JPH0565648B2 - - Google Patents
Info
- Publication number
- JPH0565648B2 JPH0565648B2 JP19412587A JP19412587A JPH0565648B2 JP H0565648 B2 JPH0565648 B2 JP H0565648B2 JP 19412587 A JP19412587 A JP 19412587A JP 19412587 A JP19412587 A JP 19412587A JP H0565648 B2 JPH0565648 B2 JP H0565648B2
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- decorative
- board
- existing pile
- decorative board
- 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
- 239000004567 concrete Substances 0.000 claims description 50
- 238000000034 method Methods 0.000 claims description 13
- 239000011178 precast concrete Substances 0.000 claims description 12
- 239000004575 stone Substances 0.000 claims description 10
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 239000004570 mortar (masonry) Substances 0.000 claims description 5
- 238000005553 drilling Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 7
- 238000005034 decoration Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 238000003780 insertion Methods 0.000 description 3
- 230000037431 insertion Effects 0.000 description 3
- 235000019640 taste Nutrition 0.000 description 3
- 239000002184 metal Substances 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 230000003796 beauty Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
Landscapes
- Retaining Walls (AREA)
- Revetment (AREA)
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は河岸の美化のため、該壁面を化粧板に
よつて被覆する技術に係る。河岸壁美装用コンク
リート化粧板及びプレキヤストコンクリート化粧
板による河岸壁被覆工法に関するものである。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a technique for covering a wall surface with a decorative board for beautifying a riverbank. This invention relates to a method for covering river banks with concrete decorative boards and precast concrete decorative boards for the decoration of river banks.
従来より、河岸の壁面を美装する方法として既
設の河岸面にコンクリートを現場打ちする方法が
採られているが、現場打ちコンクリートの場合
は、その仕上り面が単調になり趣向性に乏しいた
め、石積み又はモザイク等の表面趣向を呈する方
法として、既設の詰杭式コンクリート護岸の表面
に自然石や美装ブロツクを貼着する工法が多く使
用されている。即ち、これらの河岸壁面の美装工
法は、第11図に示すようにコンクリートを現場
打ちする必要があるため、既設の詰杭式コンクリ
ート護岸50と離間して仮締切用矢板51を河川
中に並設すると共に、排水用ポンプ52によつて
排水した状態で、該詰杭式コンクリート護岸50
に沿つて現場打ちコンクリート型枠53を組成施
工するものであつた。
Traditionally, the method of beautifying riverbank walls has been to cast concrete on the existing riverbank surface, but in the case of cast-in-place concrete, the finished surface is monotonous and lacks interest. As a method of creating a surface effect such as masonry or mosaic, a method of pasting natural stones or decorative blocks on the surface of an existing pile-type concrete revetment is often used. In other words, these beautification construction methods for riverbank walls require concrete to be poured on-site as shown in FIG. The pile type concrete revetment 50 is installed in parallel and drained by the drainage pump 52.
The cast-in-place concrete forms 53 were constructed along the lines.
従つて上記工法に依れば、施工に際して施工部
の河水を排除するための仮締切用矢板51を取り
付け又は排除する工程を要し、工数が増大すると
共に、現場打ちコンクリートの場合は、その仕上
り面が単調になり趣向性に乏しくなり、一方、自
然石や美装ブロツクを貼着する方法では多大な労
力を要する問題を有していた。
Therefore, according to the above-mentioned construction method, the process of attaching or removing the temporary cofferdam sheet pile 51 to exclude river water from the construction area is required during construction, which increases the number of man-hours and, in the case of cast-in-place concrete, reduces the finish quality. The surface becomes monotonous and lacks taste, while the method of pasting natural stones or decorative blocks has the problem of requiring a great deal of labor.
本発明は上記問題に鑑みて成されたもので、水
面の干満差を利用して短時間に且つ簡単に施工す
ることができると共に、自然石やモザイク模様
等、種々の様相を呈する河岸壁面を形成すること
ができる河岸壁美装用コンクリート化粧板を提供
すると同時にプレキヤストコンクリート化粧板に
よる河岸壁被覆工法を提唱することを目的とする
ものである。 The present invention has been developed in view of the above problems, and can be constructed in a short time and easily by taking advantage of the tidal difference in the water surface. The purpose of the present invention is to provide a concrete decorative board for the beauty of a riverbank wall that can be formed, and at the same time to propose a method for covering a riverbank wall with a precast concrete decorative board.
本発明に係る河岸壁美装用コンクリート化粧板
は、表面に自然石板を貼着するか又は所望の模様
を表現した化粧面部を形成して成り、板厚内に鉄
筋を配設して成る適宜単位面形状を構成して成る
コンクリート板の裏面に於いて、少なくとも一箇
所に幅方向に延びる帯状溝を形成すると共に、該
帯状溝の上縁に既設詰杭式コンクリート護岸面又
はその間詰めコンクリートに固設し横方向に延び
るアングル状の取付金具に対して上下方向に係合
する係合縁を構成した掛止桿を沿説固着した構造
に成るものである。
The decorative concrete board for riverside walls according to the present invention is formed by pasting a natural stone board on the surface or forming a decorative surface portion expressing a desired pattern, and is an appropriate unit formed by arranging reinforcing bars within the thickness of the board. On the back side of the concrete plate constituting the surface shape, a band-shaped groove extending in the width direction is formed in at least one place, and the upper edge of the band-shaped groove is fixed to the existing pile-type concrete revetment surface or the concrete filling in between. It has a structure in which a locking rod, which constitutes an engagement edge that engages in the vertical direction with an angle-shaped mounting bracket that extends in the horizontal direction, is fixedly attached.
又、本発明のプレキヤストコンクリート化粧板
による河岸壁被覆工法は、既設詰杭式コンクリー
ト護岸面又はその間詰めコンクリートにアンカー
孔を穿設し、該アンカー孔に対して横方向に延び
るアングル状の取付金具をアンカー金具を介して
所定の間隔で固設すると共に、表面に自然石板を
貼着するか又は所望の模様を表現した化粧面部を
形成し、板厚内に鉄筋を配設して適宜単位面形状
を構成して成る予め製造した河岸壁美装用コンク
リート化粧板の裏面に突設した掛止桿を係合し、
該河岸壁美装用コンクリート化粧板を前記既設詰
杭式コンクリート護岸面の縦横に被覆並設した
後、該既設詰杭式コンクリート護岸面と河岸壁美
装用コンクリート化粧板間の間隙にモルタルを充
填して固化し、河岸壁を被覆することを要旨とす
るものである。 In addition, the method of covering a river bank wall using a precast concrete decorative board of the present invention involves drilling an anchor hole in the existing pile-type concrete revetment surface or the concrete filling in between, and attaching an angle shape extending laterally to the anchor hole. Fix the metal fittings at predetermined intervals via anchor metal fittings, attach a natural stone plate to the surface or form a decorative surface section expressing the desired pattern, and install reinforcing bars within the thickness of the plate as appropriate. Engaging a hanging rod protruding from the back side of a pre-manufactured concrete decorative board for riverside wall decoration with a surface shape,
After the concrete decorative board for beautifying the river bank wall is installed in parallel to cover the existing pile-type concrete revetment surface vertically and horizontally, mortar is filled into the gap between the existing packed pile-type concrete revetment surface and the concrete decorative board for the beautification of the river bank wall. The purpose is to solidify the water and cover the riverbank walls.
従つて、本発明に係るプレキヤストコンクリー
ト化粧板による河岸壁被覆工法では、既設詰杭式
コンクリート護岸面又はその間詰めコンクリート
にアンカー孔を穿設し、該アンカー孔に対して取
付金具を固設する作業と、該取付金具に河岸壁美
装用コンクリート化粧板を懸吊掛止する作業と、
既設詰杭式コンクリート護岸面と河岸壁美装用コ
ンクリート化粧板間の間隙にモルタルを充填する
作業によつて現場施工を終了するため、殊に潮位
によつて水位が短時間に変動するような河岸壁面
の被覆施工に於いても、河川水を排除するために
仮締切用矢板を打設する必要がなく、潮位に合わ
せて短時間に作業を完了することができる。
Therefore, in the river bank wall covering method using precast concrete decorative board according to the present invention, anchor holes are drilled in the existing pile-type concrete revetment surface or infill concrete, and mounting brackets are fixed to the anchor holes. work, and work of suspending a concrete decorative board for riverside wall beautification from the mounting bracket;
On-site construction is completed by filling mortar into the gap between the existing pile-type concrete revetment surface and the decorative concrete panel for river wall decoration, so this is especially important for river banks where the water level fluctuates quickly depending on the tide. In wall covering construction, there is no need to drive temporary cofferdam sheet piles to exclude river water, and the work can be completed in a short time according to the tide level.
又、本発明の河岸壁美装用コンクリート化粧板
は、表面の化粧面部が自然石板を貼着するか又は
所望の模様を表現する等、種々の趣向を呈する構
成にすることができるばかりでなく、工場生産に
よつて製造されるため、生産コストを引き下げる
ことができるものである。 In addition, the decorative concrete board for riverside walls of the present invention can not only be configured to have various tastes, such as having a natural stone board attached to the decorative surface portion of the surface or expressing a desired pattern, but also Since it is manufactured in a factory, production costs can be reduced.
以下、本発明の実施例を図面に従つて説明する
と、第1図乃至第3図は河岸壁美装用コンクリー
ト化粧板の一実施例を示すものである。
Embodiments of the present invention will be described below with reference to the drawings. FIGS. 1 to 3 show an embodiment of a concrete decorative board for beautifying a river bank wall.
この実施例は、「石積み」のイメージを構成し
たものであり、所定の縦横単位長さを有するコン
クリート板2の板厚内には鉄筋3を配設すると共
に、該鉄筋3に溶接金網4を溶接したプレキヤス
ト化粧板1である。該コンクリート板2の裏面に
は横方行に延びる帯状溝5,5が形成されてお
り、該帯状溝5の各上縁には、内端を前記溶接金
網4と溶着した下向きの係合縁7を持つた掛止桿
6を突設して成ると共に、コンクリート板2の前
面には、自然石薄板8,8…を多数並設した化粧
面部9を構成して成る。 This embodiment is constructed based on the image of "stone masonry", and reinforcing bars 3 are provided within the thickness of a concrete plate 2 having a predetermined vertical and horizontal unit length, and a welded wire mesh 4 is attached to the reinforcing bars 3. This is a welded precast decorative board 1. Band-shaped grooves 5, 5 extending laterally are formed on the back surface of the concrete plate 2, and each upper edge of the band-shaped groove 5 has a downward engaging edge whose inner end is welded to the welded wire mesh 4. It is formed by protruding a hanging rod 6 with a holder 7, and a decorative surface part 9 in which a large number of natural stone thin plates 8, 8, . . . are arranged in parallel is formed on the front side of the concrete plate 2.
又、第4図乃至第6図は取付金具10の実施例
を示すもので、アングル状縦桿11の中腹部に立
設固着した支桿12には、水平方向に延びる適宜
長さのアングル状掛止腕13をボルト・ナツト1
4によつて締結固着して成り、上記縦桿11の上
部中央にアンカー挿通孔15を穿設して成る。 Moreover, FIGS. 4 to 6 show an embodiment of the mounting bracket 10, and a supporting rod 12 that is erected and fixed to the midsection of an angular vertical rod 11 has an angular shape of an appropriate length extending in the horizontal direction. Attach the latch arm 13 to the bolt/nut 1
4, and an anchor insertion hole 15 is bored in the center of the upper part of the vertical rod 11.
次にプレキヤストコンクリート化粧板による河
岸壁被覆工法を工程順に第7図乃至第10図に従
つて説明する。 Next, a method of covering a river bank wall with a precast concrete decorative board will be explained in the order of steps with reference to FIGS. 7 to 10.
プレキヤスト化粧板1は、背面に固設した掛止
桿6の係合縁7を取付金具10の掛止腕13に掛
合して取付けるもので、先ず第7図または第8図
に示すように、既設の詰杭式コンクリート護岸3
0の間詰めコンクリート31又は、コンクリート
護岸30にアンカー孔16を穿設すると共に、該
アンカー孔16にホールインアンカー17等のア
ンカー金具を挿入してエポキシ樹脂系接着剤18
で固定した状態で、該ホールインアンカー17を
介して取付金具10の縦桿11に穿設したアンカ
ー挿通孔15を締結固設して成る。このとき、掛
止腕13が略水平になるように設置する。 The precast decorative board 1 is installed by engaging the engaging edge 7 of the retaining rod 6 fixed on the back side with the retaining arm 13 of the mounting bracket 10. First, as shown in FIG. 7 or FIG. 8, Existing concrete pile type revetment 3
An anchor hole 16 is bored in the compacted concrete 31 or the concrete revetment 30, and an anchor fitting such as a hole-in anchor 17 is inserted into the anchor hole 16, and an epoxy resin adhesive 18 is applied.
An anchor insertion hole 15 formed in the vertical rod 11 of the mounting bracket 10 is fastened and fixed through the hole-in anchor 17. At this time, the locking arm 13 is installed so as to be approximately horizontal.
この状態で第9図に示すように、プレキヤスト
化粧板1の掛止桿6の係合縁7を該掛止腕13に
掛止するように、プレキヤスト化粧板1を河岸か
ら懸吊しながら降下係合せしめた後、既設詰杭式
コンクリート護岸30面とプレキヤストコンクリ
ート化粧板1間の間隙Gにモルタル19を充填
し、固化せしめ固着被覆して成る。 In this state, as shown in FIG. 9, the precast decorative board 1 is lowered while suspended from the river bank so that the engaging edge 7 of the hanging rod 6 of the precast decorative board 1 is hooked to the locking arm 13. After they are engaged, mortar 19 is filled in the gap G between the existing pile type concrete revetment 30 and the precast concrete decorative board 1, and the mortar 19 is solidified and fixedly coated.
尚、上記プレキヤストコンクリート化粧板1の
吊込に際しては、第10図に示すように既設詰杭
式コンクリート護岸30の上縁に跨設移動するよ
うにした、専用ゴンドラ20を使用することによ
つて施工時間を短縮することができるものであ
り、該専用ゴンドラ20は、既設詰杭式コンクリ
ート護岸30の施工面に懸吊した作業台21を、
支柱22の上部と下部に枢設した複数個のキヤス
ター23,23…によつて護岸面横方向に移動可
能に構成されており、支柱22の頂部に取付ける
チエーンブロツク等の昇降具(図示せず)によつ
てプレキヤストコンクリート化粧板1を所定の位
置に懸吊移動することができる。 In addition, when suspending the precast concrete decorative board 1, as shown in FIG. The dedicated gondola 20 has a workbench 21 suspended from the construction surface of the existing pile-type concrete revetment 30.
It is configured to be movable in the lateral direction of the revetment surface by a plurality of casters 23, 23, etc. mounted on the upper and lower parts of the column 22, and a lifting device such as a chain block (not shown) attached to the top of the column 22 ), the precast concrete decorative board 1 can be suspended and moved to a predetermined position.
以上述べたように、本発明に係るプレキヤスト
コンクリート化粧板による河岸壁被覆工法では、
潮位によつて水位が短時間に変動するような河岸
壁面の被覆施工に於いても、河川水を排除するた
めに仮締切用矢板を打設する必要がなく、潮位に
合わせて短時間に作業を完了することができると
共に、本発明の河岸壁美装用コンクリート化粧板
は、表面の化粧面部を変更することによつて種々
の趣向を呈する構成にすることができるばかりで
なく、工場生産によつて生産コストを引き下げる
ことができる等の特徴を有するものであり、本発
明実施後の実用的効果は極めて大きい。
As mentioned above, in the river bank wall covering method using precast concrete decorative board according to the present invention,
Even when covering a river bank wall where the water level fluctuates in a short time depending on the tide level, there is no need to install temporary cofferdam sheet piles to exclude river water, and the work can be done in a short time according to the tide level. In addition, the decorative concrete board for riverside walls of the present invention not only can be configured to have various tastes by changing the decorative surface portion of the surface, but also can be manufactured in a factory. Therefore, the practical effects of implementing the present invention are extremely large.
第1図はコンクリート化粧板の河岸壁美装の一
実施例を示す正面図、第2図は同プレキヤストコ
ンクリート化粧板の背面図、第3図は第2図にお
ける要部拡大断面図、第4図は取付金具の1実施
例を示す正面図、第5図は同平面図、第6図は同
右側面図、第7図及び第8図はそれぞれ取付金具
の固設例を示す要部平面図、第9図はプレキヤス
トコンクリート化粧板の掛止被覆状態を示す要部
拡大断面図、第10図は施工用専用ゴンドラの側
面図、第11図は従来の施工方法を示す説明図で
ある。
1……プレキヤスト化粧板、2……コンクリー
ト板、3……鉄筋、4……溶接金網、5……帯状
溝、6……掛止桿、8……自然石薄板、9……化
粧面部、10……取付金具、11……縦桿、12
……支桿、13……掛止腕、15……アンカー挿
通孔、16……アンカー孔、17……ホールイン
アンカー、20……専用ゴンドラ、30……既設
詰杭式コンクリート護岸。
Fig. 1 is a front view showing an example of the concrete decorative board for riverbank wall decoration, Fig. 2 is a rear view of the same precast concrete decorative board, and Fig. 3 is an enlarged sectional view of the main part in Fig. 2. Figure 4 is a front view showing one embodiment of the mounting bracket, Figure 5 is a plan view of the same, Figure 6 is a right side view of the same, and Figures 7 and 8 are plan views of main parts showing an example of fixing the mounting bracket. Figure 9 is an enlarged cross-sectional view of the main part showing the precast concrete decorative board in a hooked and covered state, Figure 10 is a side view of a construction gondola, and Figure 11 is an explanatory diagram showing the conventional construction method. . 1... Precast decorative board, 2... Concrete board, 3... Rebar, 4... Welded wire mesh, 5... Band-shaped groove, 6... Hanging rod, 8... Natural stone thin plate, 9... Decorative surface part, 10...Mounting bracket, 11...Vertical rod, 12
... Support rod, 13 ... Hanging arm, 15 ... Anchor insertion hole, 16 ... Anchor hole, 17 ... Hole-in anchor, 20 ... Special gondola, 30 ... Existing pile type concrete revetment.
Claims (1)
を表現した化粧面部を形成して成り、板厚内に鉄
筋を配設して成る適宜単位面形状を構成して成る
コンクリート板の裏面に於いて、少なくとも一箇
所に幅方向に延びる帯状溝を形成すると共に、該
帯状溝の上縁に既設詰杭式コンクリート護岸面又
はその間詰めコンクリートに固設し横方向に延び
るアングル状の取付金具に対して上下方向に係合
する係合縁を構成した掛止桿を沿設固着して成る
ことを特徴とする河岸壁美装用コンクリート化粧
板。 2 既設詰杭式コンクリート護岸面又はその間詰
めコンクリートにアンカー孔を穿設し、該アンカ
ー孔に対して横方向に延びるアングル状の取付金
具をアンカー金具を介して所定の間隔で固設する
と共に、表面に自然石板を貼着するか又は所望の
模様を表現した化粧面部を形成し、板厚内に鉄筋
を配設して適宜単位面形状を構成して成る予め製
造した河岸壁美装用コンクリート化粧板の裏面に
突設した掛止桿を係合し、該河岸壁美装用コンク
リート化粧板を前記既設詰杭式コンクリート護岸
面の縦横に被覆並設した後、該既設詰杭式コンク
リート護岸面と河岸壁美装用コンクリート化粧板
間の間隙にモルタルを充填し、固化して成ること
を特徴とするプレキヤストコンクリート化粧板に
よる河岸壁被覆工法。[Claims] 1. A natural stone plate is pasted on the surface or a decorative surface portion expressing a desired pattern is formed, and reinforcing bars are arranged within the thickness of the plate to form an appropriate unit surface shape. On the back side of the concrete plate, a band-shaped groove extending in the width direction is formed at least in one place, and at the upper edge of the band-shaped groove, it is fixed to the existing pile-type concrete revetment surface or the filling concrete and extending in the horizontal direction. A concrete decorative board for beautifying a river bank wall, characterized in that a hanging rod is fixed along the side of the board, and the hook constitutes an engaging edge that engages in the vertical direction with an angle-shaped mounting bracket. 2. Drilling anchor holes in the existing pile-type concrete revetment surface or the concrete filling between them, and fixing angle-shaped mounting fittings extending laterally to the anchor holes at predetermined intervals via the anchor fittings, Pre-manufactured concrete decorative concrete for beautifying riverside walls, consisting of natural stone slabs pasted on the surface or a decorative surface section expressing a desired pattern, and reinforcing bars arranged within the thickness of the slab to form an appropriate unit surface shape. After engaging the hanging rods protruding from the back side of the board and installing the concrete decorative board for river wall beautification vertically and horizontally on the existing pile-type concrete revetment surface, A method of covering a river bank wall using precast concrete decorative boards, which is characterized by filling gaps between decorative concrete boards for river bank walls with mortar and solidifying it.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP19412587A JPS6436812A (en) | 1987-08-03 | 1987-08-03 | Decorative concrete slab for river bank wall and river bank wall covering work therewith |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP19412587A JPS6436812A (en) | 1987-08-03 | 1987-08-03 | Decorative concrete slab for river bank wall and river bank wall covering work therewith |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6436812A JPS6436812A (en) | 1989-02-07 |
| JPH0565648B2 true JPH0565648B2 (en) | 1993-09-20 |
Family
ID=16319324
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP19412587A Granted JPS6436812A (en) | 1987-08-03 | 1987-08-03 | Decorative concrete slab for river bank wall and river bank wall covering work therewith |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6436812A (en) |
Families Citing this family (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH03140513A (en) * | 1989-10-26 | 1991-06-14 | Yoshiki Matsui | Concrete block arranged with stone and laying thereof |
| JPH07102581A (en) * | 1993-10-08 | 1995-04-18 | Masashi Yukimoto | Method of front-reforming construction of existing engineering structure |
| JP3232828B2 (en) * | 1993-11-25 | 2001-11-26 | 日産自動車株式会社 | Vehicle cooling system |
| DE19753884A1 (en) * | 1997-12-05 | 1999-06-10 | Behr Gmbh & Co | Solar radiation sensor for detecting intensity and direction, for vehicle air conditioner control |
| KR100519912B1 (en) * | 2005-01-19 | 2005-10-10 | (주) 신평엔지니어링종합건축사사무소 | Facilities of sound absorption breast of for construction |
| JP5633250B2 (en) * | 2010-08-27 | 2014-12-03 | 株式会社 創景 | Masonry method |
| JP5597861B1 (en) * | 2014-01-28 | 2014-10-01 | 株式会社扇谷 | Civil masonry structure with natural stone pattern and construction method thereof |
-
1987
- 1987-08-03 JP JP19412587A patent/JPS6436812A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6436812A (en) | 1989-02-07 |
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