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JPS5929735B2 - Slope surface lath spacer ring - Google Patents
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JPS5929735B2 - Slope surface lath spacer ring - Google Patents

Slope surface lath spacer ring

Info

Publication number
JPS5929735B2
JPS5929735B2 JP17223779A JP17223779A JPS5929735B2 JP S5929735 B2 JPS5929735 B2 JP S5929735B2 JP 17223779 A JP17223779 A JP 17223779A JP 17223779 A JP17223779 A JP 17223779A JP S5929735 B2 JPS5929735 B2 JP S5929735B2
Authority
JP
Japan
Prior art keywords
lath
ring
slope
spacer ring
groove
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
JP17223779A
Other languages
Japanese (ja)
Other versions
JPS5693924A (en
Inventor
隆志 山中
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.)
Raito Kogyo Co Ltd
Original Assignee
Raito Kogyo 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 Raito Kogyo Co Ltd filed Critical Raito Kogyo Co Ltd
Priority to JP17223779A priority Critical patent/JPS5929735B2/en
Publication of JPS5693924A publication Critical patent/JPS5693924A/en
Publication of JPS5929735B2 publication Critical patent/JPS5929735B2/en
Expired legal-status Critical Current

Links

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Description

【発明の詳細な説明】 この発明は、モルタルやコンクリートの吹付等によるの
り面補強工事において、モルタルやコンクリートの心材
となるラスに取り付けるのり面ラススペーサーリングに
関するものであり、その目的は、ラスをのり面より一定
寸法に浮上した状態で固定することにある。
[Detailed Description of the Invention] The present invention relates to a slope lath spacer ring that is attached to lath, which is the core material of mortar or concrete, in slope reinforcement work by spraying mortar or concrete. It is fixed in a state where it floats to a certain size above the slope.

のり面補強工事は、他のコンクリート工事と違い、型枠
を必要とせずに地形の凹凸に応じて直接に補強材のモル
タルやコンクリートを打ち込むので、のり面補強工事の
心材とするラスは、のり面の突角部ではのり面に近づき
、のり面の凹部では必要以上に浮き上り、また、のり面
の軟弱な所では土中に埋没してしまい、このようなのり
面にモルタルやコンクリートを吹き付ける場合には、の
り面の凹部は厚く、突角部では薄い補強層きなり、のり
面補強材の剥離、亀裂等が生じ、仕上り、外観も不良上
なる欠点があった。
Unlike other concrete works, slope reinforcement work does not require formwork and the reinforcing materials such as mortar and concrete are poured directly according to the unevenness of the terrain, so the lath used as the core material for slope reinforcement work is made of glue. When spraying mortar or concrete on such slopes, the material approaches the slope at the protruding corners of the slope, rises more than necessary at the concave portions of the slope, and buries into the soil where the slope is soft. However, the concave portions of the slope are thick, the reinforcing layer is thin at the protruding corners, the reinforcing layer is thin, the slope surface reinforcing material peels off, cracks, etc. occur, and the finish and appearance are poor.

このような欠点を改良するものとして、ラスをとめる釘
をのり面に打ち込み、ラスをこの釘に細い打金等で緊縛
したり、コンクリート片、小石等をラスの下に敷いたり
する方式が行なわれてきたが、この従来法では作業に要
する工数が多く、のり面の凹凸が激しい個所や急勾配の
個所等ではラスに作業者の体重が加わることもあって、
ラスをのり面から一定の高さに張り付けることは困難で
あった。
In order to improve these defects, methods have been used, such as driving nails to hold the lath into the slope surface and tying the lath to the nails with thin hammers, or placing pieces of concrete, pebbles, etc. under the lath. However, this conventional method requires a large number of man-hours to perform the work, and the worker's weight may be applied to the lath in places where the slope is extremely uneven or steeply sloped.
It was difficult to attach the lath to a certain height from the slope.

本発明は、上記従来工法の欠点を著しく改善する、それ
は上記ののり面ラススペーサーリングを提供するこさに
あり、以下添付図面に図示した本発明実施例に関連して
、本発明の特徴をさらに詳細に説明する。
The present invention significantly improves the drawbacks of the conventional method described above, and it lies in providing the above-mentioned slope lath spacer ring. Explain in detail.

第1図から明らかなように、こののり面スペーサーリン
グはモルタル、コンクリート等の吹付は厚さにほぼ等し
い円筒状の高さhをもち、壁面に粒状突起10のあるリ
ング1に、所要数のラス導入切欠き溝2を底辺から所要
高さ、通常は約1/2の高さまで設け、さらにその先を
リング底面にほぼ水平に切欠いてラス保持溝3を形成し
て端末を狭くしたラス嵌入凹部9を設けたものである。
As is clear from FIG. 1, this spacer ring has a cylindrical height h that is approximately equal to the thickness of the sprayed mortar, concrete, etc. A lath insertion notch 2 is provided from the bottom to the required height, usually about 1/2 of the height, and the tip is cut out almost horizontally on the bottom of the ring to form a lath holding groove 3 to narrow the end. A recess 9 is provided.

このラス導入切欠き溝2は、第1図のように底辺から斜
めに延びるものであっても、あるいは真直ぐ上に延びて
ラス保持溝とともに逆り字形または丁字形をなすもので
あってもよい。
This lath introduction notch groove 2 may extend diagonally from the bottom as shown in FIG. 1, or may extend straight upward to form an inverted or T-shaped shape together with the lath holding groove. .

このスペーサーリング1の底面には、リング1の設置を
助け、かつリング1が地中に埋設するのを防ぐために所
要数の接地盤4が固着されており、リング壁面へは補強
材等の付着を促進させる粒状突起10を配している。
A required number of grounding plates 4 are fixed to the bottom of the spacer ring 1 in order to assist in the installation of the ring 1 and to prevent the ring 1 from being buried underground. Granular protrusions 10 are arranged to promote this.

リング壁面は、また粒状突起10の代りに多数の孔を形
成したものであつてもよい。
The ring wall may also have a number of holes instead of the granular protrusions 10.

本発明のスペーサーリング1を使用するのり面補強工事
を第2図によって説明すると、のり面5に張られたラス
6の交点近くに、本考案のスペーサーリング1を被せ、
リング1を回動させて、ラス6を形成する針金の一端を
針めに伸びるラス導入切欠き溝2からラス保持溝3のラ
ス嵌入凹部9へ導入嵌着させて回動不能な状態とし、カ
ギ形の釘7をリング1の中からのり面5に打ち込んでリ
ング1を固定する。
The slope reinforcement work using the spacer ring 1 of the present invention will be explained with reference to FIG. 2. The spacer ring 1 of the present invention is placed near the intersection of the laths 6 stretched on the slope surface 5,
By rotating the ring 1, one end of the wire forming the lath 6 is introduced and fitted into the lath fitting recess 9 of the lath holding groove 3 from the lath introduction notch groove 2 extending like the needle, so that it cannot be rotated, The ring 1 is fixed by driving a hook-shaped nail 7 into the slope 5 from inside the ring 1.

こうすることにより、ラス6はのり面より一定寸法だけ
浮き上がった状態で、すなわちのり面5の凹凸に沿って
のり面5と平行して取り付けられることになる。
By doing this, the lath 6 is mounted in a state where it is raised by a certain amount from the slope surface, that is, parallel to the slope surface 5 along the unevenness of the slope surface 5.

その後、モルタルまたはコンクリートを吹き付けてのり
面を補強する。
The slope is then reinforced by spraying mortar or concrete.

リング1の高さをモルタル等の吹付は厚さに合わせてお
けば、モルタル等の吹付は厚さを確実にコントロールす
ることができるので、常に一定厚さの吹付は層が形成さ
れる。
By adjusting the height of the ring 1 to match the thickness of the sprayed mortar, etc., the thickness of the sprayed mortar can be reliably controlled, so that a layer of constant thickness is always formed.

また、スペーサーリングにおいては、心材となるラス6
がリンク1のラス保持溝3の端末に位置するラス嵌入凹
部9に導入嵌着されるためラスの脱落がない。
In addition, in spacer rings, lath 6 is used as the core material.
Since the lath is introduced and fitted into the lath fitting recess 9 located at the end of the lath holding groove 3 of the link 1, the lath does not fall off.

また、補強材吹付けの後のラスは吹付層の一定位置に固
定埋設されるので、のり面補強材のモルタルやコンクリ
ートがずり落ちる心配がない等のすぐれた効果がある。
Furthermore, since the lath after spraying the reinforcing material is fixed and buried at a fixed position in the sprayed layer, there are excellent effects such as there is no fear that the mortar or concrete of the slope reinforcing material will slip off.

なお、リング1の高さおよび径、ラス嵌入凹部9ラス保
持溝の位置および数などは、補強層の厚さ、ラス張付位
置等に応じて適宜決定すればよい。
The height and diameter of the ring 1, the position and number of the lath holding grooves in the lath fitting recess 9, etc. may be appropriately determined depending on the thickness of the reinforcing layer, the lath attachment position, etc.

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

第1図は本発明ののり面ラススペーサーリングの斜視図
、第2図はこのスペーサーリングを使用したのり面補強
工事の実施例である。 1・・・・・・リング、2・・・・・・ラス導入切欠き
溝、3・・・・・・ラス保持溝、4・・・・・・接地盤
、5・・・・・・のり面、6・・・・・・ラス、7・・
・・・・釘、8・・・・・・補強材層、9・・・・・・
ラス嵌入凹部、10・・・・・・粒状突起。
FIG. 1 is a perspective view of the slope surface lath spacer ring of the present invention, and FIG. 2 is an example of slope surface reinforcement work using this spacer ring. 1... Ring, 2... Lath introduction notch groove, 3... Lath holding groove, 4... Grounding plate, 5... Slope, 6...Last, 7...
...Nail, 8...Reinforcement layer, 9...
Lath fitting recess, 10... granular protrusions.

Claims (1)

【特許請求の範囲】 1 帯状リングのリング壁底部から上方に向けて切り欠
かれたラス導入切欠き溝およびにれに続いてリング底面
にほぼ平行に切り欠かれ、その末端がラス嵌入凹部とな
ったラス保持溝を複数有し、かつ該リング底面に接地盤
を所要数有することを特徴とするのり面ラススペーサー
リング。 2 帯状リングのリング壁に粒状突起が多数配されてい
る特許請求の範囲第1項記載ののり面ラススペーサーリ
ング。
[Scope of Claims] 1 Following the lath introduction notch groove and groove cut upward from the bottom of the ring wall of the band-shaped ring, the groove is cut out approximately parallel to the ring bottom surface, and the end thereof is a lath insertion recess. What is claimed is: 1. A slope lath spacer ring having a plurality of lath holding grooves with a flat surface, and a required number of grounding plates on the bottom surface of the ring. 2. The groove surface lath spacer ring according to claim 1, wherein a large number of granular protrusions are arranged on the ring wall of the belt-shaped ring.
JP17223779A 1979-12-28 1979-12-28 Slope surface lath spacer ring Expired JPS5929735B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17223779A JPS5929735B2 (en) 1979-12-28 1979-12-28 Slope surface lath spacer ring

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17223779A JPS5929735B2 (en) 1979-12-28 1979-12-28 Slope surface lath spacer ring

Publications (2)

Publication Number Publication Date
JPS5693924A JPS5693924A (en) 1981-07-29
JPS5929735B2 true JPS5929735B2 (en) 1984-07-23

Family

ID=15938150

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17223779A Expired JPS5929735B2 (en) 1979-12-28 1979-12-28 Slope surface lath spacer ring

Country Status (1)

Country Link
JP (1) JPS5929735B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0450442U (en) * 1990-08-30 1992-04-28
JP4951446B2 (en) * 2007-08-31 2012-06-13 アルプス電気株式会社 Push switch device

Also Published As

Publication number Publication date
JPS5693924A (en) 1981-07-29

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