JPH0322355Y2 - - Google Patents
Info
- Publication number
- JPH0322355Y2 JPH0322355Y2 JP8383486U JP8383486U JPH0322355Y2 JP H0322355 Y2 JPH0322355 Y2 JP H0322355Y2 JP 8383486 U JP8383486 U JP 8383486U JP 8383486 U JP8383486 U JP 8383486U JP H0322355 Y2 JPH0322355 Y2 JP H0322355Y2
- Authority
- JP
- Japan
- Prior art keywords
- wire meshes
- connecting rods
- meshes
- wire
- reinforcing
- 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
- 230000003014 reinforcing effect Effects 0.000 claims description 19
- 238000010276 construction Methods 0.000 claims description 11
- 238000009415 formwork Methods 0.000 claims description 10
- 230000001681 protective effect Effects 0.000 description 9
- 210000000988 bone and bone Anatomy 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 244000025254 Cannabis sativa Species 0.000 description 1
- 244000061458 Solanum melongena Species 0.000 description 1
- 235000002597 Solanum melongena Nutrition 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
【考案の詳細な説明】
〔産業上の利用分野〕
本考案は法面に保護用格子枠を施工する際に用
いる法面保護施工用型枠に関するものである。[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a slope protection construction formwork used when constructing a protective lattice frame on a slope surface.
保護用格子枠を構築施工した法面は格子枠内の
格子目に草等の植生工事を併用できるため近時注
目されるようになつて来たが、従来、この法面の
保護施工用型枠は、例えば第5図に示されるよう
に、両側に対設した金網21,21間において長
手方向に適当間隔を置いて並列した上下の連結杆
22,22の両端のフツク23,23をそれぞれ
金網21,21に係合したものを用いている。
Slopes constructed with protective lattice frames have recently been attracting attention because they can be used in conjunction with grass and other vegetation work on the latticework within the lattice frames. For example, as shown in FIG. 5, the frame is constructed by attaching hooks 23, 23 at both ends of upper and lower connecting rods 22, 22, which are arranged in parallel at an appropriate interval in the longitudinal direction between the wire meshes 21, 21 installed oppositely on both sides. The wire meshes 21, 21 are engaged with each other.
しかしながら、上記の型枠は、法面保護施工時
に法面に配設して金網21,21間に生コンクリ
ートを打設すると、その際の生コンクリートの圧
力により金網21,21が外側に膨出して型崩れ
を生じ易く、コンクリート打設後の法面保護用格
子枠の強度にも悪影響を及ぼすものであり、これ
を防止するため太線径の金網21,21を用いた
のではコスト高となるものであつた。
However, when the above formwork is placed on a slope during slope protection construction and fresh concrete is poured between the wire meshes 21, 21, the wire meshes 21, 21 bulge outward due to the pressure of the fresh concrete at that time. This tends to cause deformation and has a negative effect on the strength of the slope protection lattice frame after concrete is poured.If wire mesh 21, 21 with a thick wire diameter is used to prevent this, the cost will be high. It was hot.
そこで本考案は、生コンクリート打設の際の金
網の膨出による型崩れを防止でき、コンクリート
打設後の法面保護用格子枠の強度も増大する法面
保護施工用型枠を提供しようとするものである。 Therefore, the present invention aims to provide a formwork for slope protection construction that can prevent deformation due to the bulge of the wire mesh during pouring of fresh concrete and increase the strength of the slope protection lattice frame after concrete pouring. It is something to do.
すなわち、本考案の法面保護施工用型枠は、左
右両側に縦長な金網を対設し、該金網の外側の上
下に並列した水平方向の補強杆に所要間隔を置い
て形成したヒンジ用内方突出部を対応側の前記金
網の網目に挿通させ、前記金網間の縦方向に所要
間隔を置いて並列し且つ上下に配設した連結杆の
ヒンジ用L字状屈曲端部をそれぞれ対応側の前記
補強杆の内方突出部に係合し、前記上下の連結杆
の中央部を竪杆で連結したことを特徴とするもの
である。
In other words, the formwork for slope protection construction of the present invention has vertically long wire meshes installed on both the left and right sides, and inner hinges formed at required intervals on the horizontal reinforcing rods arranged above and below the outside of the wire meshes. The side protrusions are inserted through the mesh of the wire mesh on the corresponding side, and the L-shaped bent ends for the hinges of the connecting rods arranged vertically at a required interval in the vertical direction between the wire meshes are inserted into the mesh of the wire mesh on the corresponding side. The reinforcing rod is engaged with the inward protrusion of the reinforcing rod, and the center portions of the upper and lower connecting rods are connected by a vertical rod.
このようにした型枠にあつては、法面保護施工
時に法面の形成しようとする保護施工用格子枠に
沿つて配設し、生コンクリートを金網間に打設す
る。そうすると、この打設時の生コンクリートの
圧力により金網が外側に膨出しようとするが、連
結杆によつて連結された補強杆が金網外側にあつ
て上記金網の膨出を強力に阻止する。そして、生
コンクリート打設後においても、これら補強杆、
連結杆が保護施工用格子枠の補強骨の役目を果た
す。
Such formwork is placed along the protective construction lattice frame to be formed on the slope during slope protection construction, and ready-mixed concrete is poured between the wire meshes. Then, the wire mesh tends to bulge outward due to the pressure of the fresh concrete during pouring, but the reinforcing rods connected by the connecting rods are located on the outside of the wire mesh and strongly prevent the wire mesh from expanding. Even after pouring fresh concrete, these reinforcing rods,
The connecting rods serve as reinforcing bones for the protective lattice frame.
又、この型枠の輸送、保管に際しては補強杆の
内方突出部と連結杆の屈曲端部とのヒンジを利用
して両側の金網を平行移動して重ね状態とし、全
体の容積を縮小する。 In addition, when transporting and storing this formwork, the hinge between the inward protrusion of the reinforcing rod and the bent end of the connecting rod is used to move the wire mesh on both sides in parallel to form an overlapping state, thereby reducing the overall volume. .
次に第1図乃至第4図に示す一実施例について
説明すると、本例の型枠は、左右両側に縦長な金
網1,1を対設し、該金網1,1の外側の上下に
並列した水平方向の補強杆2,2に所要間隔を置
いてヒンジ用のU字状内方突出部3,3をそれぞ
れ屈曲形成し、内方突出部3,3を対応する金網
1,1の網目に挿通させ、金網1,1間の縦方向
に所要間隔を置いて並列し且つ上下に配設した連
結杆4〜4の両端にヒンジ用L字状屈曲端部5,
5を形成し、屈曲端部5,5を対応する補強杆の
内方突出部3,3に係合し、上下の連結杆4,4
の中央部に竪杆6を差渡して溶接している。
Next, an embodiment shown in FIGS. 1 to 4 will be described. The formwork of this example has vertically long wire meshes 1, 1 placed opposite each other on both the left and right sides, and is arranged in parallel above and below the outside of the wire meshes 1, 1. U-shaped inward protrusions 3, 3 for hinges are bent at required intervals on the reinforcing rods 2, 2 in the horizontal direction, and the inward protrusions 3, 3 are connected to the meshes of the corresponding wire meshes 1, 1. L-shaped bent ends 5 for hinges are inserted into the connecting rods 4 to 4, which are arranged vertically at required intervals between the wire meshes 1 and 1 and arranged vertically.
5, the bent ends 5, 5 are engaged with the inward protrusions 3, 3 of the corresponding reinforcing rods, and the upper and lower connecting rods 4, 4 are connected to each other.
A vertical rod 6 is passed across and welded to the center of the frame.
このようにした本例型枠にあつては、法面7の
形成すべき保護施工用格子枠8に沿つて配設し、
第3図に示すように保護施工用格子枠8の中央部
の上下に配列した配筋9,9に竪杆6と連結杆4
とのなすコーナー部を結着し、生コンクリート1
0を金網1,1間に打設し、保護施工用格子枠8
とする。 In the case of the formwork of this example, it is arranged along the protective construction lattice frame 8 to be formed on the slope surface 7,
As shown in FIG. 3, vertical rods 6 and connecting rods 4 are attached to reinforcements 9, 9 arranged above and below the central part of the protective construction lattice frame 8.
Tie the corners of the eggplant together and add fresh concrete 1.
0 between the wire meshes 1 and 1 to form a protective lattice frame 8.
shall be.
この打設の際、生コンクリートの圧力により金
網1,1が外側に膨出しようとするが、連結杆4
〜4によつて連結された補強杆2,2が金網1,
1外側にあつて上記金網1,1の膨出を強力に阻
止する。そして生コンクリート10打設後におい
ても、これら補強杆2,2、連結杆4〜4が保護
施工用格子枠8の補強骨の役目を果たす。 During this pouring, the wire meshes 1, 1 tend to bulge outward due to the pressure of the fresh concrete, but the connecting rods 4
The reinforcing rods 2, 2 connected by ~4 are connected to the wire mesh 1,
1, and strongly prevents the wire meshes 1, 1 from expanding. Even after pouring the fresh concrete 10, these reinforcing rods 2, 2 and connecting rods 4 to 4 serve as reinforcing bones for the protective lattice frame 8.
又、この型枠の輸送、保管に際しては、補強杆
の内方突出部3と連結杆の屈曲端部5とのヒンジ
を利用して金網1,1を平行移動して第2図の仮
想線11で示すように重ね状態とし、全体の容積
を縮小する。 In addition, when transporting and storing this formwork, the wire meshes 1, 1 are moved in parallel using the hinge between the inward protrusion 3 of the reinforcing rod and the bent end 5 of the connecting rod, so that the wire meshes 1, 1 are moved in parallel to the imaginary line in FIG. As shown by 11, they are placed in an overlapping state to reduce the overall volume.
このように本考案においては、生コンクリート
打設の際に、連結杆に連らなる補強杆が金網の外
側にあつて金網の外側への膨出を強力に阻止して
型崩れを防止できると共に、これら連結杆、補強
杆がコンクリート打設後も補強骨の役目を果たし
て法面保護施工用格子枠の強度を増大でき、しか
も輸送保管時には連結杆と補強杆のヒンジを利用
して金網を平行移動して重ね状態とし、全体の容
積を縮小できる。
In this way, in the present invention, when pouring fresh concrete, the reinforcing rods connected to the connecting rods are placed on the outside of the wire mesh, which strongly prevents the wire mesh from expanding outward and prevents it from losing its shape. , these connecting rods and reinforcing rods can play the role of reinforcing bones even after concrete is poured, increasing the strength of the lattice frame for slope protection construction.Furthermore, during transportation and storage, the hinges of the connecting rods and reinforcing rods can be used to keep the wire mesh parallel. They can be moved and stacked to reduce the overall volume.
第1図は本案実施例の一部分の斜面図、第2図
はその平面図、第3図は正面図、第4図は保護施
工用格子枠の一部分の縮小平面図、第5図は従来
型枠の一部分の斜面図である。
1……金網、2……補強杆、3……内方突出
部、4……連結杆、5……屈曲端部、6……竪
杆、7……法面、8……格子枠、9……配筋、1
0……生コンクリート、11……仮想線。
Fig. 1 is a partial slope view of the embodiment of the present invention, Fig. 2 is a plan view thereof, Fig. 3 is a front view, Fig. 4 is a reduced plan view of a part of the protective construction lattice frame, and Fig. 5 is a conventional type. It is a slope view of a part of a frame. 1... Wire mesh, 2... Reinforcement rod, 3... Inward protrusion, 4... Connecting rod, 5... Bent end, 6... Vertical rod, 7... Slope, 8... Lattice frame, 9...Reinforcement, 1
0... Fresh concrete, 11... Virtual line.
Claims (1)
の上下に並列した水平方向の補強杆に所要間隔を
置いて形成したヒンジ用内方突出部を対応側の前
記金網の網目に挿通させ、前記金網間の縦方向に
所要間隔を置いて並列し且つ上下に配設した連結
杆のヒンジ用L字状屈曲端部をそれぞれ対応側の
前記補強杆の内方突出部に係合し、前記上下の連
結杆の中央部を竪杆で連結したことを特徴とする
法面保護施工用型枠。 Vertically elongated wire meshes are provided oppositely on both left and right sides, and inward protrusions for hinges formed at required intervals on horizontal reinforcing rods arranged vertically on the outside of the wire meshes are inserted through the meshes of the wire meshes on the corresponding side. , engaging the L-shaped bent ends for hinges of the connecting rods arranged vertically at a required interval in the vertical direction between the wire meshes, respectively, to the inward protrusion of the reinforcing rod on the corresponding side; A formwork for slope protection construction, characterized in that the central portions of the upper and lower connecting rods are connected by a vertical rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8383486U JPH0322355Y2 (en) | 1986-06-02 | 1986-06-02 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8383486U JPH0322355Y2 (en) | 1986-06-02 | 1986-06-02 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS62196240U JPS62196240U (en) | 1987-12-14 |
| JPH0322355Y2 true JPH0322355Y2 (en) | 1991-05-15 |
Family
ID=30937781
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP8383486U Expired JPH0322355Y2 (en) | 1986-06-02 | 1986-06-02 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0322355Y2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0716758Y2 (en) * | 1988-09-14 | 1995-04-19 | 建設基礎エンジニアリング株式会社 | Formwork unit |
| JPH0663353B2 (en) * | 1988-11-28 | 1994-08-22 | ナショナル住宅産業株式会社 | Mesh formwork |
-
1986
- 1986-06-02 JP JP8383486U patent/JPH0322355Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS62196240U (en) | 1987-12-14 |
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