JPH047231Y2 - - Google Patents
Info
- Publication number
- JPH047231Y2 JPH047231Y2 JP18461887U JP18461887U JPH047231Y2 JP H047231 Y2 JPH047231 Y2 JP H047231Y2 JP 18461887 U JP18461887 U JP 18461887U JP 18461887 U JP18461887 U JP 18461887U JP H047231 Y2 JPH047231 Y2 JP H047231Y2
- Authority
- JP
- Japan
- Prior art keywords
- tip
- grout
- core pipe
- flange
- tip bit
- 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
Links
- 239000011440 grout Substances 0.000 description 24
- 239000011162 core material Substances 0.000 description 20
- 238000010276 construction Methods 0.000 description 3
- 230000000368 destabilizing effect Effects 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 238000005553 drilling Methods 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000012779 reinforcing material Substances 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Description
【考案の詳細な説明】
(産業上の利用分野)
本考案はアースアンカー等用の芯パイプの先端
ビツトに関するものである。[Detailed Description of the Invention] (Industrial Application Field) The present invention relates to a tip bit of a core pipe for an earth anchor or the like.
(従来の技術)
従来においてパイプを芯材とするアースアンカ
ー等の施工法は特開昭61−191721号に公知であ
る。(Prior Art) A method of constructing an earth anchor using a pipe as a core material is known from Japanese Patent Laid-Open No. 191721/1983.
この施工法においては芯パイプの打ち込みと同
時にグラウトが注入されるため芯パイプの先端に
装着される先端ビツトについて土の掘削とグラウ
トの注入の両機能を十分満足させるものでなけれ
ばならない。 In this construction method, the grout is injected at the same time as the core pipe is driven, so the tip bit attached to the tip of the core pipe must be able to fully satisfy both the functions of soil excavation and grout injection.
従来の先端ビツトはこれらの点について改良の
余地があつた。 Conventional advanced bits had room for improvement in these respects.
(考案が解決しようとする問題点)
本考案は以上の従来の問題を解決し十分な強度
を有し、土の掘削時に地山を不安定にすることな
くグラウトを注入出来及び注入されたグラウトへ
の土砂の混入を防止出来るアースアンカー等用の
芯パイプの先端ビツトの提供を目的とする。(Problems to be solved by the invention) The present invention solves the above-mentioned conventional problems, has sufficient strength, allows grout to be injected without destabilizing the ground during soil excavation, and the injected grout. The purpose of the present invention is to provide a tip bit for a core pipe for an earth anchor, etc., which can prevent dirt from entering the ground.
(問題点を解決するための手段)
本考案は以上の目的達成のために芯パイプにね
じ結合される取付端部と、該取付端部の先端に連
続された円盤状の鍔部と、該鍔部の先端側に突設
され複数枚の半径方向に放射状に延びる羽根と、
該羽根内に設けられ前記鍔部の背面に開口し前記
取付端部内の入口路と連通する複数個の出口路と
からなるアースアンカー等用の芯パイプの先端ビ
ツトを提案するものである。(Means for Solving the Problems) In order to achieve the above-mentioned objects, the present invention includes a mounting end that is screwed to the core pipe, a disc-shaped flange continuous to the tip of the mounting end, and a mounting end that is screwed to the core pipe. A plurality of blades protruding from the tip side of the flange and extending radially in the radial direction;
The present invention proposes a tip bit of a core pipe for an earth anchor, etc., which is provided in the blade and has a plurality of outlet passages that open at the back surface of the collar and communicate with the inlet passage in the attachment end.
(作用)
本考案の先端ビツトは実用新案登録請求の範囲
に記載した構成であり、特に出口路は羽根内に設
けられるため先端ビツトの強度を低下させること
なくグラウトの注入が可能となる。(Function) The tip bit of the present invention has the configuration described in the claims of the utility model registration, and in particular, since the outlet passage is provided within the blade, grout can be injected without reducing the strength of the tip bit.
本考案の先端ビツトは同上の構成であり、特に
鍔部の背面に出口路が開口するためグラウトは鍔
部の背面から後方に注入され、その結果地山を不
安定にすることなくグラウトを注入出来る。 The tip bit of the present invention has the same configuration as above, and in particular, the outlet passage is opened at the back of the flange, so grout is injected backward from the back of the flange, and as a result, grout can be injected without destabilizing the ground. I can do it.
本考案の先端ビツトは同上の構成であり、特に
羽根の後方に鍔部があるため羽根で掘削しながら
グラウトを注入してもグラウトへ土砂が混入する
ことはない。 The tip bit of the present invention has the same structure as above, and in particular, since there is a flange at the rear of the blade, even if grout is injected while excavating with the blade, dirt will not get mixed into the grout.
本考案の先端ビツトは同上の構成であり、特に
出口路が複数個であるためグラウトを均等に注入
出来る。 The tip bit of the present invention has the same structure as above, and in particular, since it has a plurality of outlet passages, grout can be injected evenly.
(実施例)
以下本考案のアースアンカー等用の芯パイプの
先端ビツトを図面に示す実施例に従い説明する。(Example) The tip bit of a core pipe for an earth anchor or the like according to the present invention will be described below according to an example shown in the drawings.
第1図は本考案の先端ビツト付きの芯パイプが
用いられたアースアンカー等を示し、該アースア
ンカーA等は芯パイプ1を補強材としてグラウト
9を硬化させたものである。 FIG. 1 shows an earth anchor etc. in which the core pipe with a tip bit of the present invention is used, and the earth anchor A etc. are made by hardening grout 9 using the core pipe 1 as a reinforcing material.
第2図乃至第5図は先端ビツト2を示すが、該
先端ビツト2は芯パイプ1の先端にねじ結合で取
り付けられる。 2 to 5 show the tip bit 2, which is attached to the tip of the core pipe 1 by a screw connection.
すなわち先端ビツト2はねじが切られた取付端
部11を有する。 That is, the tip bit 2 has a threaded mounting end 11.
該取付端部11の先端には円盤状の鍔部4が連
続され、該鍔部4の先端側には複数枚の半径方向
に放射状に延びる羽根10が突設される。 A disk-shaped flange 4 is continuous to the tip of the attachment end 11, and a plurality of blades 10 extending radially in the radial direction are provided protruding from the tip side of the flange 4.
該羽根10(全部又は複数枚)内には前記鍔部
4の背面に開口し前記取付端部11内の入口路3
と連通する出口路5が設けられる。 Inside the blade 10 (all or a plurality of blades) there is an inlet passage 3 that opens on the back side of the collar 4 and that is inside the mounting end 11.
An outlet passage 5 is provided which communicates with the.
以上の実施例に示した本考案のアースアンカー
等用の芯パイプの先端ビツトの作用をアースアン
カー等の施工法と共に示す。 The function of the tip bit of the core pipe for earth anchors, etc. of the present invention shown in the above embodiments will be explained together with the construction method for earth anchors, etc.
すなわち第2図に示す様に芯パイプ1の先端に
先端ビツト2が固定される。 That is, as shown in FIG. 2, a tip bit 2 is fixed to the tip of the core pipe 1.
次に芯パイプ1は打込装置(図示せず)により
打撃、回転等が与えられて地盤G中に打ち込まれ
る。 Next, the core pipe 1 is driven into the ground G by being hit, rotated, etc. by a driving device (not shown).
この打ち込みと同時に芯パイプ1内にグラウト
9が注入される。 At the same time as this driving, grout 9 is injected into the core pipe 1.
グラウト9は芯パイプ1から先端ビツト2の入
口路3乃至出口路5を通つて先端ビツト2により
形成された削孔7内に流れ込む。 The grout 9 flows from the core pipe 1 through the inlet passage 3 and outlet passage 5 of the tip bit 2 into the borehole 7 formed by the tip bit 2.
すなわち羽根10により掘削されるのと同時に
鍔部4の背面からグラウト9が後方の削孔7内に
注入されるため地山を不安定にすることなくグラ
ウト9の注入が行われるのである。 That is, since the grout 9 is injected from the back side of the collar part 4 into the drilled hole 7 at the same time as the blade 10 excavates, the grout 9 can be injected without destabilizing the ground.
更に羽根10の後方に鍔部4があるため羽根1
0で掘削しながらグラウト9を注入してもグラウ
ト9へ土砂が混入することは防止されるのであ
る。 Furthermore, since the flange 4 is located behind the blade 10, the blade 1
Even if the grout 9 is injected while excavating at zero, soil and sand are prevented from entering the grout 9.
(考案の効果)
本考案のアースアンカー等用の芯パイプの先端
ビツトの実施例は以上の通りでありその効果を次
に列記する。(Effects of the invention) The embodiments of the tip bit of the core pipe for earth anchors and the like according to the invention are as described above, and the effects thereof are listed below.
(1) 本考案の先端ビツトは実用新案登録請求の範
囲に記載した構成であり、特に出口路は羽根内
に設けられるため先端ビツトの強度を低下させ
ることなくグラウトの注入が可能となる。(1) The tip bit of the present invention has the configuration described in the claims of the utility model registration, and in particular, since the outlet passage is provided within the blade, it is possible to inject grout without reducing the strength of the tip bit.
(2) 本考案の先端ビツトは同上の構成であり、特
に鍔部の背面に出口路が開口するためグラウト
は鍔部の背面から後方に注入され、その結果地
山を不安定にすることなくグラウトを注入出来
る。(2) The tip bit of the present invention has the same configuration as above, and in particular, since the outlet passage is opened at the back of the flange, the grout is injected backward from the back of the flange, and as a result, it does not destabilize the ground. Grout can be injected.
(3) 本考案の先端ビツトは同上の構成であり、特
に羽根の後方に鍔部があるため羽根で掘削しな
がらグラウトを注入してもグラウトへ土砂が混
入することはない。(3) The tip bit of the present invention has the same configuration as above, and in particular, since there is a flange at the rear of the blade, even if grout is injected while excavating with the blade, earth and sand will not get mixed into the grout.
(4) 本考案の先端ビツトは同上の構成であり、特
に出口路が複数個であるためグラウトを均等に
注入出来る。(4) The tip bit of the present invention has the same configuration as above, and in particular, since it has a plurality of outlet passages, grout can be injected evenly.
第1図は本考案の先端ビツト付きの芯パイプが
用いられたアースアンカー等の概念図、第2図は
同上アースアンカーの施工法を示す図、第3図は
本考案の先端ビツトの平面図、第4図は同上半断
面正面図、第5図は同上底面図。
1……芯パイプ、2……先端ビツト、3……入
口路、4……鍔部、5……出口路、6……ホー
ス、7……削孔、8……カバー、9……グラウ
ト、10……羽根、11……取付端部、A……ア
ースアンカー、G……地盤。
Figure 1 is a conceptual diagram of an earth anchor etc. using the core pipe with the tip bit of the present invention, Figure 2 is a diagram showing the construction method of the same earth anchor, and Figure 3 is a plan view of the tip bit of the present invention. , FIG. 4 is a half-sectional front view of the same, and FIG. 5 is a bottom view of the same. 1... Core pipe, 2... Tip bit, 3... Inlet path, 4... Flange, 5... Outlet path, 6... Hose, 7... Drilling, 8... Cover, 9... Grout , 10...Blade, 11...Mounting end, A...Earth anchor, G...Ground.
Claims (1)
端部の先端に連続された円盤状の鍔部と、該鍔部
の先端側に突設され複数枚の半径方向に放射状に
延びる羽根と、該羽根内に設けられ前記鍔部の背
面に開口し前記取付端部内の入口路と連通する複
数個の出口路とからなるアースアンカー等用の芯
パイプの先端ビツト。 A mounting end screwed to the core pipe, a disc-shaped flange continuous to the tip of the flange, and a plurality of blades extending radially in the radial direction protruding from the tip of the flange. A tip bit of a core pipe for an earth anchor or the like, which is provided in the blade and has a plurality of outlet passages that open at the back surface of the collar and communicate with the inlet passage in the attachment end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP18461887U JPH047231Y2 (en) | 1987-12-03 | 1987-12-03 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP18461887U JPH047231Y2 (en) | 1987-12-03 | 1987-12-03 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0190838U JPH0190838U (en) | 1989-06-14 |
| JPH047231Y2 true JPH047231Y2 (en) | 1992-02-26 |
Family
ID=31475966
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP18461887U Expired JPH047231Y2 (en) | 1987-12-03 | 1987-12-03 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH047231Y2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP7235578B2 (en) * | 2019-04-24 | 2023-03-08 | エイチ・アール・ディー・シンガポール プライベート リミテッド | Residential anti-floating device, anti-floating structure for housing by this anti-floating device, and house equipped with the anti-floating device |
-
1987
- 1987-12-03 JP JP18461887U patent/JPH047231Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0190838U (en) | 1989-06-14 |
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