JP2001140217A - Concrete piece drop prevention construction in concrete structure - Google Patents

Concrete piece drop prevention construction in concrete structure

Info

Publication number
JP2001140217A
JP2001140217A JP31926699A JP31926699A JP2001140217A JP 2001140217 A JP2001140217 A JP 2001140217A JP 31926699 A JP31926699 A JP 31926699A JP 31926699 A JP31926699 A JP 31926699A JP 2001140217 A JP2001140217 A JP 2001140217A
Authority
JP
Japan
Prior art keywords
concrete
plate
resin
piece
building
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.)
Granted
Application number
JP31926699A
Other languages
Japanese (ja)
Other versions
JP4323646B2 (en
Inventor
Juichi Yoshikawa
寿一 吉川
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
YOSHIKAWA ENBI KOGYOSHO KK
Original Assignee
YOSHIKAWA ENBI KOGYOSHO KK
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by YOSHIKAWA ENBI KOGYOSHO KK filed Critical YOSHIKAWA ENBI KOGYOSHO KK
Priority to JP31926699A priority Critical patent/JP4323646B2/en
Publication of JP2001140217A publication Critical patent/JP2001140217A/en
Application granted granted Critical
Publication of JP4323646B2 publication Critical patent/JP4323646B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a structure capable of preventing the drop of concrete pieces in a concrete construction and further concrete pieces drop prevention construction for a concrete structure to be prevented from the rusting of steel bars. SOLUTION: A surface from which a concrete piece 10 has dropped and/or a surface from which the falling of a concrete piece is predicted for a concrete structure 1 is covered with a plurality of plate-shaped members; a plurality of plate-shaped members are formed, jointed; a gap 3 is provided between a concrete structure and a plate-shaped member, and the gap is ventilated and a resin having transparency is adopted for a plate-shaped member, so that the dropping of a concrete piece is prevented, a concrete surface is ventilated and the occurrence of rust from inner reinforcing bars is prevented, the rupture of concrete is prevented, and also the changes in concrete surface can be visually inspected.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明はコンクリート建造物
のコンクリート片落下防止構造に係わり、特に、成形し
た複数個の板状部材でコンクリート面を被覆して落下を
防ぐコンクリート建造物のコンクリート片落下防止構造
に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure for preventing falling of concrete pieces in a concrete structure, and more particularly to a method for preventing falling of concrete pieces in a concrete building which covers a concrete surface with a plurality of molded plate-shaped members to prevent falling. Regarding the structure.

【0002】[0002]

【従来の技術】最近、新幹線のトンネル内壁や高速道路
の高架橋等のコンクリート建造物で、コンクリート片の
落下が続発し、大きな問題になっている。
2. Description of the Related Art Recently, concrete pieces such as the inner walls of tunnels of Shinkansen bullet trains and viaducts of expressways have fallen seriously, causing a serious problem.

【0003】その原因は種々取り沙汰されているが、コ
ンクリートを爆裂させコンクリート片の落下をもたらす
鉄筋の錆は、鋼でできている鉄筋がコンクリートの変性
につれて発生するもので、根本的に避けられない。建造
当初の鉄筋はアルカリ性のコンクリートに覆われて錆か
ら守られているが、空気中の二酸化炭素や酸性雨のため
にコンクリートが表面付近から中性化する。特に水がか
かる部分ではその速度が速い。年月の経過につれて、中
性化はコンクリートの内部に達し、内部の鉄筋をさびさ
せる。さびた鉄筋は体積が膨張し、コンクリートを爆裂
させ、コンクリート片の落下をみるようになる。
[0003] Although the causes are variously discussed, rust of reinforcing steel which explodes concrete and causes concrete pieces to fall is fundamentally unavoidable because steel reinforcing steel is generated as the concrete is denatured. . The rebar at the beginning of construction is protected from rust by being covered with alkaline concrete, but the concrete is neutralized from near the surface due to carbon dioxide and acid rain in the air. The speed is particularly high in areas where water is applied. Over the years, the neutralization reaches the interior of the concrete and rusts the internal reinforcement. Rusty rebar expands in volume, causing the concrete to explode and seeing concrete pieces fall.

【0004】対応として、トンネル内壁等のコンクリー
ト建造物では、打検して音の異常から判定し、あるいは
目視により剥落をみつけ、問題個所にその形状に対応し
たアングルを固定して落下を防止している。また、剥落
個所ではコンクリートの亀裂をハンマーでたたき崩し、
内部鉄筋の錆を落として錆止め塗装を施しコンクリート
を打つという補修手段がとられている。
As a countermeasure, in a concrete building such as an inner wall of a tunnel, a tapping is performed to judge from abnormal sound, or a peeling is visually found, and an angle corresponding to the shape is fixed at a problem portion to prevent the concrete from falling. ing. Also, at the spalling point, the concrete crack was knocked down with a hammer,
Repair measures have been taken to remove rust from the internal reinforcing steel, apply rust-preventive paint, and hit concrete.

【0005】上述のトンネル、橋脚等のコンクリート建
造物のほかに、鉄筋コンクリート造りの室内プールの天
井等でも同様にコンクリート片の落下が問題となってい
る。特に温水プールでは、天井付近は40度を超える高
温と湿気のため鉄筋はさびやすく、築年数の経過ととも
に梁の表面からコンクリート片の落下している個所が多
数認められるようになる。これに対し、従来は上述のト
ンネル内部や橋梁と同様の補修手段がとられていた。
[0005] In addition to the above-mentioned concrete buildings such as tunnels and bridge piers, falling of concrete pieces also poses a problem on the ceiling of an indoor pool made of reinforced concrete. Particularly in a heated pool, the reinforcing bar is easily rusted near the ceiling due to high temperature and humidity exceeding 40 degrees, and many places where concrete pieces are dropped from the surface of the beam with the passage of age are recognized. On the other hand, conventionally, the same repair means as in the above-described tunnel and bridges has been taken.

【0006】[0006]

【発明が解決しようとする課題】しかしながら、アング
ルを固定する落下防止策は線と線による補強であり、ア
ングルとアングルの間隔をよほどつめないとアングルが
ない部分でのコンクリート落下は防止できない。また、
落下個所の錆落し、錆止め塗装、コンクリート打ちとい
う補修手段は根本的な改善ではないため、数年後、同じ
事故を引き起こすことが予想される。
However, a fall prevention measure for fixing the angle is reinforcement by wires, and concrete falling at a portion where there is no angle cannot be prevented unless the interval between the angles is reduced. Also,
Repairs such as rusting, rust-prevention painting, and concrete pouring at the point of fall are not fundamental improvements, so it is expected that the same accident will occur several years later.

【0007】鉄筋をさびさせないために、鉄筋を厚いコ
ンクリートで覆い、鉄筋付近のコンクリートの中性化を
遅らせる提案もあるが、既設のコンクリート建造物には
採用不可能である。
[0007] In order to prevent the reinforcing steel from being rusted, there is a proposal to cover the reinforcing steel with thick concrete and delay the neutralization of the concrete near the reinforcing steel. However, it is impossible to adopt the method for existing concrete buildings.

【0008】本発明は、上述の問題を解決するためにな
されたもので、既設のコンクリート建造物における、鉄
筋の錆でコンクリートが爆裂してコンクリート片が落下
するのを防止し、さらに鉄筋の錆を防止するコンクリー
ト建造物のコンクリート片落下防止構造を提供するもの
である。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problem, and it is an object of the present invention to prevent concrete from exploding due to rust of reinforcing steel in an existing concrete building and dropping concrete pieces. It is an object of the present invention to provide a concrete piece falling prevention structure of a concrete building for preventing the falling of concrete pieces.

【0009】[0009]

【課題を解決するための手段】本発明によるコンクリー
ト建造物のコンクリート片落下防止構造は、コンクリー
ト建造物のコンクリート片が落下した面および/または
コンクリート片の落下が予測される面を、複数個の板状
部材で被覆する。
According to the present invention, a concrete piece falling prevention structure for a concrete structure is provided with a plurality of surfaces on which concrete pieces fall and / or where concrete pieces are predicted to fall. Cover with a plate-like member.

【0010】また、本発明によるコンクリート建造物の
コンクリート片落下防止構造は、コンクリート建造物の
形状に合わせて複数個の板状部材を成形、連結したもの
であり、コンクリート建造物と板状部材との間に間隙を
設け、間隙に通気する。
Further, the concrete piece falling prevention structure of a concrete building according to the present invention comprises a plurality of plate-like members formed and connected in accordance with the shape of the concrete building. A gap is provided between them, and the space is ventilated.

【0011】板状部材は透明性を有する樹脂である。The plate member is a resin having transparency.

【0012】本発明によるコンクリート建造物のコンク
リート片落下防止構造は、コンクリート片が落下した面
および/またはコンクリート片の落下が予測される面
を、複数個の板状部材を成形・連結して被覆し、コンク
リートと板状部材との間に間隙を設けて通気して、板状
部材でコンクリート片の落下を防ぐと共に通気によて内
部の鉄筋の錆発生を防ぎ, コンクリートの爆裂を未然に
防止できる。また、板状部材に透明な樹脂を採用してコ
ンクリート表面の変化を目視できる利点を有する。
A concrete piece falling prevention structure for a concrete building according to the present invention covers a surface on which a concrete piece has fallen and / or a surface on which a concrete piece is expected to fall by molding and connecting a plurality of plate-like members. The ventilation between the concrete and the plate-shaped member is provided to prevent the falling of concrete pieces at the plate-shaped member, and the ventilation prevents the internal rebar from rusting and prevents the explosion of concrete. it can. In addition, there is an advantage that a change in the concrete surface can be visually observed by using a transparent resin for the plate-shaped member.

【0013】[0013]

【発明の実施の形態】以下に、本発明によるコンクリー
ト建造物のコンクリート片落下防止構造における実施の
形態例を、図面を参照して詳述する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a concrete piece falling prevention structure for a concrete building according to the present invention will be described below in detail with reference to the drawings.

【0014】コンクリート片が落下した鉄筋コンクリー
ト造りの室内プールの天井梁について、剥落個所周囲は
コンクリートの亀裂をハンマーでたたき崩し、内部鉄筋
の錆を落として錆止め塗装をしてコンクリートを打って
補修し、図2(a)に示す板状部材2を、同図(b)に
示すように梁の形状に合わせて成形したもの20の多数
個を、図1(a)、(b)に示すように、ボルト5で固
定し、天井から垂直に張り出した梁のコンクリート全面
を板状部材2でカバー状に被覆する。更に天井の水平部
分も後述する連結方法を併用して全面を板状部材2で被
覆することができる。
With regard to the ceiling beams of the reinforced concrete indoor pool where the concrete pieces have fallen, the surrounding area where the concrete has fallen is crushed with a hammer to break the cracks in the concrete, the rust of the internal reinforcing steel is dropped, the rust preventive paint is applied, and the concrete is hit and repaired. As shown in FIGS. 1 (a) and 1 (b), a large number 20 of the plate-like members 2 shown in FIG. 2 (a) formed according to the shape of the beam as shown in FIG. Then, the entire surface of the concrete of the beam vertically fixed from the ceiling and fixed with bolts 5 is covered with the plate-shaped member 2 in a cover shape. Further, the horizontal portion of the ceiling can be entirely covered with the plate-shaped member 2 by using the connecting method described later.

【0015】板状部材2としては、軽く、機械的強度が
大きく、耐水性があり、耐熱温度が高く、酸・アルカリ
に強く、電気絶縁性に優れ、自己消化機能(耐燃性)を
備えたポリプロピレンが好適であるが、ポリプロピレン
に限定されず、航空機等に採用されている炭素繊維強化
プラスチィック等の合成樹脂も好適である。更に、樹脂
に限定されず、ステンレスや軽量のアルミニューム等の
金属も適宜選択される。
The plate-like member 2 is light, has high mechanical strength, is water-resistant, has a high heat-resistant temperature, is resistant to acids and alkalis, has excellent electrical insulation properties, and has a self-extinguishing function (flame resistance). Polypropylene is preferred, but not limited to polypropylene, and synthetic resins such as carbon fiber reinforced plastics used in aircraft and the like are also suitable. Further, the material is not limited to a resin, and a metal such as stainless steel or lightweight aluminum is appropriately selected.

【0016】成形した樹脂20をコンクリート建造物1
に固定するには、図2(a)、(b)に示すように、あ
らかじめ板状樹脂2にボルト穴21、21、…を穿ち、
樹脂に穿ったボルト穴21、21、…に対応して、同図
(c)に示すように、梁や天井にアンカーボルトを5、
5、…打込んでおく。成形した樹脂20を所定位置に配
置してボルト穴21からアンカーボルト5の上部を突出
させ、成形した樹脂20と同質の樹脂で製作し内部にね
じ山が切ってあるボルトカバー6を螺着する(図1
(c))。
The molded resin 20 is applied to a concrete building 1
2A and 2B, drill holes 21, 21,... In advance in the plate-like resin 2.
Corresponding to the bolt holes 21, 21,... Drilled in the resin, as shown in FIG.
5,… The molded resin 20 is arranged at a predetermined position, the upper part of the anchor bolt 5 is projected from the bolt hole 21, and the bolt cover 6, which is made of a resin of the same quality as the molded resin 20 and has a thread therein, is screwed therein. (Figure 1
(C)).

【0017】本発明によるコンクリート建造物のコンク
リート片落下防止構造は、広大な面積を被覆するため、
建造物の形状、多数個の板状樹脂2、2、…で大きさに
あわせ構成される(図1(b))。例えば25m幅の梁
1本を被覆するとき、15個の板状樹脂2、2、…を使
用して、15個のカバー状に成形した樹脂20、20、
…とし、それら15個の成形した樹脂20を順次連結し
て被覆する。
The concrete piece falling prevention structure of a concrete building according to the present invention covers a large area,
It is composed according to the shape of the building and the size with a large number of plate-like resins 2, 2,... (FIG. 1B). For example, 25m wide beam
When covering one piece, using fifteen plate-like resins 2, 2,..., Fifteen cover-shaped resins 20, 20,.
, And the 15 molded resins 20 are sequentially connected and covered.

【0018】通常、樹脂の成形加工は金型を使用する射
出成形で行われるが、本発明に採用される板状樹脂2の
成形は、板状樹脂2を曲げ加工して行われる。
Usually, the molding of the resin is performed by injection molding using a mold, but the molding of the plate-like resin 2 employed in the present invention is performed by bending the plate-like resin 2.

【0019】図2(a)に示すように、ポリプロピレン
樹脂の曲げ加工は、板状樹脂2の曲げ線22、23、2
4に沿ってV字溝をつけ、電気ヒーターをV字溝の裏か
ら近づけて加温し、樹脂を溶融させて溝面を圧着する。
複数本のV字溝に同様な曲げ加工を施し、断面が“コ”
の字型(図1(a))、あるいはその変形(図1
(c))のカバー状に成形した樹脂20が得られる。V
字溝の角度を調節すれば、緩やかなカーブ面の被覆に適
する成形した樹脂(図示せず)を構成することができ
る。
As shown in FIG. 2A, the bending process of the polypropylene resin is performed by bending the bending lines 22, 23, 2
A V-shaped groove is formed along 4, and an electric heater is heated close to the back of the V-shaped groove to melt the resin and crimp the groove surface.
A similar bending process is applied to a plurality of V-shaped grooves, and the cross section is
(FIG. 1 (a)) or its deformation (FIG. 1).
(C)) The resin 20 molded into a cover shape is obtained. V
By adjusting the angle of the groove, a molded resin (not shown) suitable for covering a gentle curved surface can be formed.

【0020】上述のようにして建造物の形状に相当する
よう成形された複数個の成形した樹脂20を連結するた
め、図3(a)、(b)に示すように、順次連結される
成形した樹脂20の一定方向(図では右側)に連結片2
5をそれぞれ固定する。連結片25は、板状樹脂2と同
質部材(ポリプロピレン樹脂)で構成され、そのほぼ半
分が板状樹脂2側に溶接され、残半分が隣り成形した樹
脂20に重なる状態になる。
As shown in FIGS. 3 (a) and 3 (b), in order to connect a plurality of molded resins 20 molded so as to correspond to the shape of the building as described above, the moldings are sequentially connected. Connecting piece 2 in a certain direction (right side in the figure)
5 are fixed respectively. The connecting piece 25 is made of the same material (polypropylene resin) as the plate-like resin 2, and almost half of the connection piece 25 is welded to the plate-like resin 2 side, and the other half is in a state of overlapping with the resin 20 formed next.

【0021】連結片25を板状樹脂2に固定するする
際、熱風を溶接部に吹きつけ、樹脂表面と溶接棒を同時
に溶かして溶接する。板状部材2として金属が選択され
たときには連結片25も同質金属が溶接される。
When fixing the connecting piece 25 to the plate-like resin 2, hot air is blown to the welding portion, and the resin surface and the welding rod are simultaneously melted and welded. When a metal is selected as the plate-shaped member 2, the connecting piece 25 is also welded with a homogeneous metal.

【0022】建造物1のコンクリート表面に、初めの成
形した樹脂20をアンカーボルト5で固定し、その連結
片25の上に重ねて次ぎの成形した樹脂20を固定する
ことを繰返して、建造物の形状、大きさにあわせ多数個
を連結する。
The first molded resin 20 is fixed on the concrete surface of the building 1 with the anchor bolts 5, and the next molded resin 20 is fixed on the connecting piece 25 by repeating the same. A large number are connected according to the shape and size of.

【0023】成形した樹脂20をコンクリート建造物に
固定する際、図1(c)に示すように、長いアンカーボ
ルト5を選択して、コンクリート面との間に10〜70
cm、より好ましくは20〜50cmの間隙3を設ける
ようにして固定すると、連結された樹脂カバーとコンク
リート間に間隙3ができる。この間隙3をダクトにして
ファンで空気を循環させ、コンクリート面の結露を防止
することが可能である。これにより、コンクリート内の
鉄筋の錆発生を遅らせる効果が大である。
When the molded resin 20 is fixed to a concrete building, as shown in FIG.
cm, more preferably between 20 and 50 cm, the gap 3 is created between the connected resin cover and concrete. Using the gap 3 as a duct, air can be circulated by a fan to prevent condensation on the concrete surface. Thereby, the effect of delaying the generation of rust of the reinforcing steel in the concrete is great.

【0024】板状樹脂2として透明性を有する樹脂を採
用することにより、コンクリート面の目視検査が可能と
る。また、成形した樹脂20はブロック単位で着脱可能
であるから、目視で剥落個所が発見されたときには、対
応するブロックの板状樹脂2を外して補修し、再度板状
樹脂2をボルト締めすればよい。
By using a transparent resin as the plate-like resin 2, a visual inspection of the concrete surface is possible. In addition, since the molded resin 20 is detachable in units of blocks, when a stripped portion is visually found, the plate-shaped resin 2 of the corresponding block is removed and repaired, and the plate-shaped resin 2 is bolted again. Good.

【0025】実施例では、コンクリート建造物として室
内プールを例示したが、板状樹脂2の成形形状を変える
ことにより、新幹線のトンネル内壁や高架橋、高速道路
の橋脚等のコンクリート落下を防止するのにも、同様に
優れた効果をあげることができるのはいうまでもない。
In the embodiment, the indoor pool is exemplified as the concrete building. However, by changing the molding shape of the plate-like resin 2, it is possible to prevent concrete falling on the inner wall of a tunnel of a Shinkansen, a viaduct, a pier of a highway, and the like. However, it goes without saying that excellent effects can be similarly obtained.

【0026】[0026]

【発明の効果】以上の説明からも明らかなように、本発
明によるコンクリート建造物のコンクリート片落下防止
構造は、コンクリート建造物のコンクリート片が落下し
た面および/またはコンクリート片の落下が予測される
面を、複数個の板状部材で被覆するもので、コンクリー
ト建造物の形状に合わせて複数個の板状部材を成形、連
結し、コンクリート建造物と板状部材との間に間隙を設
けて間隙に通気し、板状部材には透明性を有する樹脂を
採用するので、コンクリート片が落下した面および/ま
たはコンクリート片の落下が予測される面を、成形した
複数個の板状部材で被覆してコンクリート片の落下を防
ぐと共に、コンクリート表面に通気して内部の鉄筋の錆
発生を防ぎ, コンクリートの爆裂を未然に防止できる。
また、透明な樹脂を採用してコンクリート表面の変化を
目視検査することが可能である。
As is clear from the above description, the concrete piece falling prevention structure of the concrete building according to the present invention is expected to have a surface on which the concrete piece of the concrete building has fallen and / or to drop the concrete piece. The surface is covered with a plurality of plate members, and a plurality of plate members are formed and connected according to the shape of the concrete building, and a gap is provided between the concrete building and the plate member. Ventilation is applied to the gap, and a transparent resin is used for the plate-like member. Therefore, the surface on which the concrete piece has fallen and / or the surface where the concrete piece is expected to fall is covered with a plurality of molded plate-like members. In addition to preventing concrete pieces from falling, ventilation to the concrete surface prevents rust on the internal reinforcing steel and prevents explosion of concrete.
Further, it is possible to visually inspect the change of the concrete surface by employing a transparent resin.

【図面の簡単な説明】[Brief description of the drawings]

【図1】(a)本発明のコンクリート建造物のコンクリ
ート片落下防止構造を説明する部分断面図。 (b)本発明を説明する斜視図。 (c)本発明の他の実施例を説明する部分断面図。
FIG. 1A is a partial cross-sectional view illustrating a concrete piece falling prevention structure of a concrete building of the present invention. (B) A perspective view illustrating the present invention. (C) Partial sectional view explaining another example of the present invention.

【図2】(a)本発明に採用される板状部材を説明する
図。 (b)本発明の採用される板状部材の成形を説明する
図。 (c)本発明が採用されるコンクリート建造物を説明す
る図。
FIG. 2A is a diagram illustrating a plate-like member used in the present invention. (B) The figure explaining shaping | molding of the plate-shaped member employ | adopted by this invention. (C) The figure explaining the concrete building where this invention is employ | adopted.

【図3】(a)本発明に採用される板状部材の連結を説
明する側面図。 (b)本発明に採用される板状部材の連結を説明する斜
視図。
FIG. 3A is a side view for explaining connection of a plate-like member employed in the present invention. (B) The perspective view explaining the connection of the plate-shaped member employ | adopted by this invention.

【符号の説明】[Explanation of symbols]

1・・・・・コンクリート建造物 10・・・・・コンクリート片 2・・・・・板状部材 20・・・・・成形した樹脂 21・・・・・ボルト穴 22、23、24・・・・・板状部材の曲げ線 25・・・・・連結片 3・・・・・間隙 5・・・・・アンカーボルト 6・・・・・ボルトカバー 1 ····· Concrete building 10 ····· Concrete piece 2 ···· Plate member 20 ···· Molded resin 21 ··· Bolt holes 22, 23, 24 ··· ... Bending line of plate-like member 25 ... Connection piece 3 ... Gap 5 ... Anchor bolt 6 ... Bolt cover

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】コンクリート建造物(1)のコンクリート
片(10)が落下した面および/または前記コンクリー
ト片の落下が予測される面を、複数個の板状部材(2)
で被覆することを特徴とするコンクリート建造物のコン
クリート片落下防止構造。
A surface of a concrete building (1) on which a concrete piece (10) has fallen and / or a surface on which the concrete piece is predicted to fall is provided with a plurality of plate-like members (2).
A concrete piece falling prevention structure for a concrete building, characterized by being covered with a coating.
【請求項2】前記コンクリート建造物の形状に合わせて
前記複数個の板状部材を成形、連結したことを特徴とす
る請求項1記載のコンクリート建造物のコンクリート片
落下防止構造。
2. The concrete piece falling prevention structure for a concrete building according to claim 1, wherein the plurality of plate-like members are formed and connected according to the shape of the concrete building.
【請求項3】前記コンクリート建造物と前記板状部材と
の間に間隙(3)を設け、前記間隙に通気することを特
徴とする請求項1または2記載のコンクリート建造物の
コンクリート片落下防止構造。
3. A concrete building according to claim 1 or 2, wherein a gap (3) is provided between said concrete building and said plate-shaped member, and said gap is ventilated. Construction.
【請求項4】前記板状部材は透明性を有する樹脂である
ことを特徴とする請求項1、2または3記載のコンクリ
ート建造物のコンクリート片落下防止構造。
4. The concrete piece falling prevention structure for a concrete building according to claim 1, wherein the plate-like member is a resin having transparency.
JP31926699A 1999-11-10 1999-11-10 Concrete piece fall prevention structure for concrete buildings Expired - Fee Related JP4323646B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP31926699A JP4323646B2 (en) 1999-11-10 1999-11-10 Concrete piece fall prevention structure for concrete buildings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP31926699A JP4323646B2 (en) 1999-11-10 1999-11-10 Concrete piece fall prevention structure for concrete buildings

Publications (2)

Publication Number Publication Date
JP2001140217A true JP2001140217A (en) 2001-05-22
JP4323646B2 JP4323646B2 (en) 2009-09-02

Family

ID=18108295

Family Applications (1)

Application Number Title Priority Date Filing Date
JP31926699A Expired - Fee Related JP4323646B2 (en) 1999-11-10 1999-11-10 Concrete piece fall prevention structure for concrete buildings

Country Status (1)

Country Link
JP (1) JP4323646B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030081910A (en) * 2002-04-15 2003-10-22 (주)씨씨엘 코리아 Strengthening method using cfrp(carbon fiber reinforced polymer) plates & steel anchorage with formed shear key
KR20030081911A (en) * 2002-04-15 2003-10-22 (주)씨씨엘 코리아 Strengthening method using cfrp(carbon fiber reinforced polymer) l-shaped plates & steel anchorage with formed shear key
WO2009142369A1 (en) * 2008-05-20 2009-11-26 Woo Kyoung Construction Co., Ltd. Hybrid steel composite girder construction method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030081910A (en) * 2002-04-15 2003-10-22 (주)씨씨엘 코리아 Strengthening method using cfrp(carbon fiber reinforced polymer) plates & steel anchorage with formed shear key
KR20030081911A (en) * 2002-04-15 2003-10-22 (주)씨씨엘 코리아 Strengthening method using cfrp(carbon fiber reinforced polymer) l-shaped plates & steel anchorage with formed shear key
WO2009142369A1 (en) * 2008-05-20 2009-11-26 Woo Kyoung Construction Co., Ltd. Hybrid steel composite girder construction method

Also Published As

Publication number Publication date
JP4323646B2 (en) 2009-09-02

Similar Documents

Publication Publication Date Title
Kodur et al. Review and assessment of fire hazard in bridges
CA2323944A1 (en) Retrofitting existing concrete columns by external prestressing
JP2001140217A (en) Concrete piece drop prevention construction in concrete structure
CN1078292C (en) Wall construction and method of manufacturing wall construction
US20190112925A1 (en) A tunnel wall element and a method of assembling tunnel walls comprising the tunnel wall elements
US6279281B1 (en) Concrete forming system
JPS59130940A (en) Space lattice structure
CN114263336A (en) Construction method of KTC plate composite outer wall decoration system
JP3520766B2 (en) FRP reinforced concrete structure
JP3832312B2 (en) Girder structure constructed by split construction of prestressed concrete multi-span continuous girder structure and its construction method
CN105952027B (en) A kind of connecting node and its operating method of girder steel and Multicarity steel plate shear force wall
CN219908570U (en) Crack-proof construction setting structure for concrete anti-collision guardrail of cylindrical pier bridge
Nowak Strengthening and repair methods for brick arched balconies
JP2000297490A (en) Wall construction method and its wall structure
KR101896292B1 (en) Steel box type wind slab and its construction method
WO1996032552A1 (en) Method and facade element for repair building
US6561726B1 (en) Lining panel fastening
CN101611202A (en) Has super-strength block structured post tensioning block structure system
Rossow FHWA Bridge Inspector’s Manual
JPH09111914A (en) Fire resistive coating construction
Majoros et al. Degree of deterioration due to fire in large concrete halls
JP2009108585A (en) Method of repairing reinforcing bar of concrete structure
Hawkins Discussion of current issues related to steel telecommunications monopole structures
CN110700467A (en) Mounting method of assembled steel structure concrete composite slab
JP6370336B2 (en) Roof structure

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20061101

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20081009

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20081028

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20081212

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20090120

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20090319

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20090512

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20090605

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120612

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20150612

Year of fee payment: 6

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees