JPH0738559Y2 - Driving pin - Google Patents

Driving pin

Info

Publication number
JPH0738559Y2
JPH0738559Y2 JP1990108055U JP10805590U JPH0738559Y2 JP H0738559 Y2 JPH0738559 Y2 JP H0738559Y2 JP 1990108055 U JP1990108055 U JP 1990108055U JP 10805590 U JP10805590 U JP 10805590U JP H0738559 Y2 JPH0738559 Y2 JP H0738559Y2
Authority
JP
Japan
Prior art keywords
driving
pin
driving pin
tubular body
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.)
Expired - Lifetime
Application number
JP1990108055U
Other languages
Japanese (ja)
Other versions
JPH0463759U (en
Inventor
茂 安田
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.)
Max Co Ltd
Original Assignee
Max 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 Max Co Ltd filed Critical Max Co Ltd
Priority to JP1990108055U priority Critical patent/JPH0738559Y2/en
Publication of JPH0463759U publication Critical patent/JPH0463759U/ja
Application granted granted Critical
Publication of JPH0738559Y2 publication Critical patent/JPH0738559Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Description

【考案の詳細な説明】 [産業上の利用分野] 本考案は、トンネル工事の覆工、法面保護工事等におい
て行われるコンクリート吹付工事に際し、吹付コンクリ
ートの吹付け厚さの基準として用いる打込みピンに関す
る。
[Detailed Description of the Invention] [Industrial field of application] The present invention is a driving pin used as a standard for the spraying thickness of sprayed concrete during concrete spraying work such as lining of tunnel work and slope protection work. Regarding

[従来の技術] 例えば、トンネル工事にあっては、掘削されたトンネル
の岩盤にコンクリートを吹付ける一次覆工と、この吹付
けられたコンクリートに、更に、コンクリートを吹き付
ける二次覆工とをそれぞれ順次行なうようにし、一次覆
工と二次覆工とによりそれぞれ吹付けられるコンクリー
トの間に、岩盤の弱い部位に溶接金網を介在させてその
補強を図り、また、全面に亘り止水シートを介在させて
コンクリートのひび割れ防止を図っている。
[Prior Art] For example, in tunnel construction, a primary lining for spraying concrete on the rock mass of an excavated tunnel and a secondary lining for spraying concrete onto the sprayed concrete, respectively. Welding wire mesh is intervened in the weak part of the bedrock between the concrete sprayed by the primary lining and the secondary lining, respectively, to reinforce it, and a water blocking sheet is placed over the entire surface. We are trying to prevent cracking of concrete.

また、二次覆工では、まず、一次覆工で吹付けられたコ
ンクリートに、その全面に亘って複数部位に、ドリルで
穴をあけ、そこに、打込みピンをハンマ等を用いて手打
ちし、打込みピンの基端部を所定長さ分だけ残して打込
みピンの先端部を打込み、次に、基盤をなす一次覆工の
吹付けコンクリートの面上に二次覆工の吹付けを、該打
込みピンの突出した基端部を基準にして該基端部が埋設
するまで行い、これにより、二次覆工の吹付コンクリー
トの吹付け厚さを均一に設定するようにしている。
Further, in the secondary lining, first, in the concrete sprayed in the primary lining, a plurality of sites over the entire surface, drill holes, there, by hammering the driving pin using a hammer or the like, The tip end of the driving pin is driven while leaving the base end of the driving pin for a predetermined length, and then the secondary lining is sprayed on the surface of the blasting concrete of the primary lining that forms the base. This is performed until the base end portion of the pin projecting is buried with reference to the base end portion protruding from the pin, whereby the spraying thickness of the sprayed concrete of the secondary lining is set to be uniform.

また、トンネル工事以外の一般のコンクリート吹付け工
事では、岩盤等の基盤上に直接、打込みピンを打込ん
で、突出した打込みピンを基準として該基盤上にコンク
リートを吹付ける施工を行うようになっている。
In addition, in general concrete spraying work other than tunnel construction, the driving pin is directly driven onto the foundation such as bedrock, and the concrete is sprayed onto the foundation based on the projecting driving pin. ing.

ここで、打込みピンとしては、L字アンカ状の、あるい
は真直な頭付きの釘状等の形状のものが用いられてお
り、この打込み作業にあっては、多くの場合、作業者
が、目測で打込み深さを決めて手作業で打込みを行って
いるのが現状であるが、最近は、打込みピンの打込みを
動力駆動で行うピン打込み機が開発されている。
Here, as the driving pin, an L-shaped anchor-shaped one or a nail-shaped one with a straight head is used. In this driving work, in many cases, the operator makes a visual observation. It is the current situation that the driving depth is decided by and the driving is done manually, but recently, a pin driving machine for driving the driving pin by power drive has been developed.

[考案が解決しようとする課題] ところで、上記従来の手作業による打込みピンの打込み
にあっては、目測で打込み深さを決めており、しかも、
打込む打込みピンの数が多いので、打込み作業には、熟
練を要すとともに、時間も掛り、また、打込みピンの先
端部の打込み深さ、すなわち、打込みピンの基端部の突
出長さについては、高い精度が得られず、吹付け厚さの
基準が曖昧となり、吹付けコンクリートの吹付け厚さが
不均一となる等、問題があった。
[Problems to be solved by the invention] By the way, in the above-mentioned conventional manual driving of the driving pin, the driving depth is determined by visual inspection.
Since the number of driving pins to be driven is large, the driving work requires skill and time, and also the driving depth of the driving pin at the tip end, that is, the protruding length of the driving pin at the base end. However, there was a problem that high accuracy could not be obtained, the standard of spray thickness became ambiguous, and the spray thickness of sprayed concrete became uneven.

一方、ピン打込み機による打込みピンの打込みにあって
は、打込みピンの頭の存在により、銃腔内から打込みピ
ンを真直に打出すことができず、真直に打出そうとすれ
ば、打込みピンの先端部に、打込みピンの頭と同径の案
内足を設け、頭と案内足とで銃腔壁に沿ってガイドさせ
る必要がある等、問題があった。
On the other hand, when driving a driving pin with a pin driving machine, the driving pin cannot be driven straight from the inside of the gun cavity due to the presence of the head of the driving pin. There is a problem that it is necessary to provide a guide leg having the same diameter as the head of the driving pin at the tip portion and guide the head and the guide leg along the wall of the gun cavity.

更に、打込みピンの外周面は平滑であるので、吹き付け
コンクリートに対する食い付きがよくなく、問題があっ
た。
Further, since the outer peripheral surface of the driving pin is smooth, there is a problem that it does not bite well against the shot concrete.

本考案は、上記従来の問題点に鑑みてなされたものであ
って、その目的は、岩盤等の基盤に打込みピンを打込む
際、その打込み作業を容易かつ迅速になし得、作業性を
良好とするとともに、打込みピンの先端部の打込み深
さ、すなわち、打込みピンの基端部の突出長さの精度を
高め、吹付けコンクリートの吹付け厚さの基準を正確に
し、その吹付け厚さを均一になすとともに、特に動力駆
動で行うピン打込み機を用いた場合において、打込みピ
ンを銃腔内から真直に打出せるようにし、良好な打込み
を可能とする打込みピンを提供するにある。
The present invention has been made in view of the above conventional problems, and an object thereof is to easily and swiftly drive a driving pin when driving a driving pin into a foundation such as a bedrock and to improve workability. In addition to improving the accuracy of the driving depth of the tip of the driving pin, that is, the protruding length of the base end of the driving pin, the reference of the spraying thickness of the shotcrete is made accurate, and the spraying thickness It is an object of the present invention to provide a driving pin which enables the driving pin to be driven straight from the inside of the gun cavity, particularly when a pin driving machine that is driven by power is used.

更に、吹き付けコンクリートに対する食い付きを良好と
し得る打込みピンを提供するにある。
Another object of the present invention is to provide a driving pin which can have a good bite against shot concrete.

[課題を解決するための手段] 本考案にあっては、上記従来の課題を解決するために、
岩盤等の基盤に先端部に打込んで基端部を該基盤から突
出させ、該突出した基端部を該基盤上に吹付けられるコ
ンクリートの吹付け厚さの基準として用いる打込みピン
において、該打込みピンの基端部上に、吹付けコンクリ
ートの吹付け厚さの基準長さを設定する筒状体を圧入固
定し、該筒状体の外径を、前記打込みピンを打出す銃腔
を備えたピン打込み機の該銃腔壁の内径に対応させ、該
筒状体を該打込みピンを打出す際のガイド部としてなる
構成を特徴とする打込みピンを提案するものである。
[Means for Solving the Problems] In the present invention, in order to solve the above-mentioned conventional problems,
In a driving pin used as a reference for the thickness of the concrete sprayed onto the base by projecting the base end from the base by driving the base end into the base such as rock. On the base end of the driving pin, a tubular body for setting the reference length of the spraying thickness of shotcrete is press-fitted and fixed, and the outer diameter of the tubular body is adjusted to The present invention proposes a driving pin characterized in that it corresponds to the inner diameter of the gun cavity wall of the provided pin driving machine, and is configured to serve as a guide portion when the cylindrical body is driven into the driving pin.

更に、上記構成においては、前記筒状体の外周面に凹凸
部を設けてなる構成のものが提案される。
Further, in the above configuration, a configuration is proposed in which a concavo-convex portion is provided on the outer peripheral surface of the tubular body.

[作用] 本考案は、上記構成により、該打込みピンの基端部上に
筒状体を圧入固定し、該筒状体によって当該吹付けコン
クリートの吹付け厚さの基準長さを設定してなるので、
岩盤等の基盤に打込みピンを打込む際、その打込み作業
を容易かつ迅速になし得、作業性を良好とするととも
に、打込みピンの先端部の打込み深さ、すなわち打込み
ピンの基端部の突出長さの精度を高め、吹付けコンクリ
ートの吹付け厚さの基準を正確にし、その吹付け厚さを
均一になすとともに、特に前記筒状体の外径を、前記打
込みピンを打出す銃腔を備えたピン打込み機の該銃腔壁
の内径に対応させ、該筒状体を該打込みピンを打出す際
のガイド部としてなるので、筒状体をガイドとしても兼
用でき、別にガイドを設けることなく、ピン打込み機を
用いても、打込みピンを銃腔内から真直に打出すことが
でき、良好な打込みを可能とする。
[Operation] According to the present invention, with the above configuration, the tubular body is press-fitted and fixed onto the base end portion of the driving pin, and the tubular body sets the reference length of the spraying thickness of the shotcrete. So
When driving a driving pin into a bedrock or the like, the driving work can be performed easily and quickly, which improves workability and also the driving depth of the driving pin tip, that is, the projection of the driving pin base end. The accuracy of the length is improved, the reference of the spray thickness of the sprayed concrete is made accurate, and the spray thickness is made uniform, and in particular, the outer diameter of the tubular body is set to the gun cavity for driving the driving pin. Since the tubular body corresponds to the inner diameter of the gun cavity wall of the pin driving machine and serves as a guide portion when the driving pin is driven, the tubular body can also be used as a guide, and a separate guide is provided. Without using the pin driving machine, the driving pin can be driven straight from the inside of the gun cavity, and good driving can be performed.

更に、前記筒状体の外周面に凹凸部を設けてなるので、
吹付けコンクリートに対する食い付きを良好とし得る。
Further, since the uneven portion is provided on the outer peripheral surface of the cylindrical body,
Good biting to shotcrete can be achieved.

[実施例] 本考案に係る打込みピンの第1の実施例を第1及び第2
図に基づき詳細に説明する。
[Embodiment] First and second embodiments of a driving pin according to the present invention.
It will be described in detail with reference to the drawings.

図中1は、打込みピンであり、ピン本体2と筒状体3と
より構成されている。
In the figure, reference numeral 1 is a driving pin, which is composed of a pin body 2 and a tubular body 3.

ピン本体1は、真直に延び、先端は、鋭利に形成され、
第2図に示すように、基盤を構成する岩盤4に打込み易
いようになっており、基端には、図示しないハンマで叩
かれる大径の頭5を備えている。
The pin body 1 extends straight, the tip is sharply formed,
As shown in FIG. 2, it is designed so that it can be easily driven into the bedrock 4 that constitutes the base, and has a large-diameter head 5 at the base end that is struck by a hammer (not shown).

筒状体3は、ピン本体1の基端部上に圧入固定されてお
り、頭5に連接して、ピン本体2の軸方向に沿って略、
半分領域を占めている。
The tubular body 3 is press-fitted and fixed on the base end portion of the pin body 1, is connected to the head 5, and is arranged substantially along the axial direction of the pin body 2,
Occupies half the area.

第2図に示すように、打込みピン1を後述の第2の実施
例で示すごとくピン打込み機によって、打込みピン1の
先端部を岩盤4に打込むと、筒状体3の図中において下
端部が岩盤4の表面に当接し、筒状体3の長さに応じ
て、岩盤4の表面から突出する基端部の突出長さHを規
制するようになっている。突出長さHは、例えば、50mm
〜100mm程度に規制される。
As shown in FIG. 2, when the tip of the driving pin 1 is driven into the bedrock 4 by a pin driving machine as shown in a second embodiment described later, the lower end of the tubular body 3 in the figure is reached. The portion is in contact with the surface of the bedrock 4, and the protrusion length H of the base end portion protruding from the surface of the bedrock 4 is regulated according to the length of the tubular body 3. The protrusion length H is, for example, 50 mm
It is regulated to about 100 mm.

その突出した基端部を埋設するようにコンクリート6を
岩盤4上に吹付けると、該吹付コンクリート6の厚さ
は、基端部の突出長さHに応じた厚さとなり、突出した
基端部を岩盤4上に吹付けられたコンクリート6の吹付
け厚さの基準とし、筒状体3の長さを種々異ならしめる
ことにより、それらに応じた突出長さHを得、これによ
り吹付けコンクリート6の吹付け厚さの基準長さを設定
できるようになっている。
When the concrete 6 is sprayed onto the bedrock 4 so as to bury the projecting base end, the thickness of the sprayed concrete 6 becomes a thickness according to the projecting length H of the base end, and the projecting base end Using the parts as the reference for the spraying thickness of the concrete 6 sprayed on the bedrock 4, the lengths of the tubular bodies 3 are made different to obtain the projecting length H corresponding to them, thereby spraying The reference length of the spray thickness of the concrete 6 can be set.

上記構成により、打込みピン1の基端部上に筒状体3を
圧入固定し、筒状体3によって当該吹付けコンクリート
6の吹付け厚さの基準長さを設定してなるので、岩盤4
に打込みピン1を打込む際、その打込み作業を容易かつ
迅速になし得、作業性を良好とするとともに、打込みピ
ン1の先端部の打込み深さ、すなわち打込みピン1の基
端部の突出長さの精度を高め、吹付けコンクリート6の
吹付け厚さの基準を正確にし、その吹付け厚さを均一に
なす。
With the above configuration, the tubular body 3 is press-fitted and fixed on the base end portion of the driving pin 1, and the tubular body 3 sets the reference length of the spraying thickness of the sprayed concrete 6, so that the bedrock 4
When the driving pin 1 is driven into the shaft, the driving work can be performed easily and quickly to improve workability, and the driving depth of the tip of the driving pin 1, that is, the protruding length of the base end of the driving pin 1. Accuracy is improved, the reference of the sprayed thickness of the sprayed concrete 6 is made accurate, and the sprayed thickness is made uniform.

なお、筒状体3は、樹脂で形成されるものが、筒状体3
にピン本体1の基端部を容易に圧入できる点、また、耐
食性、耐久性の点でよく、更に、着色することが容易と
なり、コンクリート6を吹き付ける際、明確に打込みピ
ン1を視認でき、打込みピン1の基端部を確実に埋設す
るようにコンクリート6を吹付けることができ、吹付け
コンクリート6の吹付け厚さの基準をより正確にし、吹
付コンクリート6の吹付け厚さを、一層均一になし得る
等、良好な吹付けが可能となる。
The tubular body 3 made of resin is
The base end portion of the pin body 1 can be easily press-fitted, the corrosion resistance and the durability are good, and further, coloring is easy, and when the concrete 6 is sprayed, the driving pin 1 can be clearly seen, The concrete 6 can be sprayed so that the base end of the driving pin 1 is surely buried, and the standard of the spraying thickness of the spraying concrete 6 is made more accurate, and the spraying thickness of the spraying concrete 6 is further improved. Good spraying is possible, for example, it can be made uniform.

上記第1の実施例では打込みピンの概略形状ならびに打
込み状態の概略を説明したが、以下の第2の実施例では
本考案の特徴とする打込みピンとピン打込み機との関連
を具体的に説明する。
In the first embodiment described above, the schematic shape of the driving pin and the outline of the driving state are described, but in the second embodiment below, the relationship between the driving pin and the pin driving machine, which is the feature of the present invention, will be specifically described. .

本実施例の打込みピン21では、筒状体22の外径を、打込
みピン21を打ち出す銃腔23を備えた全体の図示を省略す
るピン打込み機の該銃腔壁25の内径に対応させ、これに
より、打込みピン21を打出す際に、銃腔壁25に沿って筒
状体22をスライドさせるようになっており、筒状体22は
吹付けコンクリート4の吹付け厚さの基準長さを設定す
るとともに、ガイド部としても働き、兼用されるように
なっている。
In the driving pin 21 of the present embodiment, the outer diameter of the tubular body 22 is made to correspond to the inner diameter of the gun cavity wall 25 of a pin driving machine (not shown) that is provided with a gun cavity 23 for driving the driving pin 21. With this, when the driving pin 21 is driven, the tubular body 22 is slid along the gun cavity wall 25, and the tubular body 22 has a reference length of the spraying thickness of the sprayed concrete 4. Not only is it set, but it also works as a guide and is also used.

なお、ピン打込み機は、空気圧、火薬等の動力駆動でド
ライバ26を介して打込みピン21を銃腔23内から打ち出す
ようになっている。
The pin driving machine is designed to drive the driving pin 21 from the inside of the gun cavity 23 via the driver 26 by driving power such as air pressure and gunpowder.

上記構成により、筒状体22の外径を、打込みピン21を打
出す銃腔23を備えたピン打込み機の該銃腔壁25の内径に
対応させ、筒状体22を打込みピン21を打出す際のガイド
部としてなるので、筒状体22をガイドとしても兼用で
き、別にガイドを設けることなく、ピン打込み機を用い
ても、打込みピン21を銃腔23内から真直に打出せるよう
にし、良好な打込みを可能とする。
With the above configuration, the outer diameter of the tubular body 22 is made to correspond to the inner diameter of the gun cavity wall 25 of the pin driving machine having the gun cavity 23 for punching the driving pin 21, and the tubular body 22 is driven by the driving pin 21. Since it serves as a guide part when ejecting, the tubular body 22 can also be used as a guide, and it is possible to directly eject the driving pin 21 from the inside of the gun cavity 23 even if a pin driving machine is used without providing a separate guide. , Enables good driving.

なお、他の構成、ならびに作用、効果については、第1
の実施例と同様である。
In addition, regarding other configurations, operations and effects,
It is similar to the embodiment of.

次に、第3の実施例を、第4図に基づき説明する。Next, a third embodiment will be described with reference to FIG.

本実施例の打込みピン31では、第2の実施例の筒状体22
の両端部を除いてその外周面に、例えば凹凸部を構成す
る突起32を設けるようにして、筒状体33を構成してい
る。この筒状体33は、一体的に成型されている。
In the driving pin 31 of this embodiment, the tubular body 22 of the second embodiment is used.
The cylindrical body 33 is configured by providing, for example, the protrusions 32 that form the uneven portion on the outer peripheral surface except both ends of the cylindrical body 33. The tubular body 33 is integrally molded.

上記構成により、筒状体33の外周面に突起32を設けてな
るので、吹き付けコンクリート6に対する食い付きを良
好とし得る。
With the above configuration, since the projection 32 is provided on the outer peripheral surface of the tubular body 33, it is possible to improve the biting of the sprayed concrete 6.

特に、鋼繊維補強コンクリートを吹き付けコンクリート
6として用いる場合には、その繊維が筒状体33の突起32
に十分、絡まり、良好な吹き付けが可能となる。
In particular, when steel fiber reinforced concrete is used as the sprayed concrete 6, the fibers are the protrusions 32 of the tubular body 33.
In addition, it is sufficiently entangled and good spraying is possible.

また、筒状体33の両端部には、突起32を設けず、平滑に
形成した平滑部34を設けてあるので、ピン打込み機24の
該銃腔壁25に沿って筒状体33を一層、スムーズにスライ
ドさせることができる。
Further, since the projections 32 are not provided at both ends of the tubular body 33 and the smooth portion 34 which is formed smoothly is provided, the tubular body 33 is further provided along the gun cavity wall 25 of the pin driving machine 24. , Can be slid smoothly.

なお、他の構成、ならびに作用、効果については、第2
の実施例と同様である。
Regarding other configurations, operations and effects,
It is similar to the embodiment of.

以上に各実施例を挙げて本考案を説明したが、本考案は
上記各実施例に限定されることなく、その要旨を変更し
ない範囲で種々変更可能である。
Although the present invention has been described above with reference to the respective embodiments, the present invention is not limited to the above-mentioned embodiments and various modifications can be made without departing from the scope of the invention.

上記各実施例では、岩盤4を基盤とする場合ついて説明
したが、岩盤4に限定されるものではなく、トンネル工
事における一次覆工の吹付けコンクリートを基盤とする
場合にも適用可能であり、また、トンネル工事に限ら
ず、法面保護工事等において行われるコンクリート吹付
工事等にも適用可能である。
In each of the above embodiments, the case where the bedrock 4 is used as the base has been described, but the present invention is not limited to the bedrock 4, and is applicable to the case where the base is sprayed concrete for the primary lining in tunnel construction. Further, it is applicable not only to tunnel construction but also to concrete spraying construction performed in slope protection construction and the like.

[考案の効果] 以上に説明したように、本考案に係る打込みピンによれ
ば、該打込みピンの基端部上に筒状体を圧入固定し、該
筒状体によって当該吹付けコンクリートの吹付け厚さの
基準長さを設定してなるので、岩盤等の基盤に打込みピ
ンを打込む際、その打込み作業を容易かつ迅速になし
得、作業性を良好とするとともに、打込みピンの先端部
の打込み深さ、すなわち打込みピンの基端部の突出長さ
の精度を高め、吹付コンクリートの吹付け厚さの基準を
正確にし、その吹付け厚さを均一になす等、 種々の効果を奏するとともに、特に前記筒状体の外径
を、前記打込みピンを打出す銃腔を備えたピン打込み機
の該銃腔壁の内径に対応させ、該筒状体を該打込みピン
を打出す際のガイド部としてなるので、筒状体をガイド
としても兼用でき、別にガイドを設けることなく、ピン
打込み機を用いても、打込みピンを銃腔内から真直に打
出せるようにし、良好な打込みを可能とする。
[Effects of the Invention] As described above, according to the driving pin according to the present invention, the cylindrical body is press-fitted and fixed onto the base end portion of the driving pin, and the sprayed concrete is sprayed by the cylindrical body. Since the reference length of the mounting thickness is set, when driving the driving pin into the foundation such as rock, the driving work can be done easily and quickly, and the workability is good and the tip of the driving pin is It has various effects such as increasing the precision of the driving depth of the driving pin, that is, the accuracy of the projecting length of the base end of the driving pin, making the reference of the spraying thickness of sprayed concrete accurate, and making the spraying thickness uniform. At the same time, particularly when the outer diameter of the tubular body is made to correspond to the inner diameter of the gun cavity wall of a pin driving machine having a gun cavity for punching the driving pin, Since it serves as a guide part, the tubular body can also be used as a guide. Apart without providing a guide, even using a pin driving tool, a driving pin as Uchidaseru straight from the gun cavity, to allow a good implant.

更に、前記筒状体の外周面に凹凸部を設けてなるので、
吹き付けコンクリートに対する食い付きを良好にし得
る。
Further, since the uneven portion is provided on the outer peripheral surface of the cylindrical body,
It is possible to improve the bite to shot concrete.

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

第1図は本考案に係る打込みピンの第1の実施例を示す
正面図、第2図はその使用状態を示す縦断面図、第3図
は第2の実施例の使用状態を示す要部縦断面図、第4図
は第3の実施例の使用状態を示す要部縦断面図である。 1、21、31……打込みピン 3、22、33……筒状体、4……岩盤 6……吹付けコンクリート、23……銃腔 25……銃腔壁、32……突起
FIG. 1 is a front view showing a first embodiment of a driving pin according to the present invention, FIG. 2 is a longitudinal sectional view showing its use condition, and FIG. 3 is a main part showing the use condition of the second embodiment. FIG. 4 is a vertical cross-sectional view of a main part showing a usage state of the third embodiment. 1, 21, 31 …… Driving pin 3, 22, 33 …… Cylindrical body, 4 …… Bedrock 6 …… Shot concrete, 23 …… Gun cavity 25 …… Gun cavity wall, 32 …… Projection

Claims (2)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】岩盤等の基盤に先端部を打込んで基端部を
該基盤から突出させ、該突出した基端部を該基盤上に吹
付けられるコンクリートの吹付け厚さの基準として用い
る打込みピンにおいて、該打込みピンの基端部上に、吹
付けコンクリートの吹付け厚さの基準長さを設定する筒
状体を圧入固定し、該筒状体の外径を、前記打込みピン
を打出す銃腔を備えたピン打込み機の該銃腔壁の内径に
対応させ、該筒状体を該打込みピンを打出す際のガイド
部としてなることを特徴とする打込みピン。
1. A base such as a bedrock or the like is driven with its tip end to project a base end from the base, and the protruding base end is used as a standard for a spraying thickness of concrete sprayed on the base. In the driving pin, a tubular body for setting the reference length of the spraying thickness of the shotcrete is press-fitted and fixed on the base end portion of the driving pin, and the outer diameter of the tubular body is set to the driving pin. A driving pin, which corresponds to the inner diameter of the wall of the gun hole of a pin driving machine having a gun hole to be driven, and which serves as a guide portion when the tubular body is driven.
【請求項2】前記筒状体の外周面に凹凸部を設けてなる
請求項1に記載の打込みピン。
2. The driving pin according to claim 1, wherein an uneven portion is provided on the outer peripheral surface of the cylindrical body.
JP1990108055U 1990-10-16 1990-10-16 Driving pin Expired - Lifetime JPH0738559Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1990108055U JPH0738559Y2 (en) 1990-10-16 1990-10-16 Driving pin

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1990108055U JPH0738559Y2 (en) 1990-10-16 1990-10-16 Driving pin

Publications (2)

Publication Number Publication Date
JPH0463759U JPH0463759U (en) 1992-05-29
JPH0738559Y2 true JPH0738559Y2 (en) 1995-09-06

Family

ID=31854846

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1990108055U Expired - Lifetime JPH0738559Y2 (en) 1990-10-16 1990-10-16 Driving pin

Country Status (1)

Country Link
JP (1) JPH0738559Y2 (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59210159A (en) * 1983-05-12 1984-11-28 大久保 雅広 Level construction method
JPS6227945U (en) * 1985-08-06 1987-02-20

Also Published As

Publication number Publication date
JPH0463759U (en) 1992-05-29

Similar Documents

Publication Publication Date Title
US4512123A (en) High-pressure packing device for injecting synthetic resin into cracks in concrete
US7309199B2 (en) Sprue dowel
JP2018091050A (en) Protection method of tunnel waterproof sheet and drilling bit and drilling tool for using for this
JPH0738559Y2 (en) Driving pin
JPH02213513A (en) Method of coupling existing concrete pile
CN212377058U (en) Monomer multipurpose wall body crab-bolt
JP2012072567A (en) Curved boring method and boring device used therefor
CN212358328U (en) Foundation pit support anchor rod
JP7427297B2 (en) Screwing jig
JP2006336387A (en) Anchor device
JP2875064B2 (en) Ground reinforcement method and ground reinforcement equipment
JP3024498U (en) Fixing means
JP3221775U (en) marker
JP3228516U (en) Anchor installation jig
JP3126084U (en) Nailing tool
JP2007046388A (en) Installation method for bolt with enlarged end
JPH0518175A (en) Drilling device
JPH0953398A (en) Lock bolt fall prevention bracket
JPH02308088A (en) Drill device
JPH0558084B2 (en)
JPH07259817A (en) Placing tool for expansion anchor
JP2024021518A (en) Receiving member, cylindrical member for anchor bolt with receiving member, block fixing device, and block fixing structure
JPH0821186A (en) Tube for propulsion method
JP3021078U (en) Reinforcement driving jig
JP2021092062A (en) Cosmetic cap and peeling repair member

Legal Events

Date Code Title Description
EXPY Cancellation because of completion of term