JPH07103573B2 - Construction method of the legal framework - Google Patents
Construction method of the legal frameworkInfo
- Publication number
- JPH07103573B2 JPH07103573B2 JP1302540A JP30254089A JPH07103573B2 JP H07103573 B2 JPH07103573 B2 JP H07103573B2 JP 1302540 A JP1302540 A JP 1302540A JP 30254089 A JP30254089 A JP 30254089A JP H07103573 B2 JPH07103573 B2 JP H07103573B2
- Authority
- JP
- Japan
- Prior art keywords
- slope
- receiving structure
- pressure receiving
- pressure
- concrete
- 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 - Fee Related
Links
Landscapes
- 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〕 本発明は法面の崩壊を防ぐ為、法面上にその全面にわた
って法枠を構築する為の法枠の施工方法に関するもので
ある。TECHNICAL FIELD The present invention relates to a method of constructing a law frame for constructing a law frame over the entire slope in order to prevent the slope from collapsing.
一般に傾斜地を切り開いて造成された宅地造成地や道路
に面する法面には、法面の崩壊を防ぐ為、法枠が法面全
面にわたり格子状に鉄筋コンクリート構造によって構築
されている。Generally, on the slopes facing the roads and roads that have been constructed by cutting open sloping land, slopes are constructed in a grid-like reinforced concrete structure to prevent the slopes from collapsing.
本出願人もこの種の法枠の施工方法について種々開発
し、幾つも出願している。The present applicant has also developed various methods for applying this type of legal framework and has filed several applications.
ところで、この種の法枠は法面上に単に構築しただけで
は法面の崩壊を確実に防止することができない為、法枠
の各交差する部分はグランドアンカーによって地盤に強
固に固定されている。By the way, since this kind of slope cannot be surely prevented from collapsing simply by constructing it on the slope, each intersecting part of the slope is firmly fixed to the ground by a ground anchor. .
しかも、法枠が法面に一体的に固定されるようにグラン
ドアンカーにテンションを導入することにより受圧構造
体に法面を強く押し付けるようなプレストレスが導入さ
れている。Moreover, by introducing tension into the ground anchor so that the slope frame is integrally fixed to the slope, prestress is introduced to press the slope strongly against the pressure receiving structure.
したがって、法枠は法枠の交差する部分を支点とし、地
盤反力が等分布荷重として作用する連続梁と見なすこと
ができ、第10図に図示するような曲げモーメントが生ず
る。Therefore, the legal frame can be regarded as a continuous beam in which the ground reaction force acts as an evenly distributed load with the intersection of the legal frames as a fulcrum, and a bending moment as shown in FIG. 10 is generated.
この曲げモーメントは法枠を上に押し上げるように作用
するが、法枠の交差する部分では法面を強く押し付ける
ように作用し、この部分の曲げモーメントが法枠中央部
の曲げモーメントより大きく、最大となる。This bending moment acts to push the slope up, but at the intersection of the slopes, it strongly presses the slope, and the bending moment in this part is larger than the bending moment in the center of the slope and the maximum. Becomes
又、この曲げモーメントはグランドアンカーのテンショ
ンが大きくなる程、法枠のスパンが大きくなる程大きな
値になる。Further, this bending moment takes a larger value as the tension of the ground anchor increases and the span of the legal frame increases.
この為、この応力解析が複雑になるだけでなく、この曲
げモーメントに充分対応できるように法枠の断面を相当
大きくする必要があり、鉄筋及びコンクリートの使用量
が大幅に増え極めて不経済な施工にならざるを得ないも
のである。Therefore, not only this stress analysis becomes complicated, but also it is necessary to make the cross section of the legal frame considerably large so as to be able to sufficiently cope with this bending moment, which greatly increases the amount of reinforcing bars and concrete used and is extremely uneconomical. There is no choice but to become.
本発明はこのような従来の施工法の課題を解消する為に
提案されたもので、法枠の地盤反力によって生ずる曲げ
モーメントの応力解析を簡単に行うことができると共に
鉄筋量及びコンクリートの使用量を可能な限り少なくし
て経済施工を可能にした法枠の施工方法を提供すること
を目的とするものである。The present invention has been proposed in order to solve the problems of the conventional construction method, and can easily perform stress analysis of the bending moment caused by the ground reaction force of the method frame and use of the reinforcing bar amount and concrete. It is an object of the present invention to provide a construction method of a legal framework that enables economical construction by reducing the amount as much as possible.
本発明は法枠の施工方法に関するもので、まず、複数の
腕部を有するプレキャスト鉄筋コンクリート製の受圧構
造体を使用する。このプレキャスト鉄筋コンクリート製
の受圧構造体の各腕部は基端側が一番太く先端方向に徐
々に先細になるような矩形断面形に形成され、設置時の
上下方向に連通する中空部を持ち、かつ、各腕部は法面
上の勾配方向または横方向に延びるように設置される。
この受圧構造体は腕部の大部分が設置時の上下方向に連
通する中空部となっているので、通常の中実の鉄筋コン
クリートブロックに比較して大幅に軽量化されている。The present invention relates to a method of constructing a method frame, and first uses a pressure-receiving structure made of precast reinforced concrete having a plurality of arm portions. Each of the arms of this pressure-receiving structure made of precast reinforced concrete is formed in a rectangular cross-sectional shape such that the base end side is thickest and gradually tapers in the tip direction, and has a hollow part that communicates in the vertical direction during installation, and , Each arm is installed so as to extend in a gradient direction or a lateral direction on the slope.
Since most of the arms of the pressure-receiving structure are hollow portions that communicate with each other in the vertical direction during installation, the pressure-receiving structure is significantly lighter than a normal solid reinforced concrete block.
この受圧構造体を法面上にその勾配方向及び横方向に沿
って、所定間隔おきに設置し、各受圧構造体を法面にグ
ランドアンカーによって固定し、且つグランドアンカー
にテンションを導入することにより各受圧構造体に法面
を押圧するようなプレストレスを導入する。By installing this pressure receiving structure on the slope along the gradient direction and the lateral direction at predetermined intervals, fixing each pressure receiving structure to the slope by a ground anchor, and introducing tension to the ground anchor. A prestress that presses the slope is introduced into each pressure receiving structure.
続いて、受圧構造体の中空部まで鉄筋を十分に延ばして
配筋して置き、現場打ちコンクリート若しくはプレキャ
ストコンクリートによって各受圧構造体間に法枠を受圧
構造体と一体的に構築する。必要があれば、グランドア
ンカーに再度テンションを導入することにり法枠に法面
を押し付けるようなプレストレスを導入して法枠全体を
構築する。かかる施工法により前記目的を達成するもの
である。Then, the reinforcing bars are sufficiently extended to the hollow portion of the pressure receiving structure and placed so as to be arranged, and a legal frame is integrally formed with the pressure receiving structure by using cast-in-place concrete or precast concrete. If necessary, re-introduce tension to the ground anchor to introduce prestress that pushes the slope against the slope and build the entire slope. The above-mentioned object is achieved by such a construction method.
本発明の施工法によれば、受圧構造体には地盤反力によ
る比較的大きな曲げモーメントが生ずるが、法枠中央部
分には曲げモーメントは殆ど発生しない。発生しても僅
かである。According to the construction method of the present invention, a relatively large bending moment is generated in the pressure receiving structure due to the ground reaction force, but almost no bending moment is generated in the central portion of the legal frame. Even if it occurs, it is very small.
又、時により不測の荷重が作用しても、受圧構造体は中
空部に於いて、当該中空部と法枠との双方に補強鉄筋を
連続して配筋すると共に当該中空部にコンクリートを打
設することにより法枠と一体化される為、接合部の曲げ
耐力及び剪断耐力が従来のボルト接合方式と比較して著
しく向上し、前記不測の荷重に十分対応することができ
る。In addition, even if an unexpected load is applied from time to time, in the hollow part of the pressure receiving structure, reinforcing reinforcing bars are continuously laid in both the hollow part and the method frame, and concrete is struck in the hollow part. Since it is integrated with the method frame by being installed, the bending resistance and shearing resistance of the joint portion are remarkably improved as compared with the conventional bolt joint method, and it is possible to sufficiently cope with the unexpected load.
この為、法枠の断面を大幅に小さくすることが可能にな
り、鉄筋及びコンクリートを大幅に節約できて経済施工
が可能になる。For this reason, the cross section of the legal frame can be significantly reduced, and the reinforcing bars and concrete can be significantly saved, which enables economical construction.
又、前記曲げモーメントは、受圧構造体については、そ
の中央部を固定端、周辺部を自由端とする片持ち梁とみ
なして簡単に求めることができ、又、法枠中央部につい
ては、連続梁となるが、法枠両端を単純支持とする単純
梁とみなして簡単に求めることもできる。In addition, the bending moment can be easily obtained by regarding the pressure-receiving structure as a cantilever having its central portion as a fixed end and its peripheral portion as a free end. Although it will be a beam, it can be easily calculated by considering it as a simple beam with both ends of the legal frame simply supported.
以下、本発明に係る法枠の施工方法を図示する一実施例
に基づいて説明する。Hereinafter, a method of constructing a legal frame according to the present invention will be described based on an embodiment illustrated in the drawings.
本発明の法枠の施工方法では、第１図に図示するような
受圧構造体１を使用する。In the method of constructing the method frame of the present invention, the pressure receiving structure 1 as shown in FIG. 1 is used.
受圧構造体１は鉄筋コンクリートによって工場などで予
め成形され、複数個の腕部２が中央部より四方に水平に
突出し、略十字形状に形成されている。The pressure receiving structure 1 is preformed in a factory or the like by using reinforced concrete, and a plurality of arm portions 2 are horizontally projected from the central portion in all directions and are formed in a substantially cross shape.
受圧構造体１の略中央部には後述するグランドアンカー
（PC鋼材）３を通す為の貫通孔４が形成されている。A through hole 4 for passing a ground anchor (PC steel material) 3 described later is formed in a substantially central portion of the pressure receiving structure 1.
又、各腕部２は基端側が一番太く、先端方向に徐々に先
細になるような矩形断面形に形成され、且つコンクリー
ト５を充填できるように上下方向に連通した中空部が形
成されている。Further, each arm 2 is formed in a rectangular cross-sectional shape that is thickest at the base end side and is gradually tapered toward the tip end, and is formed with a hollow portion that communicates in the vertical direction so that concrete 5 can be filled. There is.
更に、各腕部２の先端部には後述する主鉄筋6,6を通す
為の貫通孔7,7が複数個形成されている。Further, a plurality of through holes 7, 7 for passing main reinforcing bars 6, 6 described later are formed at the tip of each arm 2.
続いて、本発明にかかる法枠の施工方法を順をおって説
明する（第２図〜第６図参照）。Next, the method of constructing the method frame according to the present invention will be described step by step (see FIGS. 2 to 6).
複数個の受圧構造体１を法面Ａ上にその勾配方向及
び横方向に所定間隔おきに設置する。A plurality of pressure receiving structures 1 are installed on the slope A at predetermined intervals in the gradient direction and the lateral direction.
続いて、各受圧構造体１を貫通孔４を貫通するグラ
ンドアンカー（PC鋼材）３によって法面上に固定すると
共にグランドアンカー（PC鋼材）３にテンションを導入
することにより受圧構造体１に法面を強く押し付けるよ
うなプレストレスを導入する。この際の受圧構造体１の
法面上への固定およびプレストレスの導入は通常の方法
によって行われる。一例として、地盤に支持層に達する
孔をボーリングしておき、その孔に第１図に見られるよ
うに、シースを被せたグランドアンカー（PC鋼材）３を
挿入し、孔にグラウト材を注入・固化させてグランドア
ンカー（PC鋼材）３の地中端を地盤に固定する。つい
で、グランドアンカー（PC鋼材）３の地上端を受圧構造
体１の貫通孔４および受圧構造体１の中央部に載置した
定着板（図示せず）の定着孔に挿通し、グランドアンカ
ー（PC鋼材）３にジャッキなどでテンションを導入し、
その状態で楔によりグランドアンカー（PC鋼材）３を定
着板に固定してプレストレスを導入する方法が挙げられ
る。この楔によるグランドアンカー（PC鋼材）３の定着
板への固定は、法枠構築後のプレストレスの再導入が予
想される時は仮固定とし、予想されない時は本固定とす
る。Subsequently, each pressure receiving structure 1 is fixed on the slope by a ground anchor (PC steel material) 3 penetrating the through hole 4 and a tension is introduced into the ground anchor (PC steel material) 3 to apply the pressure to the pressure receiving structure 1. Introduce a prestress that presses the surface hard. At this time, the fixing of the pressure receiving structure 1 on the slope and the introduction of prestress are performed by a usual method. As an example, bore a hole reaching the support layer in the ground, insert a ground anchor (PC steel material) 3 covered with a sheath into the hole, and inject a grout material into the hole, as shown in Fig. 1. Solidify and fix the ground end of the ground anchor (PC steel) 3 to the ground. Then, the ground end of the ground anchor (PC steel material) 3 is inserted into the through hole 4 of the pressure receiving structure 1 and the fixing hole of the fixing plate (not shown) placed in the central portion of the pressure receiving structure 1, and the ground anchor ( Introduce tension to the (PC steel material) 3 with a jack, etc.,
In that state, there is a method of fixing the ground anchor (PC steel material) 3 to the fixing plate with a wedge to introduce prestress. The fixing of the ground anchor (PC steel material) 3 to the fixing plate by this wedge is temporarily fixed when reintroduction of prestress after the construction of the legal framework is expected, and fixed when it is not expected.
続いて、受圧構造体１の腕部2,2間に型枠８を設置
すると共にこの型枠８の中に複数本の主鉄筋6,6と肋筋
9,…を配筋する。Next, a form 8 is installed between the arms 2, 2 of the pressure receiving structure 1, and a plurality of main reinforcing bars 6, 6 and ribs are installed in the form 8.
Arrange 9, ...
主鉄筋6,6の両端部は貫通孔7,7より腕部２の中空部に挿
入し、十分な定着長さを確保する。Both ends of the main rebar 6, 6 are inserted into the hollow portion of the arm 2 through the through holes 7, 7 to secure a sufficient fixing length.
続いて、型枠８及び受圧構造体１の腕部２の中空部
の中にコンクリート５を充填し、十分に養生する。Then, concrete 5 is filled in the hollow of the frame 8 and the arm 2 of the pressure receiving structure 1 to fully cure it.
コンクリート５が十分な強度を発現したら型枠８を撤去
する。型枠としては、使用後撤去する通常の型枠８に代
えて、コンクリート５と一体化して法枠を形成するプレ
キャストコンクリート型枠10を使用してもよい。この場
合のプレキャストコンクリート型枠10としては第９図に
見られるように、断面Ｕ形のものが使用され、法面上へ
の主鉄筋６などの配筋後、法面上に伏せた形で設置され
る。When the concrete 5 develops sufficient strength, the form 8 is removed. As the mold, a precast concrete mold 10 that is integrated with the concrete 5 to form a method frame may be used instead of the normal mold 8 that is removed after use. As shown in FIG. 9, the precast concrete formwork 10 in this case has a U-shaped cross section, and is arranged on the slope after laying the main reinforcing bars 6 and the like. Is installed.
これで、法枠が構築されたことになるが、必要により、
各受圧構造体１のグランドアンカー（PC鋼材）３に再度
テンションを導入することにより法枠に法面Ａを押し付
けるようなプレストレスを導入する。Now that the legal framework has been established, but if necessary,
By reintroducing tension to the ground anchor (PC steel material) 3 of each pressure receiving structure 1, prestress that presses the slope A onto the slope is introduced.
かかる場合、法枠に導入すべきプレストレスは、法枠が
法面Ａにある程度密着して法面の自然崩落や雨水による
土砂の自然流出を防止できる程度の大きさでよい。In such a case, the prestress to be introduced into the slope is sufficient to allow the slope to come into close contact with the slope A to some extent to prevent natural collapse of the slope and natural outflow of sediment due to rainwater.
したがって、法枠中間部の地盤反力による曲げモーメン
トの値は極めて小さく、この部分の断面は小さくてよ
い。Therefore, the bending moment value due to the ground reaction force at the middle portion of the slope frame is extremely small, and the cross section of this portion may be small.
尚、主鉄筋6,6の端部は受圧構造体１の中空部に止めな
いで反対側に跨がって配筋することもできる（第８図参
照）。The end portions of the main reinforcing bars 6 and 6 may be arranged not only in the hollow portion of the pressure receiving structure 1 but also across the opposite side (see FIG. 8).
本発明は以上の構成からなるので以下の効果を有する。 Since the present invention is configured as described above, it has the following effects.
法枠の梁部分に作用する地盤反力による荷重は小さ
い。この為、法枠中央部の地盤反力による曲げモーメン
トは小さな値となる為、法枠の断面を可能な限り小さく
することができ、鉄筋量及びコンクリート量を節約する
ことができ、経済施工が可能になる。The load due to the ground reaction force acting on the beam portion of the slope is small. For this reason, the bending moment due to the ground reaction force in the center of the legal frame will be a small value, so the cross section of the legal frame can be made as small as possible, the amount of reinforcing steel and concrete can be saved, and economical construction is possible. It will be possible.
又、受圧構造体及び法枠に生ずる曲げモーメント
は、受圧構造体については、その中央部を固定端、その
周辺部を自由端とする片持ち梁として簡単に求めること
ができ、又、法枠中央部については、法枠両端を単純支
持とする単純梁として簡単に求めることもできる。Further, the bending moment generated in the pressure receiving structure and the law frame can be easily obtained as a cantilever having the central portion as a fixed end and the peripheral portion as a free end in the pressure receiving structure. The central part can be easily obtained as a simple beam with both ends of the legal frame simply supported.
又、法枠にかかる曲げモーメントは、グランドアン
カーによって法面に強固に固定されている交差部分にお
いて最大となり、繋ぎ梁部分においては小さくなる為、
大きい曲げ耐力が要求される受圧構造体を圧縮強度450k
g/cm2〜600kg/cm2程度の高強度コンクリートで工場生産
しておきさえすれば、繋ぎ梁部分は圧縮強度180kg/cm2
〜240kg/cm2程度の普通コンクリートで構築すればよい
ことになる。この結果、現地斜面での工事を容易に且つ
経済的に行うことが可能になると共に全体にわたって、
いわゆる格子梁としての機能を備えた最も合理的な法枠
を構築することができる。In addition, the bending moment applied to the slope is maximum at the intersection where it is firmly fixed to the slope by the ground anchor, and is small at the connecting beam,
Compressive strength of pressure receiving structure that requires large bending strength 450k
g / cm 2 if ~600kg / cm even leave the factory production in about two high-strength concrete, connecting the beam portion is compressive strength 180kg / cm 2
It should be constructed with normal concrete of about 240 kg / cm 2 . As a result, it becomes possible to easily and economically carry out construction on the local slope, and overall,
It is possible to build the most rational legal framework with the function of so-called lattice beams.
更に、受圧構造体の中空部を利用して受圧構造体と
中間梁部分を一体化して連続させることができるので、
ボルト接合方式等といった他の方法とは全く異なった剛
性の極めて高い連続した法面格子梁構造の構築が可能で
ある。Further, since the pressure receiving structure and the intermediate beam portion can be integrated and continuous by utilizing the hollow portion of the pressure receiving structure,
It is possible to construct a continuous sloped beam structure with extremely high rigidity, which is completely different from other methods such as the bolt connection method.
第１図〜第９図は本発明の一実施例を示したもので、第
１図は受圧構造体の設置状態を示す斜視図、第２図〜第
６図は施工方法を示すもので、第２図、第３図、第４図
及び第５図は法枠の平面図、第６図はその斜視図、第７
図及び第８図は受圧構造体の設置状態を示す断面図、第
９図は法枠にプレキャストコンクリート部材を使用した
場合の斜視図、第10図は地盤反力によって生ずる法枠の
曲げモーメント図である。 １……受圧構造体、２……腕部、 ３……グランドアンカー（PC鋼材）、４……貫通孔、 ５……コンクリート、６……主鉄筋、 ７……貫通孔、８……型枠、９……肋筋、 10……プレキャストコンクリート型枠。1 to 9 show an embodiment of the present invention, FIG. 1 is a perspective view showing an installed state of a pressure receiving structure, and FIGS. 2 to 6 show a construction method. 2, 3, 4, and 5 are plan views of the method frame, FIG. 6 is its perspective view, and FIG.
Figures and 8 are sectional views showing the installation condition of the pressure receiving structure, Fig. 9 is a perspective view when a precast concrete member is used for the method frame, and Fig. 10 is a bending moment diagram of the method frame caused by ground reaction force. Is. 1 ... Pressure receiving structure, 2 ... Arm part, 3 ... Ground anchor (PC steel material), 4 ... Through hole, 5 ... Concrete, 6 ... Main rebar, 7 ... Through hole, 8 ... Frame, 9 ... Ribs, 10 ... Precast concrete formwork.
Claims (3)
太く先端方向に徐々に先細になるような矩形断面形に形
成され、設置時の上下方向に連通する中空部を持ち、か
つ、各腕部は法面上の勾配方向または横方向に延びてい
るプレキャスト鉄筋コンクリート製の受圧構造体を、法
面上に所定間隔おきに設置し、 受圧構造体を法面にグランドアンカーによってそれぞれ
固定するとともに、グランドアンカーにテンションを導
入することにより受圧構造体に法面を押圧するようなプ
レストレスを導入し、 続いて、隣接する受圧構造体の腕部間に現場打ちコンク
リートによって法枠を受圧構造体と一体的に構築するこ
とを特徴とする法枠の施工方法。1. A hollow portion having a plurality of arm portions, each arm portion having a rectangular cross-sectional shape such that the base end side is thickest and is gradually tapered in a distal direction, and communicates in a vertical direction during installation. And each arm has pre-cast reinforced concrete pressure-receiving structures that extend in the slope or lateral direction on the slope and are installed at predetermined intervals on the slope, and the pressure-receiving structures are grounded on the slope. In addition to fixing each with an anchor, introducing a prestress that presses the slope to the pressure receiving structure by introducing tension to the ground anchor, and then using cast-in-place concrete between the arms of the adjacent pressure receiving structure. A method of constructing a legal framework, characterized in that the legal framework is constructed integrally with a pressure receiving structure.
太く先端方向に徐々に先細になるような矩形断面形に形
成され、設置時の上下方向に連通する中空部を持ち、か
つ、各腕部は法面上の勾配方向または横方向に延びてい
るプレキャスト鉄筋コンクリート製の受圧構造体を、法
面上に所定間隔おきに設置し、 受圧構造体を法面にグランドアンカーによってそれぞれ
固定するとともに、グランドアンカーにテンションを導
入することにより受圧構造体に法面を押圧するようなプ
レストレスを導入し、 続いて、隣接する受圧構造体の腕部間に現場打ちコンク
リートによって法枠を受圧構造体と一体的に構築し、引
続き、グランドアンカーに再度テンションを導入するこ
とにより法枠に法面を押圧するようなプレストレスを導
入することを特徴とする法枠の施工方法。2. A hollow portion having a plurality of arm portions, each arm portion having a rectangular cross-sectional shape such that the base end side is thickest and is gradually tapered toward the tip end, and communicates in the vertical direction during installation. And each arm has pre-cast reinforced concrete pressure-receiving structures that extend in the slope or lateral direction on the slope and are installed at predetermined intervals on the slope, and the pressure-receiving structures are grounded on the slope. In addition to fixing each with an anchor, introducing a prestress that presses the slope to the pressure receiving structure by introducing tension to the ground anchor, and then using cast-in-place concrete between the arms of the adjacent pressure receiving structure. Characterized by constructing the legal frame integrally with the pressure receiving structure, and subsequently introducing tension again to the ground anchor to introduce prestress to press the slope to the legal frame. Construction method of the law frame for.
方法に於いて、受圧構造体の中空部に受圧構造体と受圧
構造体との間に配筋される主鉄筋を連続して配筋すると
共に、当該中空部にコンクリートを打設して一体化する
ことを特徴とする法枠の施工方法。3. The method of constructing a legal frame according to claim 1 or 2, wherein a main rebar arranged between the pressure receiving structure and the pressure receiving structure is provided in a hollow portion of the pressure receiving structure. A method for constructing a method frame, which comprises continuously arranging and placing concrete in the hollow portion to integrate the concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1302540A JPH07103573B2 (en) | 1989-11-21 | 1989-11-21 | Construction method of the legal framework |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1302540A JPH07103573B2 (en) | 1989-11-21 | 1989-11-21 | Construction method of the legal framework |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH03161615A JPH03161615A (en) | 1991-07-11 |
| JPH07103573B2 true JPH07103573B2 (en) | 1995-11-08 |
Family
ID=17910202
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1302540A Expired - Fee Related JPH07103573B2 (en) | 1989-11-21 | 1989-11-21 | Construction method of the legal framework |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH07103573B2 (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2719991B2 (en) * | 1992-02-14 | 1998-02-25 | 建設基礎エンジニアリング 株式会社 | Construction method of slope protection structure |
| JP2685728B2 (en) * | 1995-01-31 | 1997-12-03 | 黒沢建設株式会社 | Slope concrete block and method of manufacturing the same |
| JP2754523B2 (en) * | 1995-02-23 | 1998-05-20 | 建設基礎エンジニアリング株式会社 | Slope stabilization method |
| CN107119698A (en) * | 2017-05-11 | 2017-09-01 | 重庆建工住宅建设有限公司 | A kind of prefabricated assembling type reinforced concrete side slope protection modular assembly and its construction method |
| CN110080256B (en) * | 2019-06-06 | 2024-05-24 | 福建工程学院 | Assembled cross anchor pier and construction method thereof |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS54118602A (en) * | 1978-03-06 | 1979-09-14 | Yuuji Kawai | Method of executing slope face protective construction |
| JPS5592426A (en) * | 1978-12-28 | 1980-07-12 | Iori Kikuchi | Construction method employing free slope frame |
| JPS59426A (en) * | 1982-06-25 | 1984-01-05 | Furii Kogyo Kk | Slope protection work |
-
1989
- 1989-11-21 JP JP1302540A patent/JPH07103573B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH03161615A (en) | 1991-07-11 |
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| Date | Code | Title | Description |
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| LAPS | Cancellation because of no payment of annual fees |