JPS6310251B2 - - Google Patents
Info
- Publication number
- JPS6310251B2 JPS6310251B2 JP58000939A JP93983A JPS6310251B2 JP S6310251 B2 JPS6310251 B2 JP S6310251B2 JP 58000939 A JP58000939 A JP 58000939A JP 93983 A JP93983 A JP 93983A JP S6310251 B2 JPS6310251 B2 JP S6310251B2
- Authority
- JP
- Japan
- Prior art keywords
- slope
- frame
- cardboard
- hardening
- mortar
- 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
- 239000000463 material Substances 0.000 claims description 9
- 238000000034 method Methods 0.000 claims description 9
- 239000004570 mortar (masonry) Substances 0.000 claims description 7
- 238000010276 construction Methods 0.000 claims description 4
- 239000011378 shotcrete Substances 0.000 claims description 2
- 239000012530 fluid Substances 0.000 claims 1
- 239000004567 concrete Substances 0.000 description 6
- 238000009415 formwork Methods 0.000 description 4
- 230000003014 reinforcing effect Effects 0.000 description 4
- 238000005507 spraying Methods 0.000 description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000000123 paper Substances 0.000 description 2
- 230000035699 permeability Effects 0.000 description 2
- QNRATNLHPGXHMA-XZHTYLCXSA-N (r)-(6-ethoxyquinolin-4-yl)-[(2s,4s,5r)-5-ethyl-1-azabicyclo[2.2.2]octan-2-yl]methanol;hydrochloride Chemical compound Cl.C([C@H]([C@H](C1)CC)C2)CN1[C@@H]2[C@H](O)C1=CC=NC2=CC=C(OCC)C=C21 QNRATNLHPGXHMA-XZHTYLCXSA-N 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 229910003460 diamond Inorganic materials 0.000 description 1
- 239000010432 diamond Substances 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 230000000704 physical effect Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
- E02D17/202—Securing of slopes or inclines with flexible securing means
Description
【発明の詳細な説明】
本発明は道路、宅地または河川等に面した地山
法面の保護工法、特に法面に設けられる現場打ち
法枠の造成工法に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for protecting a slope of a mountain facing a road, residential area, river, etc., and particularly to a method for constructing a cast-in-place frame to be provided on a slope.
従来から地山法面の崩壊を防ぎ保護するために
各種の法面の保護工法が採用されてきたが、道路
法面、宅地法面あるいは河川の提体法面等におい
ては、モルタルまたはコンクリート等を吹付け打
設して地山法面に格子状の法枠を構成する法面の
保護工法が広く採用されている。この種の工法は
地山法面に型枠を格子状に組み、内部に補強筋あ
るいはフープ筋など配筋してモルタルあるいはコ
ンクリートを打設するものである。 Various slope protection methods have been used to prevent and protect mountain slopes from collapse, but for road slopes, residential slopes, river slopes, etc. A slope protection method in which a grid-like slope frame is constructed by spraying concrete on the slope of the ground is widely used. This type of construction method involves assembling formwork in a lattice pattern on the slope of the ground, arranging reinforcing bars or hoop bars inside, and pouring mortar or concrete.
この法枠造成について鉄板、プラスツク板、木
板等からなる枠体を用いる工法が一般的に知られ
ているが、モルタルあるいはコンクリート等の打
設施工後、枠体の解体除去が必要であり、一般に
足場の悪い法面における面倒な作業を要した。ま
た硬化材として低スランプのモルタルまたはコン
クリートを使用する関係から吹付けによる打設方
法が用いられているが、これらの型枠を用いると
打設の際型枠内に反撥ロスによるサンドポケツト
の発生、あるいは通気性が悪いため気泡が含まれ
たりして緻密なモルタルまたはコンクリートが期
待できなかつた。 Generally speaking, construction methods using frames made of iron plates, plastic plates, wooden boards, etc. are known for constructing this method, but the frames must be dismantled and removed after pouring mortar or concrete. This required tedious work on slopes with poor footing. In addition, the spraying method is used because low slump mortar or concrete is used as the hardening material, but when these forms are used, sand pockets occur in the formwork due to repulsion loss during pouring. Or, due to poor air permeability, air bubbles may be included, making it impossible to expect dense mortar or concrete.
菱形や矩形その他に金網を成型した枠体が現在
提案されている。この種の枠体は十分な通気性が
あるため反撥ロスの巻込み現象や気泡の問題は起
こらない。また法面に固定したまま埋め殺しにす
ることができ、脱型作業を要しない。しかし、素
材が金網であるため、型枠設置作業時、重量的な
ものも含めて資材小運搬に難点があり、特に高所
では作業性に問題があつた。また資材コストの点
でもやや高価であり、経済的に改善の余地があ
る。 Frames made of wire mesh in rhombic, rectangular, and other shapes are currently being proposed. Since this type of frame has sufficient air permeability, problems such as entrainment of repulsion loss and air bubbles do not occur. In addition, it can be buried while being fixed on the slope, and no demolding work is required. However, since the material is wire mesh, it is difficult to transport materials, including heavy ones, during formwork installation work, and there are problems with workability, especially at high places. It is also rather expensive in terms of material costs, and there is room for economic improvement.
本発明はこの金網による枠体の利点を損なわず
かつ、吹付け工法による物理的特性を失なわない
よう提案されるものであり、特殊加工された波型
状厚紙を多数枚重ね貼り合わせ、切断面に蜂の巣
状の小孔が現われる方向で所定の厚さに薄く切断
して製造された波型状厚紙を型枠体として用いて
いる。素材にかなりの強度があるため作業がやり
やすく軽量であるため枠組効率が良い。また、金
網よりコストも安価でもあり、本発明の目的はす
べて達成されたのである。 The present invention is proposed in a way that does not impair the advantages of the wire mesh frame and the physical properties achieved by the spraying method, and involves laminating and cutting a large number of specially processed corrugated cardboard sheets. The formwork is made of corrugated cardboard that is thinly cut to a predetermined thickness in the direction in which honeycomb-like small holes appear on the surface. The material is quite strong, making it easy to work with, and it is lightweight, making the framework efficient. Furthermore, it is less expensive than wire mesh, and all of the objects of the present invention have been achieved.
以下図面を用いて本発明による法枠造成工法の
実施例を詳細に説明する。 DESCRIPTION OF THE PREFERRED EMBODIMENTS Examples of the method for creating a slope according to the present invention will be described in detail below with reference to the drawings.
第1図は法枠造成の課程を説明するための図で
ある。第2図は枠体に用いられるダンボール材の
詳細を示す斜視図である。第3図は枠体の実施例
を示す斜視図である。 Figure 1 is a diagram for explaining the process of creating a legal framework. FIG. 2 is a perspective view showing details of the cardboard material used for the frame. FIG. 3 is a perspective view showing an embodiment of the frame.
複数個の枠体1を法表面に矩形または菱形にな
るように前後左右に所定間隔を保つて配設する。
枠体1はそれぞれ主アンカー3および補助アンカ
ー4によつて法面に確実に固定する。 A plurality of frames 1 are disposed on a legal surface in a rectangular or diamond shape at predetermined intervals in the front, rear, left and right directions.
The frame body 1 is securely fixed to the slope by main anchors 3 and auxiliary anchors 4, respectively.
枠体1,1方格の間隔部5に鉄筋6を複数本配
筋する。鉄筋6は枠体1,1方格に所定の接続具
(図示せず)を介して緊結固定するか地山法面2
に主アンカー3を介して固定する。 A plurality of reinforcing bars 6 are arranged in the frame body 1 and the space part 5 of one square. The reinforcing bars 6 are tightly fixed to the frame body 1, 1 square via predetermined connectors (not shown), or are attached to the ground slope 2.
It is fixed via the main anchor 3.
枠体1,1方格の間隔部5に低スランプのモル
タルまたは吹付けコンクリートを打設する。枠体
1はそのまま埋め殺しとし、法枠完成後も脱型を
要しない。法枠7で囲まれる部分には、在来工法
である植生袋緑化、厚層客土緑化工、または玉石
詰め、あるいはモルタル、コンクリート吹付け等
併用することにより法面の保護工事を完成する。 Low slump mortar or shotcrete is placed in the frame 1 and the space 5 of one square. Frame 1 can be left as is, and no removal from the mold is required even after the frame is completed. In the area surrounded by the slope frame 7, the slope protection work will be completed by using conventional construction methods such as vegetation bag greening, thick layered soil greening, cobblestone filling, mortar, concrete spraying, etc.
以下に枠体の構造について述べる。 The structure of the frame will be described below.
第2図において予じめ耐水処理を施したダンボ
ール紙1a,1b,1c……を内部の波状板の向
きを同一方向に揃えて合成糊等の接着剤を使用し
複数枚貼り合わせる。こうして貼り合わせて形成
されたダンボール材を切断面に蜂の巣状小孔が横
列になる方向、すなわち図上tの厚さに裁断す
る。tは実際の施行例では約15〜30mmである。枠
体角部は角金具等によつて接続され形成される。 In FIG. 2, a plurality of corrugated cardboard papers 1a, 1b, 1c, . . . , which have been subjected to waterproof treatment in advance, are pasted together using an adhesive such as synthetic glue, with the internal corrugated plates aligned in the same direction. The cardboard material thus pasted together is cut in a direction in which honeycomb-like small holes are arranged in horizontal rows on the cut surface, that is, to a thickness of t in the figure. t is approximately 15 to 30 mm in actual implementation. The corner portions of the frame are connected and formed using corner fittings or the like.
第1図は法枠造成の課程を示す図である。第2
図は枠体に用いられるダンボール材の詳細を示す
斜視図である。第3図は枠体の実施例を示す斜視
図である。
1……枠体、2……法面、3……主アンカー、
4……補助アンカー、5……間隔部、6……鉄
筋、7……法枠、1a,1b,1c……ダンボー
ル紙。
Figure 1 is a diagram showing the process of creating a legal framework. Second
The figure is a perspective view showing details of the cardboard material used for the frame. FIG. 3 is a perspective view showing an embodiment of the frame. 1... Frame, 2... Slope, 3... Main anchor,
4... Auxiliary anchor, 5... Spacing part, 6... Reinforcing bar, 7... Legal frame, 1a, 1b, 1c... Cardboard paper.
Claims (1)
おいて、ダンボール紙を多数枚重ねて貼り合わ
せ、切断面に蜂の巣状の小孔が現われる方向で所
定の厚さに薄く切断して製造されたダンボール材
を型枠体として配設し、前記型枠体間に吹付けモ
ルタルまたは吹付けコンクリート等の硬化性流動
体を現場打設し硬化させることからなる法枠の造
成工法。1 Corrugated cardboard manufactured by stacking multiple sheets of cardboard and pasting them together and cutting them thinly to a predetermined thickness in the direction in which small honeycomb-shaped holes appear on the cut surface, in the construction method of creating a slope in slope protection work. A method for constructing a legal framework, which comprises arranging materials as a form body, and pouring a hardening fluid such as sprayed mortar or shotcrete on-site between the form bodies and hardening it.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP93983A JPS59126823A (en) | 1983-01-07 | 1983-01-07 | Slope frame formation work for protection work of sloped ground |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP93983A JPS59126823A (en) | 1983-01-07 | 1983-01-07 | Slope frame formation work for protection work of sloped ground |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS59126823A JPS59126823A (en) | 1984-07-21 |
JPS6310251B2 true JPS6310251B2 (en) | 1988-03-04 |
Family
ID=11487639
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP93983A Granted JPS59126823A (en) | 1983-01-07 | 1983-01-07 | Slope frame formation work for protection work of sloped ground |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS59126823A (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0336589Y2 (en) * | 1986-03-06 | 1991-08-02 | ||
JP3049355B2 (en) * | 1998-08-25 | 2000-06-05 | 新日本製鐵株式会社 | Basket frame for revetment etc. |
KR100480533B1 (en) * | 2002-08-08 | 2005-04-06 | (주)에이텍엔지니어링 건축사사무소 | A Fast Adult Pad And A Concrete Block Adult Method |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS547506B2 (en) * | 1974-08-08 | 1979-04-07 | ||
JPS54131302A (en) * | 1978-04-01 | 1979-10-12 | Okabe Kk | Method of reinforcing construction of ground and height |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6115084Y2 (en) * | 1977-06-20 | 1986-05-10 |
-
1983
- 1983-01-07 JP JP93983A patent/JPS59126823A/en active Granted
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS547506B2 (en) * | 1974-08-08 | 1979-04-07 | ||
JPS54131302A (en) * | 1978-04-01 | 1979-10-12 | Okabe Kk | Method of reinforcing construction of ground and height |
Also Published As
Publication number | Publication date |
---|---|
JPS59126823A (en) | 1984-07-21 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP2118403B1 (en) | Recyclable formwork for forming a concrete structure | |
CA1145584A (en) | Concrete form system | |
JPS6310251B2 (en) | ||
JPS59158825A (en) | Placement of concrete with surface of stone masonry pattern | |
EP0866196A1 (en) | Shutters | |
US4683689A (en) | Modular reinforced building structure and method | |
US4040221A (en) | Load-bearing concrete members provided with moisture and damp proof | |
JPH0667545U (en) | Retaining wall structure | |
JP3025766B2 (en) | Non-demoldable concrete foundation for buildings, etc. | |
JP2563848B2 (en) | How to build a reinforced embankment | |
JPS6241822A (en) | Light-weight filling structure | |
JPS62174414A (en) | Cement plate having water-permeable function | |
JPH04330164A (en) | Method of constructing form for placing concrete | |
JPS6363692B2 (en) | ||
JPH04108914A (en) | Structure for reinforced banking body | |
JP3450800B2 (en) | Hollow masonry structural block and membrane sheet temporary frame method | |
JPS6145237Y2 (en) | ||
JPS62268413A (en) | Ground improving-reinforcing work using composite material | |
JPH07229148A (en) | Lightweight fill-up structure | |
JPH07292687A (en) | Foundation structure of building and construction method for foundation | |
JPS6133081Y2 (en) | ||
JPS6331615B2 (en) | ||
JPH0428729Y2 (en) | ||
JPH0654010B2 (en) | Embankment method using frame material | |
JPH03474B2 (en) |