JPH0735870Y2 - Formwork for slope concrete wall molding - Google Patents
Formwork for slope concrete wall moldingInfo
- Publication number
- JPH0735870Y2 JPH0735870Y2 JP5943792U JP5943792U JPH0735870Y2 JP H0735870 Y2 JPH0735870 Y2 JP H0735870Y2 JP 5943792 U JP5943792 U JP 5943792U JP 5943792 U JP5943792 U JP 5943792U JP H0735870 Y2 JPH0735870 Y2 JP H0735870Y2
- Authority
- JP
- Japan
- Prior art keywords
- joint
- concrete
- concrete wall
- frame body
- slope
- 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 - Lifetime
Links
Landscapes
- Retaining Walls (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
【0001】[0001]
【産業上の利用分野】本考案は、法面の崩壊を防ぎ、地
盤の安定を図るために、法面に沿ってコンクリート壁を
成型するための型枠に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a formwork for molding a concrete wall along a slope in order to prevent the slope from collapsing and stabilize the ground.
【0002】宅地やその他の造成地等の段差部分に形成
される法面を保護するための構造物としては、従来、石
を積んで法面を保護する石積み工法と、法面との間に所
定の間隔をおいて設けた型枠との間に生コンクリートを
打ち込み、これを養生、硬化させてコンクリート壁を構
築するコンクリート打設工法とが主として用いられてい
た。As a structure for protecting a slope formed on a stepped portion such as a residential land or another land for construction, there is a conventional masonry method in which stones are piled to protect the slope, and the slope. A concrete placing method has been mainly used in which fresh concrete is poured into a form frame provided at a predetermined interval, and the concrete is cured and cured to construct a concrete wall.
【0003】しかしながら、前者の石積み工法では、石
材ブロックまたはコンクリートブロックをモルタルでつ
なぎながら、ブロックを段積みしなけらればならず、構
築に手数がかかると共に、技能、経験を要する。そのた
め、工期が長く、石積み技能者の不足により、深刻な工
事の遅れがもたらされているのが実情である。一方、後
者のコンクリート打設工法は、工事は比較的簡単である
が、型枠を、いわゆる張りと称する支脚で保持するため
のスペースを必要とするため、狭い場所での工事や敷地
に余裕の無い場所での工事が不可能である。本考案は、
このような従来の法面保護壁構築技術の課題に鑑み、比
較的簡単なコンクリート工事で、しかも敷地に余裕の少
ない狭い場所で施工が可能な法面コンクリート壁成型用
型枠を提供することを目的とする。However, in the former masonry method, blocks must be stacked in layers while connecting stone blocks or concrete blocks with mortar, which requires time and effort for construction, and requires skill and experience. Therefore, the construction period is long and the shortage of masonry engineers causes a serious delay in construction work. On the other hand, the latter concrete pouring method is relatively simple in construction, but requires space for holding the formwork with so-called support legs, so there is room for construction in narrow places and sites. It is impossible to construct in a place where there is no. The invention is
In view of such problems of conventional slope protection wall construction technology, it is necessary to provide a formwork for slope concrete wall molding that can be performed in a relatively simple concrete construction and in a narrow place with little room on the site. To aim.
【0004】[0004]
【課題を解決するための手段】すなわち、前記目的を達
成するため、本考案では、法面にコンクリート壁を成型
する型枠において、片面がコンクリートの成型面となっ
ており、その背面縦方向に断面多角形の貫通孔を有する
継手2を有し、周縁にボルト孔7を有する矩形の枠体1
と、前記継手2と同様の断面正方形の貫通孔を有する基
礎継手10と、該基礎継手10を支点で揺動自在に取り
付け、所望の角度で固定する支持片17が上に向けて突
設されたベース部材16と、上下に連接した前記枠体1
同士の継手2及び同継手2と基礎継手10とに両端が嵌
め込まれ、これら継手を互いに固定する断面多角形の接
合ピン5とを備えることを特徴とする法面コンクリート
壁成型用型枠を提供する。[Means for Solving the Problems] That is, in order to achieve the above-mentioned object, in the present invention, in a formwork for molding a concrete wall on a slope, one side is a concrete molding surface, and the rear surface is formed in the vertical direction. A rectangular frame 1 having a joint 2 having a through hole with a polygonal cross section and having a bolt hole 7 at the periphery.
A base joint 10 having a through-hole having a square cross section similar to that of the joint 2, and a support piece 17 for swingably mounting the base joint 10 at a fulcrum and fixing it at a desired angle are provided to project upward. The base member 16 and the frame body 1 which is vertically connected.
Provided is a formwork for forming a sloped concrete wall, characterized in that it is provided with joints 2 of each other and both ends of the joint 2 and the base joint 10 and joint pins 5 having a polygonal cross section for fixing these joints to each other. To do.
【0005】[0005]
【作用】本考案によるコンクリート壁成型用型枠では、
まず、コンクリート壁の基礎コンクリートを作る際に、
ベース部材16をその基礎コンクリートに埋設し、その
上側に突設された支持片17を、地盤の法面から所定の
距離の位置に突設させておく。基礎コンクリートが固ま
った後、支持片17に基礎継手10を取り付け、この基
礎継手10の傾きを適当な角度、通常は法面と平行にな
るよう調整する。その後、基礎継手10の上に枠体1の
継手2を接合し、接合ピン5の両端をそれら継手10、
2に嵌合することで、ベース部材16の上に所定の角度
で枠体1が固定される。さらに、この枠体1の上に別の
枠体1を重ね、やはり接合ピン5でそれらの継手2、2
を上下に接合すれば、枠体1を所定の角度で上に延長す
ることができる。また、枠体1の両側にも、前述と同様
にしてベース部材16に枠体1を取り付ける。そして、
上下及び左右に隣接する枠体1、1をボルト孔7に通し
たボルトで連結することで、地盤の法面と平行な面に沿
って、枠体1が所定の幅及び高さに組み上げられる。そ
こで、枠体1と法面との間に生コンクリートを打ち込
み、それを養生、硬化することで、法面コンクリート壁
が構築される。[Function] In the concrete wall molding form according to the present invention,
First of all, when making basic concrete for concrete wall,
The base member 16 is embedded in the foundation concrete, and the support piece 17 protruding above the base concrete is protruded at a predetermined distance from the slope of the ground. After the foundation concrete has set, the foundation joint 10 is attached to the support piece 17, and the inclination of the foundation joint 10 is adjusted to an appropriate angle, usually parallel to the slope. After that, the joint 2 of the frame body 1 is joined onto the foundation joint 10 and both ends of the joining pin 5 are joined to the joint 10,
The frame body 1 is fixed on the base member 16 at a predetermined angle by fitting the frame body 1 to the base member 16. Further, another frame body 1 is superposed on this frame body 1, and the joint pins 2 and 2 of the frame body 1 are also joined with the joint pin 5.
By joining the upper and lower sides, the frame 1 can be extended upward at a predetermined angle. Further, the frame bodies 1 are attached to the base member 16 on both sides of the frame body 1 in the same manner as described above. And
By connecting the frame bodies 1 and 1 that are vertically and horizontally adjacent to each other with bolts that pass through the bolt holes 7, the frame body 1 is assembled to a predetermined width and height along a plane parallel to the slope of the ground. . Therefore, a concrete slope is constructed by driving fresh concrete between the frame 1 and the slope, and curing and hardening the concrete.
【0006】[0006]
【実施例】次に、本考案の実施例について、図面を参照
しながら詳細に説明する。図1に示すように、本考案に
よる法面コンクリート壁成型用型枠は、コンクリートの
成型面を有する枠体1と、基礎に固定されるベース部材
16、このベース部材に取り付けられる基礎継手10及
び枠体1、1同士の継手2、2または枠体1の継手2と
基礎継手10とを上下に連結固定する接合ピン5とから
なる。Embodiments of the present invention will now be described in detail with reference to the drawings. As shown in FIG. 1, a mold for molding a sloped concrete wall according to the present invention includes a frame body 1 having a concrete molding surface, a base member 16 fixed to a foundation, and a base joint 10 attached to the base member. The frame body 1 is composed of joints 2 of the frame body 1 and 2, or the joint pin 5 for vertically connecting and fixing the joint 2 of the frame body 1 and the basic joint 10.
【0007】枠体1は横に長い板状の部材で、図1の手
前側が背面、向こう側が成型面である。枠体1の背面側
は、縦横のリブ3で補強されると共に、そのリブ3の間
には、成型面側で凹面となるような楕円形状の装飾部
4、4…が上下に規則正しく配列されている。最も外側
のリブ3には、上面と下面に3つ、両側面に2つずつの
ボルト孔7、7…が開設されている。さらに、この枠体
1の一端よりの背面側に、上下に継手2が設けられ、図
3にも示すように、この継手2は断面多角形、すなわち
図示の場合は断面正方形の通孔が縦方向に設けられた正
方形管状の部材からなる。この継手2の上端側は、枠体
1の最上のリブ3の縁よりやや低く窪んだ位置にある。The frame 1 is a horizontally long plate-like member, and the front side in FIG. 1 is the back side and the other side is the molding surface. The back side of the frame body 1 is reinforced by vertical and horizontal ribs 3, and between the ribs 3, elliptical decorative portions 4, 4, ... Which are concave on the molding surface side are regularly arranged vertically. ing. The outermost rib 3 is provided with three bolt holes 7, 7 ... On the upper surface and the lower surface, and two on both side surfaces. Further, a joint 2 is provided vertically on the back side from one end of the frame 1, and as shown in FIG. 3, the joint 2 has a polygonal cross section, that is, a through hole having a square cross section in the case of FIG. It consists of square tubular members that are oriented. The upper end side of the joint 2 is located at a position slightly lower than the edge of the uppermost rib 3 of the frame body 1.
【0008】ベース部材16は、下辺から両側へ向けて
直交状にアンカー部材を突設したL字形の板状部材から
なり、その上側に突設した部分は、連結部材取付部17
となっている。この連結部材取付部17の上端中央に通
孔19が設けられ、その下に同通孔19の中心の周りに
描いた円弧線に沿って長孔20が設けられている。The base member 16 is composed of an L-shaped plate member in which anchor members project from the lower side toward both sides at right angles, and the portion projecting above the connecting member mounting portion 17
Has become. A through hole 19 is provided at the center of the upper end of the connecting member attachment portion 17, and an elongated hole 20 is provided below the through hole 19 along an arc line drawn around the center of the through hole 19.
【0009】基礎継手10は、前記枠体1の継手と同
様、断面多角形、すなわち図示では断面正方形の通孔が
縦方向に設けられた正方形管状の部材からなるが、その
高さは枠体1の継手2の約半分である。この基礎継手1
0から板状のブラケット11が突設され、このブラケッ
ト11に上下に2つの通孔12、13が設けられてい
る。この通孔12、13の距離は、前記連結部材取付部
17の通孔19と長孔20との距離に等しい。The base joint 10 is, like the joint of the frame body 1, a square tubular member having a polygonal cross section, that is, a through hole having a square cross section in the drawing, provided in the longitudinal direction, but its height is the frame body. It is about half of the joint 2 of 1. This foundation joint 1
A plate-shaped bracket 11 is provided so as to project from 0, and two through holes 12 and 13 are provided at the top and bottom of the bracket 11. The distance between the through holes 12 and 13 is equal to the distance between the through hole 19 of the connecting member mounting portion 17 and the elongated hole 20.
【0010】接合ピン5は、前記枠体1の継手2及び基
礎継手10の内径形状に対応した断面多角形、すなわち
図示では断面正方形の棒状体であり、その長さは継手2
とほぼ同じ長さである。この接合ピン5の両端は、継手
2や基礎継手10に嵌合しやすいように、先端がテーパ
ー状に細くなっており、中間部がフランジ状に太くなっ
たストッパー6となっている。The joint pin 5 is a rod-shaped member having a polygonal cross section corresponding to the inner diameters of the joint 2 of the frame 1 and the base joint 10, that is, a square cross section in the figure, and the length thereof is the joint 2.
Is almost the same length as. Both ends of the joint pin 5 are tapered stoppers 6 at the tips and thicker flanges at the middle portions so that they can be easily fitted to the joint 2 and the base joint 10.
【0011】次に、この法面コンクリート壁成型用型枠
を用いて法面コンクリート壁を構築する施工手順につい
て説明する。図2は、高さの異なる地面aと地面dとの
間に形成された法面bにコンクリート壁eを構築する状
態を示す。Next, a construction procedure for constructing a sloped concrete wall using this formwork for sloped concrete wall will be described. FIG. 2 shows a state in which a concrete wall e is constructed on a slope b formed between a ground a and a ground d having different heights.
【0012】まず、コンクリート壁eを構築しようとす
る法面を切り崩し、切り崩し部分の底面に、法面b側が
下になるよう勾配を設けてコンクリートを打ち、止水コ
ンクリート盤24を形成し、さらにその上に砕石cを積
み上げ、突き固めて下地を作っておく。また、法面bの
下前方に砕石gを敷き、その上に型枠を組んで、そこに
生コンクリートを打設し、これを養生、硬化させて基礎
コンクリートfを作る。その際、生コンクリートに予め
ベース部材16を埋設し、その上側に突設された支持片
17を、法面bから所定の距離の位置に突設させてお
く。このようなベース部材16は、法面bと平行な方向
に、枠体1の長さ間隔毎に並べて設置する。First, the slope for constructing the concrete wall e is cut down, and the bottom of the cut-off portion is provided with a slope so that the slope b side is downward, and concrete is struck to form the water-stopping concrete board 24. Crushed stones c are piled on top of it and tamped to make a base. Further, a crushed stone g is laid on the lower front of the slope b, a mold is assembled on the crushed stone g, and fresh concrete is placed therein, which is cured and hardened to form a basic concrete f. At this time, the base member 16 is embedded in the ready-mixed concrete in advance, and the support piece 17 protruding above the base member 16 is protruded at a predetermined distance from the slope b. Such base members 16 are arranged side by side at intervals of the length of the frame body 1 in a direction parallel to the slope b.
【0013】この基礎コンクリートfが固まった後、支
持片17の通孔19と長孔20とに各々基礎継手10の
ブラケット11の通孔12と通孔13とを合わせ、これ
にボルト14、15を通し、同ボルト14、15の先端
にナットをねじ込む(図2参照)。そして上側の通孔1
2、19に通したボルト14を支点として、基礎継手1
0の傾きを適当な角度に調整し、そこで下側のボルト1
5、さらに上側のボルト14の順でボルトを締め付け、
基礎継手10を固定する。その後、基礎継手10の上に
枠体1の継手2を接合し、接合ピン5の両端をそれら継
手10、2に嵌合することで、ベース部材16の上に所
定の角度で枠体1が固定される。接合ピン5は、その中
間のストッパー6が基礎継手10と継手2の間に挟持さ
れ、その両端半分側が各々継手2と基礎継手10に嵌合
される。このようにして、法面bの前面に並べて設置し
たベース部材16に枠体1を取り付け、横に並んだ枠体
1のボルト孔7、7にボルトを通し、枠体1を互いに連
結、固定する。After the foundation concrete f has hardened, the through holes 19 and the long holes 20 of the support piece 17 are aligned with the through holes 12 and 13 of the bracket 11 of the foundation joint 10, respectively, and the bolts 14 and 15 are attached thereto. Through, and screw a nut into the tip of the bolts 14 and 15 (see FIG. 2). And the upper through hole 1
Foundation joint 1 with bolt 14 passing through 2 and 19 as a fulcrum
Adjust the inclination of 0 to an appropriate angle, and then lower bolt 1
5. Tighten the bolts in the order of the upper bolt 14,
Fix the base joint 10. After that, the joint 2 of the frame 1 is joined onto the basic joint 10 and both ends of the joining pin 5 are fitted into the joints 10 and 2, so that the frame 1 is attached onto the base member 16 at a predetermined angle. Fixed. The intermediate stopper 6 of the joining pin 5 is sandwiched between the base joint 10 and the joint 2, and both ends of the joint pin 5 are fitted to the joint 2 and the base joint 10, respectively. In this way, the frame 1 is attached to the base members 16 installed side by side on the front surface of the slope b, and bolts are passed through the bolt holes 7 of the frame 1 arranged side by side to connect and fix the frame 1 to each other. To do.
【0014】さらに、これの枠体1の上に別の枠体1を
重ね、やはり接合ピン5でそれらの継手2、2を上下に
接合すれば、枠体1を所定の角度で上に延長することが
できる。そして、上下及び左右に隣接する枠体1、1を
ボルト孔7に通したボルトで連結することで、法面bと
適当な間隔をおいて枠体1が所定の幅及び高さに組み上
げられる。この場合、前記砕石c側と枠体1との間に亙
って予め塩化ビニル管等のプラスチック製のパイプ22
等を架設しておく。また、枠体1の保持が不安定な場合
は、砕石c側と枠体1との間に亙って補強ボルト21を
通しておくとよい。Further, another frame body 1 is superposed on this frame body 1, and the joints 2 and 2 are also vertically joined by the joining pin 5, whereby the frame body 1 is extended upward at a predetermined angle. can do. Then, the frame bodies 1 and 1 that are vertically and horizontally adjacent to each other are connected by bolts that pass through the bolt holes 7, so that the frame body 1 is assembled to a predetermined width and height with a proper distance from the slope b. . In this case, a plastic pipe 22 such as a vinyl chloride pipe is previously provided between the crushed stone c side and the frame body 1.
Etc. are installed. Further, when the holding of the frame body 1 is unstable, it is preferable to pass the reinforcing bolt 21 between the crushed stone c side and the frame body 1.
【0015】この状態で、必要に応じて枠体1と法面と
の間に鉄筋を組んだ後、その間に生コンクリートを打ち
込み、それを養生、硬化することで、法面コンクリート
壁eが構築される。ここで、前記のパイプ22は、地面
a側から砕石c側に浸透した水をコンクリート壁eの前
面側に排水する排水パイプとなる。また、補強ボルト2
1は、コンクリート壁eの中に埋設されるので、コンク
リート壁eの壁面から突出した余分の先端部分のみを切
除する。In this state, after constructing a reinforcing bar between the frame body 1 and the slope, if necessary, by pouring fresh concrete into it and curing and hardening it, the slope concrete wall e is constructed. To be done. Here, the pipe 22 serves as a drainage pipe that drains water that has permeated from the ground a side to the crushed stone c side to the front surface side of the concrete wall e. Also, the reinforcing bolt 2
Since No. 1 is embedded in the concrete wall e, only the extra tip portion protruding from the wall surface of the concrete wall e is cut off.
【0016】なお、こうしたコンクリートの打ち込み
は、適当な高さだけ枠体1を組み上げた後、生コンクリ
ートを打ち込み、それが硬化した後、その上に更に枠体
1を組み上げて、生コンクリートを打ち込むといったよ
うに、適当な高さ毎段階的にも行える。また、図2は、
比較的厚いコンクリート壁eを構築する場合であるが、
薄いコンクリート壁を構築する場合も、全く同様にして
施工することができる。For such concrete driving, after assembling the frame body 1 to an appropriate height, the green concrete is driven, and after it is hardened, the frame body 1 is further assembled and the green concrete is driven. For example, it can be performed at appropriate heights in steps. Also, in FIG.
When constructing a relatively thick concrete wall e,
When constructing a thin concrete wall, construction can be performed in exactly the same way.
【0017】次に、図4に示した実施例について説明す
ると、前記実施例では、枠体1の継手2を、リブ3の中
に埋め込む形で取り付けているが、この実施例では、四
角パイプ状の継手2を枠体1の背面縦方向に添えて、溶
接等で固定しており、継手2が枠体1のリブ3に埋め込
まれていない。その他の構成は、前記実施例と同じであ
る。Next, the embodiment shown in FIG. 4 will be described. In the above-mentioned embodiment, the joint 2 of the frame body 1 is attached so as to be embedded in the rib 3. However, in this embodiment, a square pipe is used. The joint 2 is attached to the longitudinal direction of the back surface of the frame body 1 and fixed by welding or the like, and the joint 2 is not embedded in the rib 3 of the frame body 1. The other structure is the same as that of the above embodiment.
【0018】[0018]
【考案の効果】以上説明した通り、本考案によれば、比
較的簡単なコンクリート工事で、しかも敷地の余裕の無
い狭い場所で施工が可能な法面コンクリート壁成型用型
枠を提供することが可能となる。As described above, according to the present invention, it is possible to provide a formwork for sloped concrete wall molding which can be carried out by a relatively simple concrete construction and in a narrow place where there is no room on the site. It will be possible.
【図1】本考案の実施例を示す法面コンクリート壁成型
用型枠の分解斜視図である。FIG. 1 is an exploded perspective view of a mold for molding a sloped concrete wall showing an embodiment of the present invention.
【図2】同実施例を示す法面コンクリート壁成型用型枠
による施工状態を示す断面図である。FIG. 2 is a cross-sectional view showing a construction state by a formwork for forming a sloped concrete wall showing the embodiment.
【図3】同実施例を示す法面コンクリート壁成型用型枠
の要部分解斜視図である。FIG. 3 is an exploded perspective view of an essential part of a mold for molding a sloped concrete wall showing the same embodiment.
【図4】本考案の他の実施例を示す法面コンクリート壁
成型用型枠の要部分解斜視図である。FIG. 4 is an exploded perspective view of essential parts of a mold for molding a sloped concrete wall showing another embodiment of the present invention.
1 枠体 2 枠体の継手 5 接合ピン 10 基礎継手 16 ベース部材 17 ベース部材の支持片 DESCRIPTION OF SYMBOLS 1 Frame 2 Joint of frame 5 Joint pin 10 Basic joint 16 Base member 17 Support piece of base member
Claims (1)
おいて、片面がコンクリートの成型面となっており、そ
の背面縦方向に断面多角形の貫通孔を有する継手2を有
し、周縁にボルト孔7を有する矩形の枠体1と、前記継
手2と同様の断面正方形の貫通孔を有する基礎継手10
と、該基礎継手10を支点で揺動自在に取り付け、所望
の角度で固定する支持片17が上に向けて突設されたベ
ース部材16と、上下に連接した前記枠体1同士の継手
2及び同継手2と基礎継手10とに両端が嵌め込まれ、
これら継手を互いに固定する断面多角形の接合ピン5と
を備えることを特徴とする法面コンクリート壁成型用型
枠。1. A formwork for molding a concrete wall on a slope, one side of which is a concrete molding surface, which has a joint 2 having a through-hole having a polygonal cross section in the longitudinal direction of its rear surface, and a bolt on its periphery. Basic joint 10 having a rectangular frame body 1 having a hole 7 and a through hole having a square cross section similar to that of the joint 2.
And a base member 16 on which a supporting piece 17 for swingably attaching the basic joint 10 and fixing it at a desired angle is provided to project upward, and a joint 2 between the frame bodies 1 connected to each other vertically. And both ends are fitted into the joint 2 and the foundation joint 10,
A mold for molding a sloped concrete wall, comprising a joint pin 5 having a polygonal cross section for fixing these joints to each other.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5943792U JPH0735870Y2 (en) | 1992-07-31 | 1992-07-31 | Formwork for slope concrete wall molding |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5943792U JPH0735870Y2 (en) | 1992-07-31 | 1992-07-31 | Formwork for slope concrete wall molding |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0624031U JPH0624031U (en) | 1994-03-29 |
JPH0735870Y2 true JPH0735870Y2 (en) | 1995-08-16 |
Family
ID=13113260
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP5943792U Expired - Lifetime JPH0735870Y2 (en) | 1992-07-31 | 1992-07-31 | Formwork for slope concrete wall molding |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0735870Y2 (en) |
-
1992
- 1992-07-31 JP JP5943792U patent/JPH0735870Y2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH0624031U (en) | 1994-03-29 |
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