notched engaging portion with a corner portion at the lower end of a casting material such as a sheet pile and fixing it by welding or the like. Since the engaging portion is L-shaped, it can be used in a wide range even if the thickness of the sheet pile is different. Also, since it is fixed to the lower end of the sheet pile, which is most likely to be deformed, the base material acts as a reinforcing rib that prevents the sheet pile from being deformed or damaged.

【0007】[0007]

【実施例】【Example】

以下、実施例を表す図面に基づいて本考案を具体的に説明する。図1、図2は 、本考案の1実施例を表すもので、この矢板補強用工具1は、鉄鋼製の台材2の 下端部に超硬チップの尖った刃体3を固着してなる。台材2には、その上端部か ら中間部にかけてL型に切り欠いた形の係合部5が形成されている。超硬チップ の刃体3は、台材の先端部に形成した幅方向の溝6に嵌合した状態でろう接され ている。刃体3の幅は、台材の幅よりも若干広いので、両端部が台材から僅かに 突出している(tは1〜2mm)。 Hereinafter, the present invention will be specifically described with reference to the drawings illustrating an embodiment. 1 and 2 show an embodiment of the present invention. This sheet pile reinforcing tool 1 is formed by fixing a sharp blade body 3 of a cemented carbide chip to a lower end portion of a base material 2 made of steel. . The base material 2 is formed with an L-shaped notch-shaped engaging portion 5 from the upper end portion to the intermediate portion. The blade body 3 of the cemented carbide tip is brazed in a state in which it is fitted in the groove 6 in the width direction formed at the tip of the base material. Since the width of the blade body 3 is slightly wider than the width of the base material, both ends slightly project from the base material (t is 1 to 2 mm).

【0008】 台材2に形成されている係合部5の幅wは、台材の幅Wの1/2よりも大きく 、w/W=2/3程度とするのが好ましい。刃体3の先端角αは120〜140 度程度が好ましい。この工具は通常、矢板とともに地中に埋め殺しされるので、 刃体の厚みdは10mm以下で十分であり、超硬チップの材質も安価なものでよ い。The width w of the engaging portion 5 formed on the base material 2 is larger than 1/2 of the width W of the base material, and preferably w / W = 2/3. The tip angle α of the blade 3 is preferably about 120 to 140 degrees. Since this tool is usually buried in the ground together with the sheet pile, the blade thickness d of 10 mm or less is sufficient, and the material of the cemented carbide tip may be inexpensive.

【0009】 つぎに、この補強用工具1の使用方法について説明する。この工具1は、通常 土木工事に使用される矢板の下端部に固着して使用する。図3、4はラルゼン形 の鋼矢板10にこの補強工具を取り付けた例を表す。矢板に対する補強工具の取 り付けは、図5に示すように、台材2の係合部5を矢板のコ−ナ−部に当てがい 、溶接、ボルト締め等の適当な固着方法(図示例では溶接)で固着する。この矢 板は、通常地盤に埋め込んだまま放置されるので、1枚の矢板に対する補強工具 1の取り付け個数はそれほど多くなくてもよい。矢板の肉厚が厚い場合は、台材 の係合部5が矢板の内面側と外面側に交互に位置するように、いわゆる千鳥状に 取り付けるのが効果的である。Next, a method of using the reinforcing tool 1 will be described. This tool 1 is used by being fixedly attached to the lower end of a sheet pile that is usually used for civil engineering work. 3 and 4 show an example in which this reinforcing tool is attached to a Larzen type steel sheet pile 10. As shown in Fig. 5, the reinforcing tool can be attached to the sheet pile by applying the engaging portion 5 of the base material 2 to the corner portion of the sheet pile, welding, bolting, or other suitable fixing method (illustrated example). Then weld it). Since this sheet pile is normally left as it is embedded in the ground, the number of the reinforcing tools 1 attached to one sheet pile need not be so large. When the thickness of the sheet pile is large, it is effective to mount them in a zigzag manner so that the engaging portions 5 of the base material are alternately located on the inner surface side and the outer surface side of the sheet pile.

【0010】 この補強用工具1を取り付けた矢板10は、その超硬チップ製刃体3が植付け られている端部(下端部)を下にして地面に立て、上端部をバイブレ−ションハ ンマ−等の打撃装置で打撃する。この打撃により、矢板10が地盤中に打ち込ま れる。矢板10の下端部には超硬チップの刃体3を有する補強用工具が取り付け られているので、玉石層や砂礫層のような硬い障害物のある地層でも能率よく打 設することができる。また、この補強用工具の台材2が矢板の補強用リブの働き をなすので、矢板の変形等が生じにくい。The sheet pile 10 to which the reinforcing tool 1 is attached stands on the ground with the end portion (lower end portion) on which the blade body 3 made of cemented carbide is placed downward, and the upper end portion is a vibration hammer. Hit with a hitting device such as. By this impact, the sheet pile 10 is driven into the ground. Since the reinforcing tool having the blade body 3 of the cemented carbide tip is attached to the lower end portion of the sheet pile 10, it is possible to efficiently place even a stratum having a hard obstacle such as a cobblestone layer and a gravel layer. Further, since the base material 2 of the reinforcing tool functions as a reinforcing rib for the sheet pile, deformation of the sheet pile is less likely to occur.

【0011】[0011]

【発明の効果】【The invention's effect】

以上に説明したように、本考案にかかる補強用工具は、地中に打ち込まれる矢 板の端部に取り付けて使用されるもので、先端部に尖った硬質刃体が一体に設け られているので、矢板の打ち込みが容易で、玉石や砂礫等の障害物がある地盤で も能率よく打ち込むことができる。また、固着された補強用工具の鋼製の台材が 矢板の補強用リブの働きをなすので、矢板の変形等が生じにくい。上記実施例で は、鋼矢板を例にとって説明したが、他の形状の鋼材、例えばH形鋼の場合でも 同様である。 As explained above, the reinforcing tool according to the present invention is used by being attached to the end of a sheet pile driven into the ground, and has a sharp hard blade integrally provided at the tip. Therefore, it is easy to drive the sheet pile, and it can be driven efficiently even on the ground with obstacles such as boulders and gravel. Further, since the steel base material of the fixed reinforcing tool functions as a reinforcing rib of the sheet pile, deformation of the sheet pile is less likely to occur. In the above embodiment, the steel sheet pile was described as an example, but the same applies to the case of steel materials having other shapes, for example, H-section steel.

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

【図1】補強用工具の正面図である。FIG. 1 is a front view of a reinforcing tool.

【図2】その側面図である。FIG. 2 is a side view thereof.

【図3】矢板に取り付けた状態の正面図である。FIG. 3 is a front view of a state where the sheet is attached to a sheet pile.

【図4】その底面図である。FIG. 4 is a bottom view thereof.

【図5】取り付け法の説明図である。FIG. 5 is an explanatory diagram of an attachment method.

【符号の説明】[Explanation of symbols]

1 補強用工具 2 台材 3 刃体 5 係合部 10 矢板 1 Reinforcing Tool 2 Base Material 3 Blade 5 Engagement Part 10 Sheet Pile

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 矢板等に取り付けて地盤に打設される工
具であって、L型に切り欠かれた係合部を有する鋼製台
材の下端部に、尖った刃先を有する超硬チップの刃体を
固着してなる矢板補強用工具。
1. A tool which is attached to a sheet pile or the like and placed in the ground, wherein a cemented carbide tip having a sharp cutting edge at a lower end portion of a steel base material having an L-shaped notched engaging portion. A sheet pile reinforcing tool with the blade body fixed.
JP5525293U 1993-09-16 1993-09-16 Sheet pile reinforcement tool Pending JPH0720319U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5525293U JPH0720319U (en) 1993-09-16 1993-09-16 Sheet pile reinforcement tool

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5525293U JPH0720319U (en) 1993-09-16 1993-09-16 Sheet pile reinforcement tool

Publications (1)

Publication Number Publication Date
JPH0720319U true JPH0720319U (en) 1995-04-11

Family

ID=12993410

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5525293U Pending JPH0720319U (en) 1993-09-16 1993-09-16 Sheet pile reinforcement tool

Country Status (1)

Country Link
JP (1) JPH0720319U (en)

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