JPH0892963A - Stone-clad construction method within the legal frame - Google Patents
Stone-clad construction method within the legal frameInfo
- Publication number
- JPH0892963A JPH0892963A JP22800694A JP22800694A JPH0892963A JP H0892963 A JPH0892963 A JP H0892963A JP 22800694 A JP22800694 A JP 22800694A JP 22800694 A JP22800694 A JP 22800694A JP H0892963 A JPH0892963 A JP H0892963A
- Authority
- JP
- Japan
- Prior art keywords
- stone
- frame
- mortar
- stone block
- legal frame
- 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.)
- Granted
Links
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
(57)【要約】
【目的】 プレキャスト玉石張り板である石張りブロッ
クを張り付ける方法を採用することで、施工の安全性の
向上と工期短縮・工費低減を実現できるとともに、下地
処理として背面地山に貧配合モルタルを吹き付け、人力
整形することで、背面地山と石張りブロックの隙間を完
全に埋めることができ、しかも背面地山の排水も確保で
きる。
【構成】 格子状に配設した法枠1内にソイルセメント
3を所定の高さまで吹き付け、こて仕上げした後、石張
りブロック4をクレーン等で法面と平行になるように吊
り込み、法枠1内に収め、該石張りブロック4と法枠1
との間の目地6にモルタル8を充填する。
(57) [Abstract] [Purpose] By adopting the method of attaching the stone block, which is a precast cobblestone plate, it is possible to improve the safety of construction, shorten the construction period and reduce the construction cost, and at the same time, use the rear surface as a ground treatment. By spraying poorly mixed mortar on the mountain and shaping it manually, the gap between the back ground and the stone block can be completely filled, and drainage from the back ground can be secured. [Structure] Soil cement 3 is sprayed to a predetermined height in a grid-shaped method frame 1 and troweled, and a stone block 4 is hung by a crane or the like so as to be parallel to the method surface. Placed in the frame 1, the stone block 4 and the law frame 1
The joints 6 between and are filled with mortar 8.
Description
【0001】[0001]
【産業上の利用分野】本発明は、法面保護で、法枠を形
成し、この内部に石張りを行う法枠内石張り施工法に関
するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of constructing a stone in a legal frame in which a legal frame is formed and a stone is to be installed inside, for protection of the slope.
【0002】[0002]
【従来の技術】例えば、三群変成岩類(黒色変岩)を基
岩とする地すべりの多い地域における敷地造成工事(工
場用地)の切り取り斜面の法面保護工などでは、格子状
に配設した法枠内に玉石を張り込む枠内玉石張りが採用
されることがある。2. Description of the Related Art For example, in a slope protection work for cut-off slopes of site preparation work (plant site) in areas with many landslides where the Group 3 metamorphic rocks (black metamorphic rocks) are the base rocks, they are arranged in a grid pattern. In-frame boulder tensioning, in which boulders are stuck in the legal frame, may be adopted.
【0003】従来、かかる法枠内玉石張りは、現場打ち
やプレキャストで斜面に施工された法枠内に、コンクリ
ートによる練り積みで玉石を張り込むものであった。[0003] Conventionally, such a cobblestone in-the-flame method has been one in which a cobblestone is laid by kneading with concrete in a method frame which is constructed on a slope by in-situ casting or precasting.
【0004】[0004]
【発明が解決しようとする課題】このように法枠内に練
り積みで玉石を張り込むことは、作業効率面では、斜面
上での作業時間が多くなり、また、玉石、コンクリート
等重量物のクレーン作業が多くなるので非効率的であ
る。In this way, by putting the cobblestones by kneading in the legal frame, the work time on the slope becomes long in terms of work efficiency, and the weight of the cobblestones, concrete, etc. It is inefficient because it requires a lot of crane work.
【0005】安全面では、玉石、コンクリート等の材
料が斜面を落下する危険が多くなり、斜面上での人力
作業は労働環境が悪い上に作業員の転落に危険が大き
く、上下作業の禁止で作業時間(工期)が長くなる等
で問題がある。In terms of safety, there is a high risk that materials such as cobblestones and concrete will fall on the slope, and manual work on the slope has a bad working environment and the risk of workers falling down is great. There is a problem because work time (construction period) becomes long.
【0006】本発明の目的は前記従来例の不都合を解消
し、施工の安全性の向上と工期短縮・工費低減を実現で
きる法枠内石張り施工法を提供することにある。It is an object of the present invention to provide a stone-clad construction method in a legal frame which eliminates the inconveniences of the above-mentioned conventional examples and improves the safety of construction and shortens the construction period and reduces the construction cost.
【0007】[0007]
【課題を解決するための手段】本発明は前記目的を達成
するため、第1に、格子状に配設した法枠内にソイルセ
メントを所定の高さまで吹き付け、こて仕上げした後、
石張りブロックをクレーン等で法面と平行になるように
吊り込み、法枠内に収め、該石張りブロックと法枠との
間の目地にモルタルを充填すること、第2に、ソイルセ
メント吹き付け前に、加工した鉄筋を定規として法枠内
にセットすること、第3に、目地に充填するモルタル
は、先に目地に目地材を詰め、その上に充填すること、
第4に、石張りブロックには箱抜きで水抜きパイプ挿入
用の孔を形成しておき、該石張りブロック設置後、この
孔に水抜きパイプを挿入し、周囲の隙間にモルタルを充
填することを要旨とするものである。In order to achieve the above-mentioned object, the present invention firstly sprays soil cement up to a predetermined height in a method frame arranged in a lattice, and after trowel finishing,
Suspend the stone block so that it is parallel to the slope with a crane, store it in the slope frame, and fill the joint between the slope block and the slope frame with mortar. Second, spray cement cement. Before, set the processed rebar into the legal frame as a ruler, thirdly, for the mortar to fill the joint, first fill the joint with the joint material and then fill it.
Fourthly, a hole for inserting a water draining pipe is formed in the stone block by removing the box, and after the stone block is installed, the water draining pipe is inserted into this hole and the mortar is filled in the surrounding space. This is the summary.
【0008】[0008]
【作用】請求項1記載の本発明によれば、プレキャスト
玉石張り板である石張りブロックを張り付ける方法を採
用し、これにより作業時間を短縮し、安全性を向上させ
ることができる。According to the present invention as set forth in claim 1, a method of sticking a stone block, which is a precast cobblestone plate, is adopted, whereby the working time can be shortened and the safety can be improved.
【0009】また、下地処理として法枠内にソイルセメ
ントを所定の高さまで吹き付けるが、このように背面地
山に貧配合モルタルを吹き付け、人力整形することで、
石張りブロック設置後に通常のモルタルグラウトする場
合と比べてモルタルが十分行き渡らないようなおそれは
なく、背面地山の排水も確保でき、さらに、法枠にモル
タルが付着しても容易に拭き落とせる。[0009] Further, soil cement is sprayed to a predetermined height within the legal frame as a ground treatment, but by spraying poorly mixed mortar on the back ground in this way and manipulating it manually,
There is no risk that the mortar will not be fully spread compared to the case where normal mortar grout is installed after the stone block is installed, drainage of the back ground can be secured, and even if mortar adheres to the legal frame, it can be easily wiped off.
【0010】請求項2記載の本発明によれば、前記作用
に加えて、加工した鉄筋を定規として法枠内にセットす
ることでこの定規によりソイルセメント吹き付けの吹き
付け高さの目安とすることができる。According to the second aspect of the present invention, in addition to the above-mentioned action, by setting the processed rebar as a ruler in the legal frame, the ruler can be used as a standard for the spraying height of soil cement spraying. it can.
【0011】請求項3記載の本発明によれば、目地に充
填するモルタルの量を少なくすることができる。According to the third aspect of the present invention, the amount of mortar filled in the joint can be reduced.
【0012】請求項4記載の本発明によれば、予め水抜
きパイプ挿入用の孔を石張りブロックに箱抜きで形成し
ておくことで、後からでも水抜きパイプを簡単に設置す
ることができる。According to the fourth aspect of the present invention, the hole for inserting the water draining pipe is formed in advance in the stone block by removing the box, so that the water draining pipe can be easily installed later. it can.
【0013】[0013]
【実施例】以下、本発明の実施例を図面について詳細に
説明する。図1〜図3、図5、図6は本発明の法枠内石
張り施工法の各工程を示す縦断側面図、図4は第4工程
の平面図である。Embodiments of the present invention will now be described in detail with reference to the drawings. 1-3, FIG. 5, and FIG. 6 are vertical side views showing each step of the method of lining a stone in the method frame of the present invention, and FIG. 4 is a plan view of the fourth step.
【0014】図1において、1は格子状に配設した法枠
で、現場打ちもしくはプレキャストで形成する。このよ
うな法枠1内に端部を鉤型に曲げるように加工した鉄筋
をこの曲げ部を法枠1に掛けるようにして定規2として
セットする。In FIG. 1, reference numeral 1 is a method frame arranged in a lattice shape, which is formed by casting in situ or by precasting. Reinforcing rods whose ends are bent into a hook shape are set as rulers 2 in such a manner that the bent portions are hooked on the method frame 1.
【0015】次いで、図2に示すように下地処理とし
て、吹付機を用いて、ソイルセメント3(C=40kg/
m3)をこの定規2を基準として所定高さまで吹き付け、
定規2を外した後、こて仕上げを行う。Then, as shown in FIG. 2, as a ground treatment, a soil spray 3 (C = 40 kg /
m 3 ) is sprayed up to a predetermined height based on this ruler 2,
After removing ruler 2, trowel finish.
【0016】図3に示すように、15〜20cmの玉石4aを
厚さ20cmのコンクリート板4bの中に植え込むようにし
て配置して製品化した石張りブロック4をトラッククレ
ーン等で法面と平行になるように玉掛けワイヤー5を調
整して吊り込み、法枠1内に収める。As shown in FIG. 3, a stone block 4 manufactured by placing a cobblestone 4a of 15 to 20 cm in a concrete plate 4b of 20 cm in thickness is placed parallel to the slope with a truck crane or the like. The sling wire 5 is adjusted so as to be hung, and the sling wire 5 is hung and housed in the method frame 1.
【0017】このようにすると図4、図5に示すように
法枠1の内周と石張りブロック4の外周との間に目地6
となる隙間ができるが、この目地6の深さ約3cmの所に
プラスチックスポンジ等による目地材7を詰め、その目
地材7の上にモルタル8を充填する。In this way, as shown in FIGS. 4 and 5, joints 6 are formed between the inner circumference of the method frame 1 and the outer circumference of the stone-clad block 4.
The joint material 7 made of plastic sponge or the like is filled in the joint 6 at a depth of about 3 cm, and the mortar 8 is filled on the joint material 7.
【0018】このモルタル8の充填は、現場練りしたモ
ルタルを用いて人力で金コテで目地詰めするが、これ以
外にモルタルポンプを使用し、生コン工場で製造したモ
ルタル(1:3)を目地6の全体に圧送した後、人力で
金コテで目地整形と清掃をするようにしてもよい。The filling of this mortar 8 is performed by manually filling the joint with the iron trowel using the mortar kneaded on-site, but in addition to this, the mortar (1: 3) produced in the ready-mixed concrete factory is used by the mortar pump. After pressure-fed to the whole, the joint may be shaped and cleaned manually with a metal iron.
【0019】前記石張りブロック4には箱抜きで水抜き
パイプ挿入用の孔9を予め形成しておき、この石張りブ
ロック4の設置後、前記孔9に塩化ビニルパイプによる
水抜きパイプ10を挿入し、その周囲の隙間にモルタル11
を充填する。A hole 9 for inserting a water draining pipe is formed in advance in the stone-clad block 4 by removing the box, and after the stone-clad block 4 is installed, a water drain pipe 10 made of a vinyl chloride pipe is provided in the hole 9. Insert and mortar 11 in the gap around it
To fill.
【0020】なお、この水抜きパイプ10の先端の部分に
あたる所に吸出防止マット12を予め設置しておいてもよ
い。The suction-preventing mat 12 may be installed in advance at a position corresponding to the tip of the drainage pipe 10.
【0021】[0021]
【発明の効果】以上述べたように本発明の法枠内石張り
施工法は、プレキャスト玉石張り板である石張りブロッ
クを張り付ける方法を採用することで、施工の安全性の
向上と工期短縮・工費低減を実現できるとともに、下地
処理として背面地山に貧配合モルタルを吹き付け、人力
整形することで、背面地山と石張りブロックの隙間を完
全に埋めることができ、しかも背面地山の排水も確保で
きるものである。As described above, the method of lining a stone in a legal frame according to the present invention adopts a method of attaching a stone block, which is a precast cobblestone plate, to improve the safety of construction and shorten the construction period.・ It is possible to reduce the construction cost, and by spraying a poorly mixed mortar onto the back ground as a base treatment and shaping it manually, it is possible to completely fill the gap between the back ground and the stone block, and drain the back ground. Can be secured.
【図1】本発明の法枠内石張り施工法の第1工程を示す
縦断側面図である。FIG. 1 is a vertical cross-sectional side view showing a first step of a method for stone lining in a legal frame according to the present invention.
【図2】本発明の法枠内石張り施工法の第2工程を示す
縦断側面図である。FIG. 2 is a vertical cross-sectional side view showing a second step of the in-frame stone-clad construction method of the present invention.
【図3】本発明の法枠内石張り施工法の第3工程を示す
縦断側面図である。FIG. 3 is a vertical cross-sectional side view showing a third step of the in-frame stone-clad construction method of the present invention.
【図4】本発明の法枠内石張り施工法の第4工程を示す
平面図である。FIG. 4 is a plan view showing a fourth step of the method of constructing a stone in a legal frame according to the present invention.
【図5】本発明の法枠内石張り施工法の第4工程を示す
要部の縦断側面図である。FIG. 5 is a vertical cross-sectional side view of an essential part showing a fourth step of the method of constructing a stone in a legal frame of the present invention.
【図6】本発明の法枠内石張り施工法の第5工程を示す
縦断側面図である。FIG. 6 is a vertical cross-sectional side view showing a fifth step of the stone-clad in-frame construction method of the present invention.
1…法枠 2…定規 3…ソイルセメント 4…石張りブロッ
ク 4a…玉石 4b…コンクリー
ト板 5…玉掛けワイヤー 6…目地 7…目地材 8…モルタル 9…孔 10…水抜きパイプ 11…モルタル 12…吸出防止マッ
ト1 ... Law frame 2 ... Ruler 3 ... Soil cement 4 ... Stone-clad block 4a ... Cobblestone 4b ... Concrete plate 5 ... Sliding wire 6 ... Joint 7 ... Joint material 8 ... Mortar 9 ... Hole 10 ... Drain pipe 11 ... Mortar 12 ... Suction prevention mat
フロントページの続き (72)発明者 楠本 千賀志 広島県広島市中区中町6番13号 鹿島建設 株式会社広島支店内 (72)発明者 金川 隆行 広島県広島市中区中町6番13号 鹿島建設 株式会社広島支店内Front page continuation (72) Inventor Chikushi Kusumoto 6-13 Nakamachi, Naka-ku, Hiroshima-shi, Hiroshima Kashima Construction Co., Ltd. Hiroshima branch (72) Takayuki Kanagawa 6-13 Nakamachi, Naka-ku, Hiroshima-shi, Hiroshima Kashima Construction Co., Ltd. Company Hiroshima Branch
Claims (4)
トを所定の高さまで吹き付け、こて仕上げした後、石張
りブロックをクレーン等で法面と平行になるように吊り
込み、法枠内に収め、該石張りブロックと法枠との間の
目地にモルタルを充填することを特徴とする法枠内石張
り施工法。1. A method of spraying soil cement to a predetermined height in a lattice-shaped method frame, finishing with a trowel, and then suspending a stone block with a crane or the like so as to be parallel to the method surface. A method for constructing stone in a legal frame, characterized in that the joint between them is filled with mortar in the joint between the stone block and the legal frame.
鉄筋を定規として法枠内にセットする請求項1記載の法
枠内石張り施工法。2. The method for lining a stone in a legal frame according to claim 1, wherein the processed rebar is set as a ruler in the legal frame before spraying the soil cement.
目地材を詰め、その上に充填する請求項1または請求項
2記載の法枠内石張り施工法。3. The stone-clad construction method within the legal frame according to claim 1 or 2, wherein the mortar to be filled in the joints is first filled with the joint material and then is filled therewith.
プ挿入用の孔を形成しておき、該石張りブロック設置
後、この孔に水抜きパイプを挿入し、周囲の隙間にモル
タルを充填する請求項1ないし請求項3記載の法枠内石
張り施工法。4. A hole for inserting a drainage pipe is formed in a stone block by removing a box from the stone block, and after the stone block is installed, the drainage pipe is inserted into this hole and mortar is filled in the surrounding space. The method for constructing a stone in a legal frame according to claim 1 to claim 3.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP22800694A JP2829708B2 (en) | 1994-09-22 | 1994-09-22 | Stone-filled construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP22800694A JP2829708B2 (en) | 1994-09-22 | 1994-09-22 | Stone-filled construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0892963A true JPH0892963A (en) | 1996-04-09 |
| JP2829708B2 JP2829708B2 (en) | 1998-12-02 |
Family
ID=16869707
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP22800694A Expired - Fee Related JP2829708B2 (en) | 1994-09-22 | 1994-09-22 | Stone-filled construction method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2829708B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2017002662A (en) * | 2015-06-15 | 2017-01-05 | フリー工業株式会社 | Method for stabilizing slope and joint material used in the method |
-
1994
- 1994-09-22 JP JP22800694A patent/JP2829708B2/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2017002662A (en) * | 2015-06-15 | 2017-01-05 | フリー工業株式会社 | Method for stabilizing slope and joint material used in the method |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2829708B2 (en) | 1998-12-02 |
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| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |