JPH0545680Y2 - - Google Patents

Info

Publication number
JPH0545680Y2
JPH0545680Y2 JP1986195587U JP19558786U JPH0545680Y2 JP H0545680 Y2 JPH0545680 Y2 JP H0545680Y2 JP 1986195587 U JP1986195587 U JP 1986195587U JP 19558786 U JP19558786 U JP 19558786U JP H0545680 Y2 JPH0545680 Y2 JP H0545680Y2
Authority
JP
Japan
Prior art keywords
rib
width
bolt body
screw
injection hole
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
JP1986195587U
Other languages
Japanese (ja)
Other versions
JPS63100600U (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 JP1986195587U priority Critical patent/JPH0545680Y2/ja
Publication of JPS63100600U publication Critical patent/JPS63100600U/ja
Application granted granted Critical
Publication of JPH0545680Y2 publication Critical patent/JPH0545680Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Earth Drilling (AREA)

Description

【考案の詳細な説明】 [産業上の利用分野] 本考案は、地山を支保するに用いるロツクボル
トに関するものである。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a lock bolt used for supporting earth.

[従来の技術] 従来中空のロツクボルトを用いて地山を自穿孔
し、支保する着想は公知であるが、既知のロツク
ボルトは、第7図に示すように異形鉄筋を用い、
リブaが直径に対し対称に2列に略円周の半分に
設けられており、ロツクボルトの両端に、Vねじ
が機械加工されている。従つて、任意の長さに変
えるには、端部を切断して旋削し、ねじ加工する
必要があり、工事現場で、作業上の不利を与え
る。又、掘削孔の中でグラウトで固められた後
も、リブが全円周にないために引き抜き抵抗に対
し不利であり、かつ、比較的穿孔径が大きく、従
つて穿孔後ロツクボルトの外周に多量のグラウト
を充填する必要があつた。
[Prior Art] Conventionally, the concept of self-boring and supporting the ground using hollow rock bolts is well known, but known rock bolts use deformed reinforcing bars as shown in Fig. 7.
Ribs a are provided in two rows symmetrically with respect to the diameter, approximately half the circumference, and V-threads are machined at both ends of the lock bolt. Therefore, in order to change the length to a desired length, it is necessary to cut, turn, and thread the ends, which poses a disadvantage in terms of work at the construction site. Furthermore, even after the hole is hardened with grout, there are no ribs around the entire circumference, which is disadvantageous for pull-out resistance, and the diameter of the hole is relatively large, so there is a large amount of grout on the outer periphery of the lock bolt after drilling. It was necessary to fill it with grout.

[考案が解決しようとする課題] 本考案の課題は、穿孔径が小さく、かつ要求さ
れる如何なる長さでも切断するだけで使用でき、
一方では簡単に継ぎ足して要求される長さの埋め
込みが可能であり、更にグラウト注入が容易で確
実に実施できる作業効率の良いロツクボルトを得
ることにある。
[Problems to be solved by the invention] The problems of the invention are that the diameter of the perforation is small and that it can be used by simply cutting it to any required length;
On the other hand, it is an object of the present invention to provide a lock bolt which can be easily added and embedded to a required length, and furthermore, can be easily and reliably filled with grout and has good work efficiency.

[課題を解決するための手段] 本考案の手段は次のとおりである。[Means to solve the problem] The means of the present invention are as follows.

中心部にグラウト又は高圧空気や高圧水の注入
孔を貫通して設け、外周の全長にわたり表面に円
弧状の弯曲溝を形成したリブを有するねじを形成
し、ねじの螺旋溝部分の幅がリブの幅の2乃至4
倍あつて、リブの幅が螺旋溝部分の深さにほぼ等
しい、リブの螺旋角度が6°乃至10°の中空ボルト
本体と、その先端にねじ込まれ、前記注入孔に連
絡する排出口を設けたドリルヘツドと、中空ボル
ト本体の末端にねじ込まれたナツトとから構成さ
れる支保工用ロツクボルト。
A screw with a grout, high-pressure air, or high-pressure water injection hole penetrated through the center, and a rib with an arcuate curved groove formed on the surface over the entire length of the outer periphery, and the width of the spiral groove part of the screw is the same as the rib. width of 2 to 4
A hollow bolt body with a rib width approximately equal to the depth of the helical groove portion and a helical angle of the ribs of 6° to 10°, and a discharge port that is screwed into the tip and communicates with the injection hole. A rock bolt for shoring consisting of a drill head and a nut screwed into the end of the hollow bolt body.

[作用] 中空ボルト本体の基端を回転体に固定し、回転
させつつドリルヘツドにより穿孔し、次いでカツ
プリングナツトで次の中空ボルト本体を接続し穿
孔を続ける。この場合、中空ロツクボルトの注入
孔から高圧空気又は高圧水を注入して穿孔により
生じた岩粉或いは土砂粉の清掃及びドリルヘツド
の冷却をする。そして、所定の位置で抑え板を中
空ボルト本体の末端に当て、ナツトで止め、中空
ボルト本体の注入孔の口からグラウトを注入す
る。グラウトは注入孔からドリルヘツドの連絡口
を経てボルト外周に至り、リブを有するねじの螺
旋溝を伝わつて注入される。グラウトを充満させ
てから所定時間後に再びナツトを締め付け、緊張
作用をロツクボルト本体に与える。グラウト充満
後ボルトを回転させることが、グラウト中に強固
に埋め込ませ大きな荷重に耐えさせるのに効果的
である。
[Operation] The proximal end of the hollow bolt body is fixed to a rotating body, and the drill head is used to drill a hole while rotating the body, and then the next hollow bolt body is connected with a coupling nut to continue drilling. In this case, high-pressure air or high-pressure water is injected through the injection hole of the hollow rock bolt to clean the rock powder or dirt generated by drilling and to cool the drill head. Then, place the restraining plate against the end of the hollow bolt body at a predetermined position, fix it with a nut, and inject grout from the mouth of the injection hole in the hollow bolt body. The grout is injected from the injection hole, through the communication port of the drill head, to the outer periphery of the bolt, and along the helical groove of the screw having ribs. After a predetermined period of time after filling with grout, the nut is tightened again to apply tension to the lock bolt body. Rotating the bolt after it is filled with grout is effective in making it firmly embedded in the grout and able to withstand large loads.

[実施例] 図示実施例において1は中空ボルト本体でグラ
ウト又は高圧空気や高圧水の注入孔2を貫通し、
外周の全長にわたり螺旋溝3′が生じ、表面に弯
曲溝12′を形成したリブ12のあるねじ3を形
成し、しかもねじ3の螺旋溝3′の幅がリブ12
の幅の2乃至4倍、リブ12の幅が螺旋溝3′の
深さにほぼ等しく、リブの螺旋角度が6°乃至10°
である。そして中空ボルト本体はカツプリングナ
ツト4により接続が可能である。4′はカツプリ
ングナツト中間のストツパである。
[Example] In the illustrated example, 1 is a hollow bolt body that penetrates grout, high pressure air, or high pressure water injection hole 2,
A spiral groove 3' is formed over the entire length of the outer periphery, forming a screw 3 with a rib 12 with a curved groove 12' formed on the surface, and the width of the spiral groove 3' of the screw 3 is equal to the width of the rib 12.
2 to 4 times the width of the rib 12, the width of the rib 12 is approximately equal to the depth of the spiral groove 3', and the helical angle of the rib is 6° to 10°.
It is. The hollow bolt body can be connected with a coupling nut 4. 4' is a stopper in the middle of the coupling nut.

中空ボルト本体1の先端にドリルヘツド5をね
じ込む。ドリルヘツド5は注入孔2に連通する連
絡孔6及び排出口7を設け、先端面に球面状のボ
ーリングチツプ8を6箇所突設してある。所定の
長さ穿孔した後形成された穴9にボルト本体の注
入孔2からグラウトを注入し、連絡孔6、排出口
7よりボルト本体1の回りの穴9に送つて穴を埋
める。10は中空ボルト本体1の末端に取付けた
抑え板、11はナツトである。
A drill head 5 is screwed into the tip of the hollow bolt body 1. The drill head 5 has a communication hole 6 communicating with the injection hole 2 and a discharge port 7, and has six spherical boring tips 8 protruding from the tip surface. After drilling a predetermined length, grout is injected into the formed hole 9 from the injection hole 2 of the bolt body, and is sent to the hole 9 around the bolt body 1 through the communication hole 6 and the discharge port 7 to fill the hole. 10 is a restraining plate attached to the end of the hollow bolt body 1, and 11 is a nut.

[考案の効果] 本考案によれば、ロツクボルト全長にわたり一
様にリブを有するねじが形成されているので、若
し、短いロツクボルトが要求された場合には、単
に所要長さに切断するだけで、他の加工を必要と
しない。又、カツプリングナツトを用いることに
より、ねじ切り作業をしなくてもそのまま継ぎ足
しができるため、長い掘削長でも埋め込みが容易
にできる。更に、ドリリングヘツドが先端に取付
けられているから、穿孔過程で生じた岩粉或は土
砂粉は、ねじのリブによつて運びだされるが、小
さな摩擦抵抗なので穿孔で要する動力の消費を少
なくでき、少ない動力の消費で掘削したボロボロ
の岩石が円滑に運び出される。
[Effects of the invention] According to the invention, a thread having ribs uniformly over the entire length of the locking bolt is formed, so if a short locking bolt is required, it can be simply cut to the required length. , no other processing is required. In addition, by using a coupling nut, it is possible to add a thread without cutting the thread, making it easy to embed even a long excavation length. Furthermore, since the drilling head is attached to the tip, rock powder or dirt powder generated during the drilling process is carried away by the ribs of the screw, but the frictional resistance is small, reducing the power consumption required for drilling. This allows the excavated and battered rock to be smoothly transported with less power consumption.

これらの効果は、螺旋角度6°〜8°に選定された
リブを有するねじ山の溝部分とリブとの寸法割合
によつて得られ、ねじ込み時間が短縮し迅速に調
節を可能にし、そしてグラウト物質は、2本のロ
ツクボルトがカツプリングナツトで連結されてい
ても、一方のロツクボルトから、他のロツクボル
トへ溝経由で通過でき、このリブによる運搬の安
定性は、ねじの深さが、リブの高さより小さいこ
とで維持されている。
These effects are achieved by the dimensional ratio between the rib and the groove of the thread with ribs selected at a helical angle of 6° to 8°, which shortens screw-in time and allows rapid adjustment, and reduces grouting. Even when two lock bolts are connected by a coupling nut, substances can pass from one lock bolt to the other through the groove, and the stability of conveyance by this rib depends on the depth of the thread of the rib. It is maintained by being smaller than the height.

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

第1図は本考案に係る支保工用ロツクボルトの
一実施例を示す縦断側面図、第2図は先端に取付
けるドリルヘツドの斜視図、第3図はカツプリン
グナツトの断面図、第4図は本考案のロツクボル
トの使用状態を示す縦断側面図、第5図は縦断正
面図、第6図はねじの一部の拡大図、第7図は従
来のボルト本体の一例を示す図で、同図Aは側面
図、Bは平面図、CはA図のI−I′線断面図であ
る。 1……中空ボルト本体、2……注入孔、3……
左ねじ、3′……螺旋溝、5……ドリルヘツド、
6……連絡孔、7……排出口、8……ボーリング
チツプ、11……ナツト、12……リブ、12′
……弯曲溝。
Fig. 1 is a longitudinal side view showing one embodiment of the rock bolt for shoring according to the present invention, Fig. 2 is a perspective view of the drill head attached to the tip, Fig. 3 is a sectional view of the coupling nut, and Fig. 4 is the main body. FIG. 5 is a longitudinal sectional side view showing the state of use of the invented lock bolt, FIG. 5 is a longitudinal sectional front view, FIG. 6 is an enlarged view of a part of the screw, and FIG. 1 is a side view, B is a plan view, and C is a sectional view taken along the line I-I' of FIG. 1...Hollow bolt body, 2...Injection hole, 3...
Left-hand thread, 3'... spiral groove, 5... drill head,
6... Communication hole, 7... Discharge port, 8... Boring tip, 11... Nut, 12... Rib, 12'
...curved groove.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 中心部にグラウト又は高圧空気や高圧水の注入
孔を貫通して設け、外周の全長にわたり表面に円
弧状の弯曲溝を形成したリブを有するねじを形成
し、ねじの螺旋溝部分の幅がリブの幅の2乃至4
倍あつて、リブの幅が螺旋溝部分の深さにほぼ等
しく、リブの螺旋角度が6°乃至10°の中空ボルト
本体と、その先端にねじ込まれ、前記注入孔に連
絡する排出口を設けたドリルヘツドと、中空ボル
ト本体の末端にねじ込まれたナツトとから構成さ
れる支保工用ロツクボルト。
A screw with a grout, high-pressure air, or high-pressure water injection hole penetrated through the center, and a rib with an arcuate curved groove formed on the surface over the entire length of the outer periphery, and the width of the spiral groove part of the screw is the same as the rib. width of 2 to 4
A hollow bolt body with a rib width approximately equal to the depth of the helical groove portion and a helical angle of the ribs of 6° to 10°, and a discharge port that is screwed into the tip and communicates with the injection hole. A rock bolt for shoring consisting of a drill head and a nut screwed into the end of the hollow bolt body.
JP1986195587U 1986-12-19 1986-12-19 Expired - Lifetime JPH0545680Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1986195587U JPH0545680Y2 (en) 1986-12-19 1986-12-19

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1986195587U JPH0545680Y2 (en) 1986-12-19 1986-12-19

Publications (2)

Publication Number Publication Date
JPS63100600U JPS63100600U (en) 1988-06-30
JPH0545680Y2 true JPH0545680Y2 (en) 1993-11-24

Family

ID=31153610

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1986195587U Expired - Lifetime JPH0545680Y2 (en) 1986-12-19 1986-12-19

Country Status (1)

Country Link
JP (1) JPH0545680Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2694672B2 (en) * 1990-07-09 1997-12-24 大成建設株式会社 Rotational impact transmission lock bolt

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5428205A (en) * 1977-08-05 1979-03-02 Furukawa Electric Co Ltd:The Preventing device for oxidation of molten metal
JPS5531888B2 (en) * 1974-09-11 1980-08-21
JPS60192047A (en) * 1984-03-09 1985-09-30 新日本製鐵株式会社 Screw iron wire connection method and apparatus

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5531888U (en) * 1978-08-24 1980-02-29

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5531888B2 (en) * 1974-09-11 1980-08-21
JPS5428205A (en) * 1977-08-05 1979-03-02 Furukawa Electric Co Ltd:The Preventing device for oxidation of molten metal
JPS60192047A (en) * 1984-03-09 1985-09-30 新日本製鐵株式会社 Screw iron wire connection method and apparatus

Also Published As

Publication number Publication date
JPS63100600U (en) 1988-06-30

Similar Documents

Publication Publication Date Title
US5044832A (en) Method of and arrangement for setting anchors in loose rock ranging from cohesion-poor to non-cohesion rocks
JPS6059385B2 (en) Injection device for perforated joints
JP2002220829A (en) Concrete threaded pile, and manufacturing device and using method thereof
JPH0545680Y2 (en)
JP4603652B2 (en) The consolidation method of natural ground
SE0100915D0 (en) Procedure for reinforcing rock and soil masses and rock bolts for the practice of the process
JPH06316937A (en) Slope reinforcement anchor, and reinforcing method therewith
JPH04185819A (en) Reinforcing work of slope
JP2519849Y2 (en) Self-piercing lock bolt
JPH0745676Y2 (en) Ground reinforcement pipe
CN109629565A (en) Rapid reinforcement geotechnique threaded anchor rod and its application method
JP3411244B2 (en) Slope anchor bolts and slope construction method using slope anchor bolts
CN109056719A (en) It is a kind of to pierce formula steel tube for soil-nail with drill bit conversion attachment device
JPS63103200A (en) Method of support construction by lock bolt
CN106065596A (en) A kind of oblique steel pipe combines soil cement and forms the construction method of beaer
JP2544702B2 (en) Pipe rod construction method
JP3266588B2 (en) Rock bolt construction method
JP2006132218A (en) Joint structure, method of forming the same, and anchor body
JPH0449275Y2 (en)
JPH03257216A (en) Soil nail
KR100639561B1 (en) Rock Bolt
JP3929114B2 (en) Ground stabilization method and all screw lock bolt used in the method
KR970010503B1 (en) Apparatus for injecting ground hardening agent
JPH04323496A (en) Stabilizing method for working face and device thereof
JPH11140871A (en) Screwed-in type steel pipe pile with wing