JPS6117120Y2 - - Google Patents

Info

Publication number
JPS6117120Y2
JPS6117120Y2 JP8311781U JP8311781U JPS6117120Y2 JP S6117120 Y2 JPS6117120 Y2 JP S6117120Y2 JP 8311781 U JP8311781 U JP 8311781U JP 8311781 U JP8311781 U JP 8311781U JP S6117120 Y2 JPS6117120 Y2 JP S6117120Y2
Authority
JP
Japan
Prior art keywords
main body
reinforcing material
slit
distal end
reinforcing
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
Application number
JP8311781U
Other languages
Japanese (ja)
Other versions
JPS57197599U (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 JP8311781U priority Critical patent/JPS6117120Y2/ja
Publication of JPS57197599U publication Critical patent/JPS57197599U/ja
Application granted granted Critical
Publication of JPS6117120Y2 publication Critical patent/JPS6117120Y2/ja
Expired legal-status Critical Current

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  • Piles And Underground Anchors (AREA)

Description

【考案の詳細な説明】 本案は地山等における穿孔部に挿入され同穿孔
部周壁に圧着されて地山等を補強するように構成
された補強材の改良に係るものである。
[Detailed Description of the Invention] The present invention relates to an improvement of a reinforcing material configured to be inserted into a perforation in a ground or the like and press-fitted to the circumferential wall of the perforation to reinforce the ground or the like.

従来この種の補強材Aは第1図に示す如く母線
方向に一定幅のスリツトaを有し、先端部がテー
パ部bに形成され、基端部にストツパcを具えた
円筒状部材より構成され、第2図及び第3図に示
すように補強材Aの直径より小径の穿孔部B内に
打込まれ、前記スリツトaの存在によつて弾性的
に外側に拡開しようとする力で、補強材Aと穿孔
部Bの内周壁との間に摩擦力を生起せしめ、引抜
耐力を生起せしめるようにしていた。なお図中d
は補強材A本体に嵌装されたプレートである。
Conventionally, this type of reinforcing material A is composed of a cylindrical member having a slit a of a constant width in the generatrix direction, a tapered part b at the tip end, and a stopper c at the base end, as shown in Fig. 1. As shown in FIGS. 2 and 3, the reinforcing material A is driven into a perforation B having a smaller diameter than the diameter of the reinforcing material A, and is elastically expanded outward due to the presence of the slit a. A frictional force is generated between the reinforcing material A and the inner peripheral wall of the perforated portion B to generate a pull-out strength. Note that d in the figure
is a plate fitted to the main body of the reinforcing material A.

しかしながら前記従来の補強材においては、穿
孔部Bの内径が補強材Aの外径より大であると同
補強材Aの拡がりは生ぜず、穿孔部B内周壁との
間に摩擦力がないため非常に危険であり、使用で
きなかつた。また穿孔部Bの内周壁が荒れてしま
うと摩擦力が小さくなり使用することができなか
つた。更にまた摩擦力に頼るだけでは補強材の穿
孔部に対する碇着性についての信頼度が乏しく、
使用範囲が限定されていた。
However, in the conventional reinforcing material, if the inner diameter of the perforated part B is larger than the outer diameter of the reinforcing material A, the reinforcing material A does not spread, and there is no frictional force between it and the inner circumferential wall of the perforated part B. It was extremely dangerous and could not be used. Furthermore, if the inner circumferential wall of the perforated portion B became rough, the frictional force would be reduced and it could not be used. Furthermore, relying only on frictional force is not reliable in anchoring the reinforcing material to the perforated part.
The scope of use was limited.

本案はこのような欠点を除去するために提案さ
れたものであつて、基端部より先端部に至るに伴
つて直径が漸大され、且つ先端縁が軸線と斜交す
る傾斜面で切断された傾斜端縁部1aに形成され
た截頭円錐状体1の母線方向に沿つて、基端部よ
り先端部に至るに伴つて間隙の漸大されたスリツ
ト2を欠截してなることを特徴とする補強材に係
るものである。
The present invention was proposed to eliminate these drawbacks, and the diameter is gradually increased from the proximal end to the distal end, and the distal edge is cut with an inclined plane obliquely intersecting the axis. A slit 2 is cut out along the generatrix direction of the truncated cone-shaped body 1 formed in the inclined end portion 1a, the gap gradually increasing from the base end to the distal end. This relates to the characteristic reinforcing material.

図中3は前記本体1の基端部に嵌着された外周
面が球面状に形成されたストツパーである。
In the figure, numeral 3 denotes a stopper which is fitted onto the base end of the main body 1 and has a spherical outer peripheral surface.

本案に係る補強材によつて地山を補強する場
合、第5図に示すように本体1にモルタル4を填
装し、地山に設けた穿孔部5に打ち込み、または
挿入し、(第6図参照)本体1内に押込棒6を打
込みまたは挿入してモルタル5を本体1より押出
して穿孔部Bの内周壁に圧着して、同本体1を穿
孔部Bに碇着するものである。(第7図参照)な
お押込棒6はモルタル4が適度に硬化したのち撤
去してもよい。図中7はストツパ3を介して穿孔
部5の外周地盤に圧締されたプレートである。
When reinforcing the ground with the reinforcing material according to the present invention, as shown in FIG. (See figure) A push rod 6 is driven or inserted into the main body 1 to push out the mortar 5 from the main body 1 and press it against the inner circumferential wall of the perforated part B, thereby anchoring the main body 1 in the perforated part B. (See FIG. 7) Note that the push rod 6 may be removed after the mortar 4 has properly hardened. In the figure, numeral 7 denotes a plate that is clamped to the ground around the perforation 5 via the stopper 3.

本案に係る補強部材は前記したように、その本
体1が基端部から先端部に至るに伴つて直径の漸
大なる截頭円錐状に形成されているので、前記し
たように穿孔部5に挿入したとき、外側に拡開さ
れた直径の大きい本体1の先端部が穿孔部5の内
周壁面に圧着され、同壁面との間に摩擦を生じ、
穿孔部5内への挿入と同時に同部に碇着されるも
のである。なおこの際前記したようにモルタル4
の硬化材を併用し、同硬化材を本体1内に充填し
ておき、更に同本体1内に押込棒6を挿入または
打込むことによつて、硬化材を本体1と穿孔部5
内壁面との間に圧入充填することによつて、本体
1は同穿孔部5に確実に碇着されるものであり、
本案の補強材は穿孔部5の孔径に左右されること
なく碇着されるものであり、この際前記本体1は
先端部に至るに伴つて直径が漸大され、硬化材に
よつてスリツト2の収縮ができなくなるので、本
案の補強材の穿孔部5に対する碇着性能が更に向
上されるものである。
As described above, the reinforcing member according to the present invention is formed in the shape of a truncated cone whose diameter gradually increases from the base end to the distal end. When inserted, the tip of the main body 1, which has a large diameter and is expanded outward, is pressed against the inner circumferential wall surface of the perforated portion 5, causing friction with the wall surface.
It is inserted into the perforated part 5 and anchored there at the same time. At this time, as mentioned above, mortar 4
By using a hardening material in combination, filling the body 1 with the hardening material, and further inserting or driving the push rod 6 into the body 1, the hardening material is bonded to the body 1 and the perforated portion 5.
The main body 1 is reliably anchored in the perforated portion 5 by press-fitting between the inner wall surface and the inner wall surface.
The reinforcing material of the present invention is anchored without being affected by the hole diameter of the perforated part 5. At this time, the diameter of the main body 1 gradually increases as it reaches the tip, and the hardened material forms the slit 2. Since the reinforcing material of the present invention cannot be contracted, the anchoring performance of the reinforcing material to the perforated portion 5 is further improved.

また本案に係る補強材においては、前記本体1
の母線方向に沿つて設けられたスリツト2が先端
部に至るに伴つて幅が漸大されているので、硬化
材の填装された本体1に押入棒6を打込み、若し
くは挿入した場合、硬化材は幅の広いスリツト2
先端部から穿孔部5内に充填されてくるので、硬
化材の充填効率が向上するものである。
Furthermore, in the reinforcing material according to the present invention, the main body 1
Since the width of the slit 2, which is provided along the generatrix direction of the slit 2, gradually increases as it reaches the tip, when the pushing rod 6 is driven or inserted into the main body 1 loaded with hardening material, the hardening material will not be hardened. The material is wide slit 2
Since the hardening material is filled into the perforated portion 5 from the tip, the filling efficiency of the hardening material is improved.

またスリツト2は前記したように本体1の基端
部より先端部に至るに伴つて幅が漸大されている
ので、本体1内に硬化材を充填する際、前記スリ
ツト2よりエヤーが抜かれるので、硬化材の充填
材が容易に行なわれる。またスリツト2の基端部
の幅が狭くなつているので、本体1に充填された
硬化材が溢れ落ちることが少ない。更にこの際、
本体1の先端縁が本体1の軸線と斜交する傾斜面
で切断された傾斜端縁部1aに形成されていて、
本体1の開口端面の断面積が大きく構成されてい
ることによつて、硬化材の充填作業がより容易に
なるものである。
Furthermore, as described above, the width of the slit 2 gradually increases from the base end to the distal end of the main body 1, so when filling the hardening material into the main body 1, air is extracted from the slit 2. Therefore, filling of the hardening material is easily performed. Furthermore, since the width of the base end of the slit 2 is narrow, the hardening material filled in the main body 1 is less likely to overflow. Furthermore, at this time,
The leading edge of the main body 1 is formed into an inclined end edge 1a cut by an inclined surface obliquely intersecting the axis of the main body 1,
Since the cross-sectional area of the opening end surface of the main body 1 is configured to be large, the filling operation with the hardening material becomes easier.

なお前記本体1に打ち込みまたは挿入された押
込棒6は回収して再使用されるのみならず、押込
棒6として硬化鉄筋を使用して本体1内に埋殺す
ることによつて、地山の応力に対して補強しうる
ものである。
The push rod 6 that has been driven or inserted into the main body 1 is not only recovered and reused, but also hardened reinforcing bars can be used as the push rod 6 and buried in the main body 1 to improve the strength of the ground. It can be reinforced against stress.

また前記したように、本体1の基端部に配設さ
れたストツパー3の外周面を球面状とすることに
よつて、第8図に示すように、地山の起伏に即応
したプレート7の締付を行うことができる。
Furthermore, as described above, by making the outer peripheral surface of the stopper 3 disposed at the base end of the main body 1 spherical, the plate 7 can be easily adapted to the undulations of the ground, as shown in FIG. Can be tightened.

なお本案の補強材においては、本体1の先端部
を第9図に示すようにテーパ部1a′としてもよ
く、またストツパー3を本体1に嵌合溶接Wして
もよく、(第10図参照)、更に本体1の表面に凹
凸を附してもよく、更にまたストツパ3が本体1
の先端部より小径のときはストツパーリング8を
本体1に取付けて、同ストツパーリング8によつ
て本体1に嵌装されたプレート7を支持するもの
である。(第11図参照)更にまた硬化材を充填
したときに流失しないように、本体1の基端部に
栓9を嵌着する場合もある。(第12図参照) 本案に係る補強材は前記したように構造が簡単
で、地山穿孔部に対する碇着性能及び地山の補強
効果に優れ、操作が容易で量産に適し、経済的で
ある等、本案は多くの利点を有するものである。
In the reinforcing material of the present invention, the tip of the body 1 may be formed into a tapered portion 1a' as shown in FIG. 9, and the stopper 3 may be fitted and welded to the body 1 (see FIG. 10). ), the surface of the main body 1 may be provided with unevenness, and furthermore, the stopper 3 may be attached to the main body 1.
When the diameter is smaller than the tip of the main body 1, a stopper ring 8 is attached to the main body 1, and the plate 7 fitted to the main body 1 is supported by the stopper ring 8. (See FIG. 11) Furthermore, a plug 9 may be fitted to the base end of the main body 1 to prevent the hardening material from flowing out when filled. (See Figure 12) As mentioned above, the reinforcing material according to the present invention has a simple structure, has excellent anchoring performance in the perforated part of the ground, and a reinforcing effect on the ground, is easy to operate, is suitable for mass production, and is economical. This proposal has many advantages.

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

第1図は従来の硬化材の平面図、第2図及び第
3図はその使用状態を示す縦断面図並に横断平面
図、第4図は本案に係る硬化材の斜面図、第5図
乃至第7図は同補強材を使用した施工々程を示す
縦断面図、第8図は他の施工例を示す縦断面図、
第9図及び第10図は夫々本案に係る硬化材の他
の実施例を示す部分平面図、第11図は更に他の
実施例を示す平面図、第12図は更に他の実施例
を示す部分平面図である。 1……本体、1a……傾斜端縁部、2……スリ
ツト。
Figure 1 is a plan view of a conventional hardened material, Figures 2 and 3 are longitudinal cross-sectional views and cross-sectional plane views showing its usage, Figure 4 is an oblique view of the hardened material according to the present invention, and Figure 5. 7 to 7 are vertical cross-sectional views showing construction steps using the same reinforcing material, and FIG. 8 is a vertical cross-sectional view showing other construction examples.
9 and 10 are partial plan views showing other embodiments of the hardening material according to the present invention, FIG. 11 is a plan view showing still another embodiment, and FIG. 12 shows still another embodiment. FIG. 1...Main body, 1a...Slanted edge portion, 2...Slit.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 基端部より先端部に至るに伴つて直径が漸大さ
れ、且つ先端縁が軸線と斜交する傾斜面で切断さ
れた傾斜端縁部1aに形成された截頭円錐状体体
1の母線方向に沿つて、基端部より先端部に至る
に伴つて間隙の漸大されたスリツト2を欠截して
なることを特徴とする補強材。
The generatrix of the frusto-conical body 1 is formed at an inclined end portion 1a whose diameter gradually increases from the base end to the distal end, and where the distal end edge is cut by an inclined surface obliquely intersecting the axis. A reinforcing material characterized by having a slit 2 having a gap that gradually increases from the proximal end to the distal end along the direction.
JP8311781U 1981-06-08 1981-06-08 Expired JPS6117120Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8311781U JPS6117120Y2 (en) 1981-06-08 1981-06-08

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8311781U JPS6117120Y2 (en) 1981-06-08 1981-06-08

Publications (2)

Publication Number Publication Date
JPS57197599U JPS57197599U (en) 1982-12-15
JPS6117120Y2 true JPS6117120Y2 (en) 1986-05-26

Family

ID=29878562

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8311781U Expired JPS6117120Y2 (en) 1981-06-08 1981-06-08

Country Status (1)

Country Link
JP (1) JPS6117120Y2 (en)

Also Published As

Publication number Publication date
JPS57197599U (en) 1982-12-15

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