JPS6328183B2 - - Google Patents
Info
- Publication number
- JPS6328183B2 JPS6328183B2 JP58086942A JP8694283A JPS6328183B2 JP S6328183 B2 JPS6328183 B2 JP S6328183B2 JP 58086942 A JP58086942 A JP 58086942A JP 8694283 A JP8694283 A JP 8694283A JP S6328183 B2 JPS6328183 B2 JP S6328183B2
- Authority
- JP
- Japan
- Prior art keywords
- frame
- frames
- constructing
- pins
- plates
- 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
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
- E02D17/202—Securing of slopes or inclines with flexible securing means
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Description
【発明の詳細な説明】
(産業上の利用分野)
この発明は地山法面の均しを不要とする法枠の
施工法、および法面の均しを不要とし型枠の設置
が容易な法枠の施工法に関するものである。[Detailed Description of the Invention] (Industrial Application Field) This invention provides a method for constructing a slope frame that does not require leveling of the slope surface, and a method for constructing a slope frame that does not require leveling the slope surface and allows easy installation of formwork. It concerns the method of constructing the legal framework.
(従来技術)
一般に道路、鉄道、堤防等の造成工事におい
て、地山表面、切土または盛土による法面の崩壊
を防止し、美観を保つことを目的とする法枠の施
工法が種々実施されている。(Prior art) In general, in construction work for roads, railways, embankments, etc., various methods of constructing slopes have been implemented with the aim of preserving the aesthetic appearance and preventing collapse of slopes due to ground surface, cutting, or embankment. ing.
通常、法枠の施工に際しては、切土、盛土にか
かわらず型枠と地山との間隙からコンクリート等
の充填材が流出しないように、最初に地山表面の
均しを行なう。 Normally, when constructing a slope, whether cutting or filling, the surface of the ground is leveled first to prevent fillers such as concrete from flowing out from the gap between the form and the ground.
均し作業は一般に容易とされているが、場所に
よつては困難で多くの手間を要することがある。 Leveling work is generally considered easy, but depending on the location, it can be difficult and require a lot of effort.
しかしながら、従来の法枠(プレキヤストコン
クリート部材によるもの、場所打ちコンクリート
によるもの、芝工によるもの等)では均し作業の
良否が直接施工の良否に関係するので、均し作業
を簡単に済ませることはできない。 However, with conventional legal frameworks (those using precast concrete members, cast-in-place concrete, turf work, etc.), the quality of the leveling work is directly related to the quality of the construction, so it is not possible to easily complete the leveling work. I can't.
従つて急斜面等における均し作業が困難な場所
では、施工性、安全性の面で問題が多い。 Therefore, in places where leveling work is difficult, such as on steep slopes, there are many problems in terms of workability and safety.
(発明の目的)
この発明は前記従来の問題点に鑑み案出された
もので、均し作業をほとんど不要とし、凹凸の多
い地盤にもそのまま施工可能な法枠の施工法、お
よび前記のほか複数の型枠(枠体)の設置を容易
とする法枠の施工法を提供することを目的とす
る。(Object of the Invention) This invention was devised in view of the above-mentioned conventional problems, and provides a method for constructing a slope frame that requires almost no leveling work and can be directly constructed even on uneven ground, and in addition to the above-mentioned methods. The purpose of the present invention is to provide a construction method for a legal framework that facilitates the installation of multiple formworks (frame bodies).
(発明の構成)
この発明にかかる一方の法枠の施工法は複数の
帯状の板材と複数のピンとからなり、各帯状の板
材は方形状の枠体の隅角部を構成するように中心
付近で直角に折り曲げられL型に形成され、前記
各板材の左右両端部に他の板材をピンを介して回
動可能に取付けて方形状の枠体を形成し、この方
形状の枠体を地山面に沿つて所定間隔をおき縦横
に設置し、前記枠体間に硬化材を充填して固結し
てあることを特徴とする。(Structure of the Invention) One method of constructing a legal frame according to the present invention consists of a plurality of strip-shaped plates and a plurality of pins, and each strip-shaped plate is arranged near the center so as to constitute a corner of a rectangular frame. The plates are bent at right angles to form an L-shape, and other plates are rotatably attached to the left and right ends of each plate via pins to form a rectangular frame. It is characterized in that the frames are installed vertically and horizontally at predetermined intervals along the surface, and a hardening material is filled between the frames and solidified.
またこの発明にかかる他方の法枠の施工法は前
記の法枠の施工法と同様に複数の帯状板材と複数
のピンとからなるが、その他の構成要素として略
逆U字状の連結具および該連結具と嵌合する係止
部を有するものである。すなわち前記枠体の外側
に係止部を設け、一方の枠体の係止部と他方の枠
体の係止部とを前記連結具により所定間隔離して
連結し、地盤と当接することを特徴とする。 The other method of constructing a legal frame according to the present invention is composed of a plurality of strip plates and a plurality of pins, similar to the method of constructing a legal frame described above, but other components include a substantially inverted U-shaped connector and a plurality of pins. It has a locking part that fits into the connector. That is, a locking part is provided on the outside of the frame, and the locking part of one frame and the locking part of the other frame are connected by the connecting tool while being separated by a predetermined distance, and are brought into contact with the ground. shall be.
(実施例)
以下、これらの発明を図面に示す実施例に基い
て説明する。(Examples) Hereinafter, these inventions will be explained based on examples shown in the drawings.
図面第1図から第4図までは、この発明にかか
る法枠の施工法に使用する枠体を示すものであ
る。図において符号1,1′は板材、2はピン、
3,3′は枠体を示す。 Drawings 1 to 4 show a frame body used in the construction method of a legal frame according to the present invention. In the figure, symbols 1 and 1' are plate materials, 2 is a pin,
3 and 3' indicate frames.
第1図は枠体3の一実施例である。 FIG. 1 shows one embodiment of the frame 3.
板材1は平行な二辺を有する帯形状であつて、
中心付近を直角に折り曲げてL型に形成する。前
記これらの板材1を4枚並べて方形状に枠組み
し、板材の左右両端部にピンを介して隣接する板
材1,1を回動可能に取付けて、枠体3を構成す
る。各板材1はピン2を支点として回動自在であ
るので、地盤面における均しがある程度凹凸を有
している場合であつても、地盤面に十分対応して
枠体3を設置することができる。 The plate material 1 has a band shape with two parallel sides,
Bend the area near the center at a right angle to form an L shape. The frame body 3 is constructed by arranging four of these plates 1 and forming a rectangular frame, and rotatably attaching adjacent plates 1, 1 to both left and right ends of the plates via pins. Since each board 1 is rotatable around the pin 2, even if the ground surface has some degree of unevenness, the frame 3 can be installed in a manner that corresponds sufficiently to the ground surface. can.
また枠体3を組立てる際に、隣接する板材1の
少なくとも一方の左右両端部に板材の長手方向に
沿つた長穴を穿設すれば、枠体3を容易に折畳む
ことができる。すなわち第2図に示すように相対
向する2つの支点(ピン)にて板材を反回転させ
コ字状とし、さらに第3図に示すように外側の板
材と板材との間に介在する内側の2枚を挿入すれ
ば、枠体を構成する一つの板材の形状であるL型
に折畳むことができる。 Furthermore, when assembling the frame 3, the frame 3 can be easily folded by drilling a long hole along the longitudinal direction of the plate at both left and right ends of at least one of the adjacent plates 1. In other words, as shown in Fig. 2, the plate is counter-rotated at two opposing fulcrums (pins) to form a U-shape, and as shown in Fig. 3, the inner plate interposed between the outer plate and the By inserting two sheets, it can be folded into an L shape, which is the shape of one plate that makes up the frame.
従つて運搬等に非常に便利であり、施工前に準
備・配置する際にも場所をとらない。 Therefore, it is very convenient for transportation, etc., and does not take up much space when preparing and arranging it before construction.
また前記板材1は薄鋼板、ネツト型枠材等で形
成するが、防水性の特殊な紙材などを用いること
もできる。 Further, the plate material 1 is formed of a thin steel plate, a net frame material, etc., but it is also possible to use a special waterproof paper material.
なお、以上の実施例ではL型に屈曲した板材1
を4枚用い、各板材の左右両端部にそれぞれ4つ
のピンを介して構成しているが、もちろんこれに
限ることなくさらに多くの節点を設けてもよい。
第4図はその一実施例を示したものである。 In addition, in the above embodiment, the plate material 1 is bent in an L shape.
Although four pins are used at both the left and right ends of each plate, the present invention is not limited to this, and more nodes may be provided.
FIG. 4 shows one embodiment thereof.
図面第5図から第9図までは、この発明にかか
る他の法枠の施工法に用いる枠体および連結具等
を示すものである。 Drawings 5 to 9 show frames, connectors, etc. used in another method of constructing a legal frame according to the present invention.
この発明は前記の法枠の施工法に比べ、係止部
4,5および連結具5,6を有していることを特
徴とする。すなわち、前記枠体3の外側四方に係
止部4,5を設け、双方の係止部4,4,5,5
に略逆U字状の連結具6,7を差し込んで隣接す
る各枠体3を所定間隔離して連結する。 This invention is characterized in that it has locking parts 4 and 5 and connectors 5 and 6 compared to the above-mentioned method of constructing a legal frame. That is, locking portions 4 and 5 are provided on four sides of the outer side of the frame 3, and both locking portions 4, 4, 5, 5
Approximately inverted U-shaped connectors 6 and 7 are inserted into the frame bodies 3 to connect adjacent frames 3 with a predetermined distance between them.
係止部の形状は第5図に示すように半円状に屈
曲した部分を有する板等を板材1に溶接またはリ
ベツト打ち等で止めてもよく、第6図に示すよう
に略円筒状に形成したものを前記ピン2にて支え
る構成としてもよい。その他には、例えば図示し
ないがリング状のものを用いることもできる。な
お係止部は合成樹脂等で形成すれば種々の形状に
形成することができる。 The shape of the locking part may be fixed to the plate material 1 by welding or riveting a plate or the like having a semicircular bent part as shown in FIG. 5, or a substantially cylindrical shape as shown in FIG. The formed structure may be supported by the pin 2. In addition, for example, a ring-shaped member (not shown) may also be used. Note that the locking portion can be formed into various shapes if it is made of synthetic resin or the like.
また連結具は第9図に示すようにアンカーを兼
ねた構成として用いてもよい。 The connector may also be used as an anchor as shown in FIG. 9.
上記のように構成した方形状の枠体を地山面に
沿つて所定間隔離し複数設置し、これら枠体間に
コンクリート・モルタル等の硬化材を流し込み、
第10図に示すような法枠を構築する。 A plurality of rectangular frames configured as described above are installed at predetermined intervals along the ground surface, and a hardening material such as concrete or mortar is poured between these frames.
A legal frame as shown in FIG. 10 is constructed.
なお、硬化材充填後、枠体等は取外してもよ
く、枠体内側面に硬化材を吹付けて埋殺しとして
もよい。施工後に枠体を取外す際には、ピンを合
成樹脂等で形成し、枠体と係止部とが簡単に外れ
るようにすれば作業が容易となる。 Note that after filling the hardening material, the frame body etc. may be removed, or the hardening material may be sprayed onto the side surface of the frame body to bury it. When removing the frame after construction, the work will be facilitated if the pins are made of synthetic resin or the like so that the frame and the locking portion can be easily removed.
(発明の効果)
この発明にかかる一方の法枠の施工法に用いる
枠体は、ピンを介して回動可能に取付けた板材か
ら構成されており、地盤の凹凸に沿つて枠体を設
置することができる。従つて均し作業が不要とな
り、例えば急斜面における法枠施工作業も簡略化
され容易になるばかりでなく、安全性も著しく向
上する。さらに枠体は折畳み可能であるので、運
搬等に非常に便利であり、準備・配置する際にも
場所をとらない。(Effect of the invention) The frame used in one method of constructing a legal frame according to the present invention is composed of plates rotatably attached via pins, and the frame is installed along the unevenness of the ground. be able to. Therefore, there is no need for leveling work, and for example, the work of constructing a slope on a steep slope is not only simplified and facilitated, but also safety is significantly improved. Furthermore, since the frame is foldable, it is very convenient for transportation, etc., and does not take up much space when preparing and arranging it.
また、この発明にかかる他方の法枠の施工法
は、型枠を構成する各枠体の外側に係止部を形成
し、これらの係止部に連結具を嵌合して隣接する
枠体を連結している。従つて法面積が広く多数の
枠体を必要とする場合や、急斜面の造成地を施工
する場合にも、複数の枠体を確実に設置すること
ができる。また、連結具により隣接する枠体との
所定間隔を均一に保持できるので全体の美観を損
うこともない。 In addition, the other method of constructing a legal framework according to the present invention is to form locking portions on the outside of each frame body constituting the formwork, and to fit connectors into these locking portions to connect adjacent frame bodies. are connected. Therefore, even when the slope area is large and a large number of frames are required, or when constructing a site with a steep slope, a plurality of frames can be reliably installed. Furthermore, since the connector allows a predetermined distance between adjacent frames to be maintained uniformly, the overall aesthetic appearance is not spoiled.
第1図から第4図まではこの発明にかかる一方
の法枠の施工法に使用する枠体の実施例を示すも
ので、第1図は一実施例の全体図、第2図・第3
図は第1図の枠体を折畳んだ状態を示す概略図、
第4図は他の実施例を示す全体図である。また第
5図から第9図まではこの発明にかかる他方の法
枠の施工法に用いる枠体、および連結具等を示す
もので、第5図は係合部の一実施例、第6図は同
じく係合部で他の実施例の部分拡大図、第7図は
枠体の設置状態を示す概略図、第8図および第9
図は係合部と連結具との嵌合状態を示す部分拡大
図、なお第10図は前記これらの発明により構築
した法枠の概略図である。
1,1′……板材、2……ピン、3,3′……枠
体、4,5……係止部、6,7……連結具。
Figures 1 to 4 show an embodiment of a frame used in one method of constructing a slope according to the present invention. Figure 1 is an overall view of one embodiment, Figures 2 and 3 are
The figure is a schematic diagram showing the frame shown in Figure 1 in a folded state;
FIG. 4 is an overall view showing another embodiment. Moreover, FIGS. 5 to 9 show the frame body, connectors, etc. used in the other method of constructing the legal frame according to the present invention, and FIG. 5 shows an example of the engaging part, and FIG. 7 is a partial enlarged view of another embodiment of the engaging part, FIG. 7 is a schematic diagram showing the installation state of the frame, and FIGS. 8 and 9 are
The figure is a partially enlarged view showing the fitted state of the engaging portion and the connector, and FIG. 10 is a schematic diagram of the legal frame constructed according to the above-mentioned inventions. 1, 1'... Plate material, 2... Pin, 3, 3'... Frame body, 4, 5... Locking part, 6, 7... Connector.
Claims (1)
各帯状の板材は方形状の枠体の隅角部を構成する
ように中心付近で直角に折り曲げられL型に形成
され、前記各板材の左右両端部に他の板材をピン
を介して回動可能に取付けて方形状の枠体を形成
し、この方形状の枠体を地山面に沿つて所定間隔
をおき縦横に設置し、前記枠体間に硬化材を充填
して固結してあることを特徴とする法枠の施工
法。 2 複数の帯状の板材と複数のピンとからなり、
各帯状の板材は方形状の枠体の隅角部を構成する
ように中心付近で直角に折り曲げられL型に形成
されたものを少くとも含み、前記各板材の左右両
端部に他の板材をピンを介して回動可能に取付け
て方形状の枠体を複数形成し、前記枠体の外側に
連結具と嵌合する係止部を設け、一方の枠体の係
止部と他方の枠体の係止部とを略逆U字状の連結
具により所定間隔離して連結した複数の枠体を地
山法面に沿つて縦横に設置し、前記枠体間に硬化
材を充填して固結してあることを特徴とする法枠
の施工法。[Claims] 1. Consisting of a plurality of strip-shaped plates and a plurality of pins,
Each strip-shaped plate is bent at right angles near the center to form a corner of a rectangular frame, forming an L-shape, and other plates are attached to the left and right ends of each plate by means of pins. The square frames are installed horizontally and vertically at predetermined intervals along the ground surface, and hardening material is filled between the frames and solidified. A method of constructing a legal framework characterized by the following. 2 Consisting of multiple strip-shaped plates and multiple pins,
Each strip-shaped plate includes at least one that is bent at a right angle near the center to form an L-shape so as to form a corner of a rectangular frame, and other plates are attached to both left and right ends of each plate. A plurality of rectangular frame bodies are formed by attaching the frame bodies rotatably via pins, and a locking part that fits with the connector is provided on the outside of the frame body, and the locking part of one frame body is connected to the other frame body. A plurality of frames connected to the locking part of the body with a predetermined distance separated by a substantially inverted U-shaped connector are installed vertically and horizontally along the slope of the ground, and a hardening material is filled between the frames. A method of constructing a legal framework characterized by solidification.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8694283A JPS59213818A (en) | 1983-05-18 | 1983-05-18 | Slope frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8694283A JPS59213818A (en) | 1983-05-18 | 1983-05-18 | Slope frame |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS59213818A JPS59213818A (en) | 1984-12-03 |
| JPS6328183B2 true JPS6328183B2 (en) | 1988-06-07 |
Family
ID=13900921
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP8694283A Granted JPS59213818A (en) | 1983-05-18 | 1983-05-18 | Slope frame |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS59213818A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6225619A (en) * | 1985-07-25 | 1987-02-03 | Furii Kogyo Kk | Slope protection frame |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5214344U (en) * | 1975-07-18 | 1977-02-01 | ||
| JPS5337447Y2 (en) * | 1975-08-07 | 1978-09-11 | ||
| JPS5251709A (en) * | 1975-10-21 | 1977-04-25 | Raito Kougiyou Kk | Method of reinforcing bedrock |
| JPS6115084Y2 (en) * | 1977-06-20 | 1986-05-10 | ||
| JPS605092Y2 (en) * | 1978-04-25 | 1985-02-15 | 岡部株式会社 | Core formwork for concrete structure construction |
| JPS625086Y2 (en) * | 1978-06-20 | 1987-02-05 |
-
1983
- 1983-05-18 JP JP8694283A patent/JPS59213818A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS59213818A (en) | 1984-12-03 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JPS6328183B2 (en) | ||
| JP3251698B2 (en) | Tunnel lining element and tunnel construction method using the same | |
| JP2939499B2 (en) | Precast concrete panel and manufacturing method thereof | |
| JPH0421874Y2 (en) | ||
| GB2162560A (en) | Swimming pool construction | |
| JPS6312987B2 (en) | ||
| JP2743003B2 (en) | Recessed formwork equipment for concrete formwork construction and its construction method. | |
| JPS5856265Y2 (en) | Reinforcement structure unit | |
| JPH072690Y2 (en) | Retaining wall and retaining wall molding frame | |
| JP3810889B2 (en) | Construction method of main body wall | |
| JPH0545744B2 (en) | ||
| JPH0356568Y2 (en) | ||
| JPH0380214B2 (en) | ||
| JPH0211477Y2 (en) | ||
| JPH0355638Y2 (en) | ||
| JPS644920Y2 (en) | ||
| JPH0218088Y2 (en) | ||
| JPS6312191Y2 (en) | ||
| JP2500665Y2 (en) | Formwork device for slope protection | |
| JPS59114313A (en) | Construction of prestressed concrete floor panel in road bridge | |
| JPH067075Y2 (en) | Building foundation | |
| JPH0830336B2 (en) | Column row underground wall construction method and stress bearing material used for it | |
| JPH026096Y2 (en) | ||
| JPH02311614A (en) | Sand ground improving pile | |
| JPS5819815B2 (en) | Yamahokiyoukohou |