JP6467747B1 - View window structure of the embankment - Google Patents

View window structure of the embankment Download PDF

Info

Publication number
JP6467747B1
JP6467747B1 JP2018153208A JP2018153208A JP6467747B1 JP 6467747 B1 JP6467747 B1 JP 6467747B1 JP 2018153208 A JP2018153208 A JP 2018153208A JP 2018153208 A JP2018153208 A JP 2018153208A JP 6467747 B1 JP6467747 B1 JP 6467747B1
Authority
JP
Japan
Prior art keywords
frame
window
fixed
embedded
transparent plate
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.)
Active
Application number
JP2018153208A
Other languages
Japanese (ja)
Other versions
JP2020026702A (en
Inventor
孝夫 河野
孝夫 河野
林 秀哉
秀哉 林
祐児 渡邊
祐児 渡邊
健作 牧田
健作 牧田
康弘 土井
康弘 土井
昭喜 江頭
昭喜 江頭
Original Assignee
日新興業株式会社
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 日新興業株式会社 filed Critical 日新興業株式会社
Priority to JP2018153208A priority Critical patent/JP6467747B1/en
Application granted granted Critical
Publication of JP6467747B1 publication Critical patent/JP6467747B1/en
Publication of JP2020026702A publication Critical patent/JP2020026702A/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11Hard structures, e.g. dams, dykes or breakwaters

Landscapes

  • Revetment (AREA)

Abstract

【課題】硬強度透明板材を保持する固定式窓枠と、固定式窓枠と事前埋設枠の空間に雨水および海水・砂塵等の飛来侵入を防止する堤防の透視窓構造を提供する。【解決手段】予め堤防本体壁1に埋設された事前埋設枠6と、事前埋設枠6に着脱可能に嵌装された固定式窓9と構成する。固定式窓9は予め緩衝パッキング18をその周縁部に取付けた硬強度透明板材3を外枠内に設置して、海又は河川側に面する緩衝パッキング18の外面側から内枠11を被せると共に、L型鋼23と押圧ボルト13により緩衝パッキング18を圧縮し締結固定する。さらに、海又は河川側に面する内枠11と事前埋設枠6との間隙を被覆する窓枠保護カバー4を設ける。【選択図】図4The present invention provides a fixed window frame that holds a hard-strength transparent plate material, and a see-through window structure for a levee that prevents rainwater, seawater, dust, and the like from entering the space between the fixed window frame and a pre-embedded frame. A pre-embedding frame 6 previously embedded in a levee body wall 1 and a fixed window 9 detachably fitted to the pre-embedding frame 6 are configured. The fixed window 9 is provided with a hard-strength transparent plate 3 having a buffer packing 18 attached to its peripheral edge in advance in the outer frame, and covers the inner frame 11 from the outer surface side of the buffer packing 18 facing the sea or river side. The buffer packing 18 is compressed and fastened by the L-shaped steel 23 and the pressing bolt 13. Further, a window frame protective cover 4 is provided to cover the gap between the inner frame 11 facing the sea or river side and the pre-embedded frame 6. [Selection] Figure 4

Description

本発明は、海岸や河川護岸などに構築される堤防本体壁開口部に透視窓を取付けて、平常時には透視窓を通して海や河川などの景観を眺望でき、津波・高潮・河川洪水などの異常時には波の動き、河川水位状況を観測可能にした堤防の透視窓構造に関する。   The present invention attaches a transparent window to the opening of the embankment body wall constructed on the coast or river revetment, etc., and can normally view the scenery of the sea or river through the transparent window, and in case of abnormalities such as tsunami, storm surge, river flood, etc. It relates to the see-through window structure of the embankment that enables observation of wave movement and river water level.

従来から、堤防や防潮壁に透視窓を埋め込んで設置されたものが種々提案されている。例えば、本出願人は、堤防本体壁の両側面を貫通する開口を設け、この開口に透明材製の板を嵌装して硬強度固定式透視窓を構築する。予め堤防本体壁に埋設された事前埋設枠と、この事前埋設枠に着脱可能に嵌め込み固定された固定式窓枠と、この固定式窓枠に取付けられた透明板とからなる透視窓を、堤防本体の外側(海側又は河川側)に単一に設けると共に、堤防壁開口の内側(陸側)に出窓様の窓台を形成した堤防の透視窓構造を提案している(特許文献1参照)。   Various proposals have been made in the past by installing a see-through window in a dike or tide wall. For example, the present applicant provides openings that penetrate both side surfaces of the levee body wall, and constructs a hard-strength fixed-type see-through window by fitting a transparent plate into the openings. A see-through window comprising a pre-embedded frame pre-embedded in the levee body wall, a fixed window frame that is detachably fitted and fixed to the pre-embedded frame, and a transparent plate attached to the fixed window frame, We have proposed a see-through window structure of a levee that is provided on the outside (sea side or river side) of the main body and a bay window-like window stand is formed inside the levee wall opening (land side) (see Patent Document 1). ).

他にも、防潮壁の厚さ方向に貫通する開口が壁の中に設けられていて、その開口に透明板が取付けられたもので、厚さ方向のいずれかの位置で、開口の外周部である壁に、水の側を向いた縦向き面があるとともに、当該縦向き面から水の側へ間隔をおいた位置で、上記開口の周りの部分に、上記縦向き面と平行な部分を含む留め板が設けられていて、上記縦向き面と上記留め板の上記平行な部分との間に、上記透明板の外縁部が挟み付けられて、透明板が表面の傷等によって透明度を低下させたとき、その透明板を容易に取り替えできるようにした透明板付き防潮壁が提案されている(特許文献2参照)。   In addition, an opening that penetrates in the thickness direction of the tide wall is provided in the wall, and a transparent plate is attached to the opening, and the outer periphery of the opening at any position in the thickness direction A wall having a vertical surface facing the water side and a portion parallel to the vertical surface in a portion around the opening at a position spaced from the vertical surface to the water side The outer edge of the transparent plate is sandwiched between the vertical surface and the parallel portion of the retaining plate, and the transparency of the transparent plate is increased by scratches on the surface. A tide wall with a transparent plate has been proposed that allows the transparent plate to be easily replaced when lowered (see Patent Document 2).

また、透明樹脂板と、その透明樹脂板の縁部を挿入できる溝付きの枠体と、水密用のパッキンと、枠体の溝の内側に透明樹脂板の縁部を解除可能に拘束する拘束手段と含む部品組を使用することにより、コンクリート製の防潮壁に透明樹脂板を取替可能に組み付けたもの(特許文献3参照。)。胸壁骨組と、この胸壁骨組に組み付けられる胸壁本体とを備え、胸壁骨組は、複数本の支柱とこの支柱の前面側又は後面側に取り付けられる横梁とを有し、胸壁本体は、横梁の下側に沿って複数個の窓開口部を備えた前面パネルと、この前面パネルの開口部を左右に吊り下げた状態でスライドして開閉可能な後面パネル(透視窓板等)とからなり、防潮堤の堤防の嵩上げに適した胸壁構造(特許文献4参照。)。   Also, a transparent resin plate, a grooved frame body into which the edge of the transparent resin plate can be inserted, a watertight packing, and a restraint that releasably restrains the edge of the transparent resin plate inside the groove of the frame body A transparent resin plate is assembled to a concrete tide wall by using a component set including means (see Patent Document 3). The chest wall frame includes a chest wall frame and a chest wall body to be assembled to the chest wall frame. The chest wall frame has a plurality of support columns and a lateral beam attached to the front side or the rear surface side of the support column. A front panel having a plurality of window openings, and a rear panel (such as a transparent window plate) that can be opened and closed by sliding the front panel suspension left and right. A chest wall structure suitable for raising the levee (see Patent Document 4).

透明樹脂板よりなる防潮壁であって、樹脂板の底部及び長尺方向の両端部が基礎枠体の把持溝に嵌入された状態で保持されており、また、樹脂板の複数個が横列に配列され、樹脂板の端部が対向する空間には、地盤面下に地中ピットを形成すると共に、地中ピット内部に、フロート材を内包した扉体を設置し、水の浮力により扉体を浮き上がるようにして、洪水当において、人手や動力がなくても海水や雨水の流入を防ぐことができるフロート式防潮装置(特許文献5参照。)、基礎上に堤防基礎体を設置し、この堤防基礎体上に堤防本体を構築する他、堤防本体の適宜箇所に透視窓構造物を配置した透視部を設けた透視型堤防及び透視部構造物(特許文献6参照。)、海岸線沿いに走る道路の海側の路肩に沿って複数の支柱が立設されるとともに、各支柱間が夫々透明な壁パネルで覆われた防波壁等が提案されている(特許文献7参照。)。   A tide wall made of a transparent resin plate, which is held in a state in which the bottom and both ends in the longitudinal direction of the resin plate are fitted in the gripping grooves of the foundation frame, and a plurality of resin plates are arranged in a row. In the space where the ends of the resin plates are opposed, an underground pit is formed below the ground surface, and a door body containing float material is installed inside the underground pit, and the door body is created by the buoyancy of water. Float type tide device that can prevent the inflow of seawater and rainwater without human power or power during flooding (see Patent Document 5) In addition to constructing the levee body on the levee foundation, see-through levee and see-through part structure (see Patent Document 6) provided with a see-through part in which a see-through window structure is arranged at an appropriate location of the levee body, run along the coastline. When multiple props are erected along the shoulder on the sea side of the road Moni, wave preventing wall or the like which is covered between each strut each transparent wall panels have been proposed (see Patent Document 7.).

特許第6134960号公報Japanese Patent No. 6134960 特許第6114103号公報Japanese Patent No. 6114103 特許第5254944号公報Japanese Patent No. 5254944 特許第5302750号公報Japanese Patent No. 5302750 特許第4134242号公報Japanese Patent No. 4134242 特開平02−279812号公報Japanese Patent Laid-Open No. 02-279812 実開昭59−178415号全文明細Full text of Japanese Utility Model Publication No.59-178415

しかしながら、上記従来技術には下記のような課題があった。
(1)施工現場における窓の組立て作業に時間を要する。
(2)幅広の目地を有する防水箇所にコーキング打設を行う際に、風雨による雨水や砂塵などが飛来し付着することで作業が中断される。
(3)コーキング等の表面は経年劣化する。
(4)窓枠周辺部と開口部の隙間部分には無収縮モルタルを充填する技術が採用されているが、縦方向へのモルタル充填注入は充填斑が生じやすい。特に窓枠上辺部は顕著に発生しやすいので、モルタル等の注入作業は苦心する。また、窓枠を壁に固定する留めネジ締結用の雌ネジと壁の表面の被り幅が狭小であるので、窓に外圧による衝撃が加わった際に、被り部分のコンクリートの剥離や留めネジが脱落が発生するおそれがある。
(5)溝条を有する窓枠体で透明板材の全周を囲み、その周囲を防潮壁のコンクリ−トで囲まれてしまうと、損傷又は劣化した透明板材のみの交換を行うことができない。したがって、透明板材のみの交換を行うには枠体の少なくとも1辺は開放されていて、残りの3辺で囲むものでなければ交換が不可能となる。
However, the above prior art has the following problems.
(1) It takes time to assemble the windows at the construction site.
(2) When caulking is performed in a waterproof portion having a wide joint, work is interrupted by rainwater, sand dust, and the like due to wind and rain.
(3) The surface of coking or the like deteriorates over time.
(4) A technique of filling non-shrink mortar in the gap between the window frame periphery and the opening is employed, but filling in the mortar filling in the vertical direction tends to cause filling spots. In particular, since the upper part of the window frame is likely to be generated remarkably, the operation of injecting mortar or the like is difficult. In addition, since the cover width of the female screw for fastening the fixing screw to the wall and the surface of the wall is narrow, when the impact due to external pressure is applied to the window, peeling of the concrete on the covering portion and the fixing screw Dropping may occur.
(5) If the entire circumference of the transparent plate member is surrounded by a window frame having grooves, and the periphery thereof is surrounded by the concrete of the tide wall, it is not possible to replace only the damaged or deteriorated transparent plate member. Therefore, in order to replace only the transparent plate material, at least one side of the frame is open, and replacement is impossible unless the frame is surrounded by the remaining three sides.

本発明は、上記従来技術の課題に鑑み、洪水、津波や高潮等の水害に対する十全な耐久性を有することは無論のこと、透視性能に優れ、設置及び交換を作業簡便に行うことができ、メンテナンス等に係る手間も省力化された経済的な堤防の透視窓枠構造を提供することを目的とする。   In view of the above-mentioned problems of the prior art, the present invention has sufficient durability against flood damage such as floods, tsunamis and storm surges, and is excellent in fluoroscopic performance and can be easily installed and replaced. An object of the present invention is to provide an economical embankment transparent window frame structure that saves labor and maintenance.

このため本発明の堤防の透視窓構造は、堤防本体壁の両側面を貫通する開口を設け、この開口に透明板材を嵌着して透視窓を構築する堤防の透視窓構造であって、予め堤防本体壁にその辺縁に固定筋を固着し、この固定筋と堤防本体壁内部の鉄筋とを連結して埋設されると共に、前記堤防壁本体にアンカーボルトで固定される事前埋設枠と、この事前埋設枠に前記アンカーボルトと着脱可能に締結されて嵌装された固定式窓とからなり、当該固定式窓は予め緩衝パッキングをその周縁部に取付けた硬強度透明板材を外枠内に設置して、海又は河川側に面する緩衝パッキングの外面側から内枠を被せると共に、該内枠の正面方向から機械的な外力を加えて緩衝パッキングを圧縮して、外枠と内枠のボルト挿入孔が合致したところで締結ボルトをねじ込んで枠同士を締結固定した後機械的圧力を開放し、前記緩衝パッキング面と前記内枠との間に設けたL型鋼面を透明板材押圧ボルトを締め込んで密着させると共に、前記内枠と事前埋設枠との間隙を被覆する窓枠保護カバーを設けたことを特徴とする。
For this reason, the see-through window structure of the embankment of the present invention is a see-through window structure of the embankment in which openings are provided through both sides of the embankment main body wall and a see-through window is constructed by fitting transparent plates into the openings. , fixing a fixed muscle on its periphery to the dike body wall, and the fixed muscle and dike body wall inner reinforcing bars are embedded connects the Rutotomoni, the dike wall body in advance embedded frame that is fixed with anchor bolts The fixed window includes a fixed window that is detachably fastened and fitted to the pre-embedded frame, and the fixed window has a hard-strength transparent plate having a buffer packing attached to the peripheral portion in advance in the outer frame. The outer frame and the inner frame are compressed by applying a mechanical external force from the front direction of the inner frame and covering the inner frame from the outer side of the buffer packing facing the sea or river side. Fastening bolt when the bolt insertion hole matches After screwing and fixing the frames together, the mechanical pressure is released, and the L-shaped steel surface provided between the buffer packing surface and the inner frame is brought into close contact with a transparent plate material pressing bolt, and the inner frame and A window frame protective cover for covering a gap with the pre-embedded frame is provided .

本発明によれば、以下の優れた利点がある。
(1)既に、工場で組立てられた固定式窓を、予め、堤防開口部分に埋め込まれている事前埋設枠に嵌め込み固定ボルトで留めるだけであり、現場取付け作業の省力化が図れる。
(2)窓枠保護カバーで被覆することにより、風による砂塵、塩分水、雨水等の侵入を防止できるばかりでなく、コーキング打設作業および作業に係る養生を省くことができる。また、コーキング処理は、窓枠保護カバーと事前埋設枠の接合面に塗布するだけで済み簡便で経済的である。
(3)窓枠保護カバーを外すだけで、固定式窓および取付けられた締結ボルト等の目視点検が可能であり、コーキング除去および再打設に係る時間や工程が大幅に短縮できて、経済的である。
(4)海又は河川側に面した固定窓の内枠表面から透明板押圧ボルトをねじ込む作業を行うだけで、通常は除去しなければならないコーキング材の除去作業を不要にし、当該押圧ボルトで緩衝パッキング等の隙間をなくすことが可能である。とくに、内枠の外面から押圧して緩衝パッキングを加圧して外枠と内枠を締結ボルトで固定して、更に、内枠から押圧ボルトとL型鋼で透明板材表面に完全に緩衝パッキングを密着させることができる。
The present invention has the following excellent advantages.
(1) A fixed window already assembled in a factory is simply fitted in advance to a pre-embedded frame embedded in a dike opening, and fastened with a fixing bolt, thereby saving labor in field installation work.
(2) Covering with a window frame protection cover not only prevents intrusion of dust, salt water, rainwater, etc. by wind, but also eliminates the caulking operation and the curing related to the work. Further, the caulking process is simple and economical because it only needs to be applied to the joint surface between the window frame protective cover and the pre-embedded frame.
(3) By simply removing the window frame protection cover, it is possible to visually inspect fixed windows and attached fastening bolts, etc., and the time and process for removing coking and re-placement can be greatly reduced, making it economical. It is.
(4) By simply screwing in the transparent plate pressing bolt from the inner frame surface of the fixed window facing the sea or river side, it is not necessary to remove the caulking material that normally has to be removed, and it is buffered by the pressing bolt. It is possible to eliminate gaps such as packing. In particular, the shock absorber packing is pressed by pressing from the outer surface of the inner frame and the outer frame and the inner frame are fixed with fastening bolts. Further, the shock absorber packing is closely attached to the surface of the transparent plate with the pressure bolt and L-shaped steel from the inner frame. Can be made.

本発明に係る堤防の透視窓構造を模式的に示す(a)は一部切欠き斜視断面図、(b)は断面図である。BRIEF DESCRIPTION OF THE DRAWINGS (a) which shows typically the see-through | perspective see-through window structure of the embankment which concerns on this invention is a partially cutaway perspective sectional view, (b) is sectional drawing. 本発明に係る堤防の透視窓の海側正面図である。It is a sea side front view of the see-through window of the embankment concerning the present invention. 本発明に係る堤防の透視窓枠の保護カバーを外した状態を示す海側正面図である。It is a sea side front view showing the state where the protection cover of the see-through window frame of the embankment concerning the present invention was removed. 図2のA−A線要部拡大断面図である。It is an AA principal part expanded sectional view of FIG. 図4のB−B線矢視図である。It is a BB line arrow directional view of FIG. 本発明に係る堤防の透視窓構造の他に実施例を模式的に示す正面図である。It is a front view which shows typically an Example other than the see-through | perspective window structure of the embankment which concerns on this invention. (a)は図6のC−C線断面図、(b)は図6のD−D線断面図、(c)はH型鋼製の支柱に取り付けた場合を示す要部横断面図である。6A is a cross-sectional view taken along the line CC of FIG. 6, FIG. 6B is a cross-sectional view taken along the line DD of FIG. 6, and FIG. is there.

以下、図面に示す実施例に基づいて本発明に係る堤防の透視窓構造を説明するが、便宜上、同様の構成要素には同一の参照符号を付して説明する。   Hereinafter, the see-through window structure of the embankment according to the present invention will be described based on the embodiments shown in the drawings. For convenience, the same reference numerals will be given to the same components.

図1に示すように、本発明に係る堤防の透視窓枠構造は、堤防の海側に面した堤防本体壁1の開口部1aの段差部1bに、四辺を窓枠保護カバー4で被覆され、硬強度透明板材3を擁する透視窓5が複数個取付けられたものであり、堤防本体1の基部2から縦方向に構築された堤防の壁、すなわち、海又は河川沿いに立設された堤防本体壁1の開口1aに透視窓5が取付けられたものである。   As shown in FIG. 1, the see-through window frame structure of the levee according to the present invention is formed by covering the stepped portion 1 b of the opening 1 a of the levee main body wall 1 facing the sea side of the levee with the window frame protective cover 4 on all four sides. A plurality of see-through windows 5 each holding a hard-strength transparent plate material 3 are attached, and a wall of a levee constructed in the vertical direction from the base 2 of the levee body 1, that is, a levee erected along the sea or river A see-through window 5 is attached to the opening 1 a of the main body wall 1.

図2は、海側正面から透視窓5を看取したものである。透視窓5は、予め堤防本体1に埋め込まれた事前埋設枠6に固定式窓枠8を取付ける構成とされており、固定式窓枠8の外枠10の縦面および内枠11の角隅と、事前埋設枠6側周面の隙間に、風で飛来する砂塵、塩分水、雨水等の侵入を防止するために、固定式窓枠8の表面を窓枠保護カバー4で被覆している。この窓枠保護カバー4は、その辺面の適宜必要な箇所に留めネジ(皿ネジ)15を挿通する孔を穿ち、後述する内枠11の内向片に設けられたネジ穴15aに螺合して着脱可能に嵌め込み固定されている。尚、この保護カバー4と事前埋設枠6の接合面は若干の隙間が生じるため、事前埋設枠6の接面する辺縁部にコーキング材7を塗布しておくとよい。   FIG. 2 is a view of the see-through window 5 from the sea side front. The see-through window 5 is configured to attach a fixed window frame 8 to a pre-embedded frame 6 embedded in the levee body 1 in advance, and the vertical surface of the outer frame 10 and the corners of the inner frame 11 of the fixed window frame 8. In addition, the surface of the fixed window frame 8 is covered with a window frame protective cover 4 in order to prevent intrusion of dust, salt water, rainwater, etc. flying in the wind into the gap on the peripheral surface of the pre-embedded frame 6 . The window frame protective cover 4 has a hole for inserting a retaining screw 15 in a necessary portion of its side surface, and is screwed into a screw hole 15a provided in an inward piece of the inner frame 11 described later. And detachably fitted. Since a slight gap is formed between the joint surface of the protective cover 4 and the pre-embedded frame 6, the caulking material 7 may be applied to the edge of the pre-embedded frame 6 that contacts the surface.

図3は、窓枠保護カバー4を外した状態の透視窓の内部を示すものであり、硬強度透明板材3と固定式窓枠8からなる固定式窓9が事前埋設枠6に取付けられた正面図である。固定式窓枠8の内枠11には窓枠保護カバー4を留めネジ(皿ネジ)15で固定できるように四辺に必要本数のネジ穴15aが開けられると共に、事前埋設枠6の四辺には、防錆処理した固定筋12が複数本溶接して接合されていて、堤防本体壁1内部の近傍の鉄筋(図示せず)に結束または溶接接合される。   FIG. 3 shows the inside of the see-through window with the window frame protection cover 4 removed, and a fixed window 9 comprising a hard-strength transparent plate 3 and a fixed window frame 8 is attached to the pre-embedded frame 6. It is a front view. The inner frame 11 of the fixed window frame 8 is provided with a necessary number of screw holes 15a on four sides so that the window frame protection cover 4 can be fixed with a fastening screw (counter screw) 15, and on the four sides of the pre-embedded frame 6 A plurality of fixing bars 12 subjected to rust prevention treatment are welded and joined, and are bound or welded to a reinforcing bar (not shown) in the vicinity of the inside of the levee body wall 1.

図4乃至図5に示すように、堤防本体壁1の開口部1aに取付けられた事前埋設枠6の固定筋12は、近傍の鉄筋(図示せず)に結束または溶接接合されていて、更に、事前埋設枠6の縦面の背面側には、アンカーボルト19が取り付けられた長ナット部17が溶接接合されていて、事前埋設枠6に固定式窓枠8の辺縁面が取付けボルト16により事前埋設枠6に固定される。   As shown in FIGS. 4 to 5, the fixing bar 12 of the pre-embedded frame 6 attached to the opening 1 a of the levee body wall 1 is bound or welded to a nearby reinforcing bar (not shown). The long nut portion 17 to which the anchor bolts 19 are attached is welded to the back side of the vertical surface of the pre-embedded frame 6, and the edge surface of the fixed window frame 8 is attached to the pre-buried frame 6 with the mounting bolt 16. Is fixed to the pre-embedded frame 6 by the above.

工場で組立てられて現地に搬入された固定式窓9は、先ず、事前埋設枠6の海又は河川側の事前埋設枠6の内側面に不陸が生じている場合には、ラバーゴム等のように水密性並びに弾力性の高い馴染ませ板材21を貼設し、その上から重ねて固定式窓枠8を嵌め込み、取付けボルト16をねじ込み順次固定していくが、その際、一度に1箇所を締め付けることなく、均等に左右上下対象に交合に締め付ける。また、馴染ませ板材21は、事前埋設枠6の縦面の平坦性の状況に鑑み、任意に貼り付けるものでもよい。固定式窓9の取付終了後に、窓枠保護カバー4が接する面の事前埋設枠6の表面にコーキングを塗布してコーキング処理層26を形成した後に、窓枠保護カバー4を嵌め込み留めネジ15により固定することでもよい。   The fixed window 9 assembled at the factory and brought into the field is, for example, rubber rubber or the like when the pre-buried frame 6 is uneven on the inside surface of the sea or the pre-buried frame 6 on the river side. A plate material 21 having a high water-tightness and high elasticity is attached, and a fixed window frame 8 is fitted on top of the plate material 21, and a fixing bolt 16 is screwed and fixed in sequence. At that time, one place is fixed at a time. Tighten evenly to the left, right, up and down objects without tightening. Moreover, in consideration of the state of flatness of the vertical surface of the pre-embedded frame 6, the acclimated plate material 21 may be arbitrarily attached. After the installation of the fixed window 9 is completed, caulking is applied to the surface of the pre-embedded frame 6 on the surface with which the window frame protective cover 4 is in contact to form a coking treatment layer 26, and then the window frame protective cover 4 is fitted and the fastening screw 15 is used. It may be fixed.

実施例1では、既に工場内で組立てられた固定式窓9を現場に搬入して取付ける方法を説明したが、ここでは、工場内で硬強度透明板材3が固定式窓枠8に嵌め込まれるまでを説明する。    In the first embodiment, the method of carrying in and attaching the fixed window 9 already assembled in the factory to the site has been described. Here, until the hard-strength transparent plate 3 is fitted into the fixed window frame 8 in the factory. Will be explained.

固定式窓枠8の外形は長方形、四角形の矩形状のほか多角形又は円形でも可能であるが、ここでは、便宜上、長方形で説明する。
固定式窓枠8は、変形T型鋼で溶接接合された外枠10と、L型鋼(大)で溶接接合された内枠11、および、それらを固定する締結ボルト14、透明板材押圧ボルト13から構成されていて、長方形状に溶接接合された外枠10の変形T型鋼の上端には高強度透明板材3に張付けられたCRゴム製の緩衝パッキング18の端部を係止する係止プレート22が溶接して接合されている。係止プレート22はその内縦面にも必要に応じて複数箇所接合される。
The outer shape of the fixed window frame 8 may be a rectangle or a quadrangle, but may also be a polygon or a circle.
The fixed window frame 8 includes an outer frame 10 welded and joined with deformed T-shaped steel, an inner frame 11 welded and joined with L-shaped steel (large), a fastening bolt 14 for fixing them, and a transparent plate material pressing bolt 13. A locking plate 22 that locks an end of a CR rubber cushioning packing 18 attached to the high-strength transparent plate 3 at the upper end of the deformed T-shaped steel of the outer frame 10 that is constructed and welded in a rectangular shape. Are joined by welding. The locking plate 22 is also joined to the inner vertical surface at a plurality of positions as necessary.

窓枠の組立時には、締結ボルト孔14a部分の部材が立設するように、平面にして組立を行う。平面に仮置された外枠10の変形T型鋼に、予め、高強度透明板材3の辺縁部の両面に貼られたCRゴム製の緩衝パッキング18を、外枠10の変形T型鋼の所定面に設置する。その際、上部端の係止プレート22に緩衝パッキング18の上面が当接されていることを確認し、また、下方位置に緩衝パッキング18の縦幅程度の距離を確保した係止プレート22が溶接接合されていれば、その溝条部分に高強度透明板材3に取付けられた緩衝パッキング18を嵌合することで、位置決めが可能である。   At the time of assembling the window frame, it is assembled in a flat surface so that the members of the fastening bolt holes 14a stand upright. A buffer packing 18 made of CR rubber previously pasted on both sides of the edge of the high-strength transparent plate 3 is preliminarily attached to the deformed T-shaped steel of the outer frame 10 temporarily placed on a flat surface. Install on the surface. At that time, it is confirmed that the upper surface of the buffer packing 18 is in contact with the upper end locking plate 22, and the locking plate 22 that secures a distance of about the vertical width of the buffer packing 18 is welded to the lower position. If it is joined, positioning can be performed by fitting the buffer packing 18 attached to the high-strength transparent plate material 3 into the groove portion.

高強度透明板材3の上面、すなわち、海側に面した緩衝パッキング18にL型鋼(小)23を被冠して、更に、その上に内枠11を嵌め込む。次いで、内枠11の上面を機械(図示せず)的圧力で、外枠10のボルト孔14aと内枠11に開けられた取付ボルト孔16aが合致するまで加圧して、ボルト孔14a及びボルト孔16aが合致した時点で締結ボルト14をねじ込み固定する。固定が終了した後に機械的圧力を解放し、更に、透明板材押圧ボルト13で緩衝パッキング18面とL型鋼(小)23面とに隙間ができないように締め込む。L型鋼(小)23は透明板押圧ボルト13で押圧されて緩衝パッキング18面に密着し、更に高強度透明板材3表面にも密着される。   An L-shaped steel (small) 23 is crowned on the upper surface of the high-strength transparent plate member 3, that is, the buffer packing 18 facing the sea side, and the inner frame 11 is further fitted thereon. Next, the upper surface of the inner frame 11 is pressurized with mechanical (not shown) pressure until the bolt holes 14a of the outer frame 10 and the mounting bolt holes 16a opened in the inner frame 11 are aligned with each other. When the hole 16a matches, the fastening bolt 14 is screwed and fixed. After the fixing is completed, the mechanical pressure is released, and further, the transparent plate material pressing bolt 13 is tightened so that there is no gap between the buffer packing 18 surface and the L-shaped steel (small) 23 surface. The L-shaped steel (small) 23 is pressed by the transparent plate pressing bolt 13 and is in close contact with the buffer packing 18 surface, and is also in close contact with the surface of the high-strength transparent plate 3.

外枠10の締結用ボルト孔16aが開けられた部材の付け根部分には、水抜き孔20が開けられていて、微量な水分が浸透した場合でも排水可能となっていて、更に、事前埋設枠6内に浸透した水分は、窓枠保護カバー4の直角を成した部分にも小径の水抜き孔24を開設して排水可能とされている。   A drain hole 20 is formed at the base portion of the member in which the fastening bolt hole 16a of the outer frame 10 is opened, so that drainage is possible even when a small amount of moisture permeates, and the pre-embedded frame The water that has penetrated into the opening 6 can be drained by opening a small-diameter drain hole 24 in a right-angled portion of the window frame protection cover 4.

尚、固定式透視窓9の維持については、高強度透明板3表面の汚れ、傷跡などは取付けたままの状態でケレン等の作業を行うが、固定式窓枠8に変状が発見された場合には、取付けボルト16を解除し、硬強度透明板材3が組み込まれた固定式窓枠8ごとを取り外し、工場内で変状部分の矯正を行う。   Regarding the maintenance of the fixed see-through window 9, the work on the high strength transparent plate 3, such as dirt, scratches, etc., is carried out while it is attached, but a deformation is found in the fixed window frame 8. In this case, the mounting bolt 16 is released, the fixed window frame 8 in which the hard-strength transparent plate material 3 is incorporated is removed, and the deformed portion is corrected in the factory.

本発明の要旨は、予め堤防壁1に埋設された事前埋設枠6と、事前埋設枠6に着脱可能に嵌装された固定式窓9と構成する。固定式窓9は予め緩衝パッキング18をその周縁部に取付けた硬強度透明板材3を外枠10内に設置して、海又は河川側に面する緩衝パッキング18の外面側から内枠11を被せると共に、L型鋼23と押圧ボルト13により緩衝パッキング18を圧縮し締結固定する。さらに、海又は河川側に面する内枠11と事前埋設枠6との間隙を被覆する窓枠保護カバー4を設ける点にあり、例えば図6及び図7に示す実施態様のように設置場所等に応じて種々の改変が可能である。   The gist of the present invention includes a pre-embedded frame 6 embedded in the embankment wall 1 in advance and a fixed window 9 detachably fitted in the pre-embedded frame 6. The fixed window 9 is provided with a hard-strength transparent plate 3 having a buffer packing 18 attached to its peripheral edge in advance in the outer frame 10 and covers the inner frame 11 from the outer surface side of the buffer packing 18 facing the sea or river side. At the same time, the buffer packing 18 is compressed and fastened by the L-shaped steel 23 and the pressing bolt 13. Further, the window frame protection cover 4 is provided to cover the gap between the inner frame 11 facing the sea or river side and the pre-embedded frame 6. For example, as in the embodiment shown in FIGS. Various modifications are possible depending on the situation.

図6に示すような、上辺が開放され、左右の縦辺と底辺の3辺がコンクリート壁で囲まれた開口1aが形成された嵩上げタイプの堤防本体壁1で、且つ実施例1のような段差1bがない場合、すなわち、平坦なコンクリート面に窓枠を設置する場合には、その支柱としてL型鋼を使用するが、図7(a)に示すように、上辺には断面略コ字状の窓枠保護カバー4が被冠されている。また、図7(b)に示すように、横支持枠を兼ねたL型鋼製の支柱27を開口1aに直接固定する方法及び、図7(c)に示すように、H型鋼製の支柱28に固定式窓枠9を取付ボルト16で固定して窓枠保護カバー4を留めネジ15で締結固定する方法を採用するものでもよい。尚、透視窓5は堤防本体壁1の海側又は陸側のいずれに設置するものでよく、堤防本体壁1の構築状況に応じて適宜変更できることはいうまでもない。   As shown in FIG. 6, the embankment main body wall 1 is a raised levee body wall 1 in which an upper side is opened and an opening 1 a in which three sides of the left and right vertical sides and the bottom side are surrounded by a concrete wall is formed. When there is no step 1b, that is, when a window frame is installed on a flat concrete surface, L-shaped steel is used as the support column, but as shown in FIG. The window frame protective cover 4 is crowned. Moreover, as shown in FIG.7 (b), the method of fixing the L-shaped steel support | pillar 27 which also serves as a horizontal support frame to the opening 1a directly, and as shown in FIG.7 (c), it is made of H-shaped steel. A method may be employed in which the fixed window frame 9 is fixed to the support column 28 with the mounting bolt 16 and the window frame protection cover 4 is fastened and fixed with the fastening screw 15. Needless to say, the see-through window 5 may be installed either on the sea side or on the land side of the levee main body wall 1 and can be appropriately changed according to the construction status of the levee main body wall 1.

1 堤防本体壁
1a 開口
1b 開口の段差部
2 堤防の基部
3 硬強度透明板材
4 窓枠保護カバー
5 透視窓
6 事前埋設枠
7 コーキング材
8 固定式窓枠
9 固定式窓
10 外枠(変形T型鋼)
11 内枠(L型鋼(大))
12 固定筋(防錆処理)
13 透明板材押圧ボルト
14 締結ボルト
14a締結ボルトのボルト孔
15 保護カバーの留めネジ(皿ネジ)
15a留めネジのネジ穴
16 取付ボルト
16a取付ボルトのボルト孔
17 アンカーボルトの長ナット部
18 CRゴム製緩衝パッキング
19 アンカーボルト
20 外枠の水抜き孔
21 馴染ませ板(ラバーゴム等)
22 透明板材の係止プレート
23 L型鋼(小)
24 保護カバーの水抜き孔
25 コーキング処理層
26 コーキング処理層
27 横支持枠兼用支柱(L型鋼)
28 支柱(H型鋼)
DESCRIPTION OF SYMBOLS 1 Levee main body wall 1a Opening 1b Opening step part 2 Levee base 3 Hard strength transparent board | plate material 4 Window frame protection cover 5 Transparent window 6 Pre-embedding frame 7 Caulking material 8 Fixed window frame 9 Fixed window 10 Outer frame (deformation T) Steel)
11 Inner frame (L-shaped steel (large))
12 Fixing bars (rust prevention treatment)
13 Transparent plate pressing bolt 14 Fastening bolt 14a Fastening bolt bolt hole 15 Protective cover retaining screw
15a retaining screw screw hole 16 mounting bolt 16a mounting bolt bolt hole 17 anchor bolt long nut portion 18 CR rubber cushioning packing 19 anchor bolt 20 drainage hole 21 of outer frame familiarized plate (rubber rubber, etc.)
22 Clear plate locking plate 23 L-shaped steel (small)
24 Protective cover drain hole 25 Caulking treatment layer 26 Caulking treatment layer 27 Lateral support frame combined strut (L-shaped steel)
28 Prop (H-shaped steel)

Claims (1)

堤防本体壁の両側面を貫通する開口を設け、この開口に透明板材を嵌着して透視窓を構築する堤防の透視窓構造であって、予め堤防本体壁にその辺縁に固定筋を固着し、この固定筋と堤防本体壁内部の鉄筋とを連結して埋設されると共に、前記堤防壁本体にアンカーボルトで固定される事前埋設枠と、この事前埋設枠に前記アンカーボルトと着脱可能に締結されて嵌装された固定式窓とからなり、当該固定式窓は予め緩衝パッキングをその周縁部に取付けた硬強度透明板材を外枠内に設置して、海又は河川側に面する緩衝パッキングの外面側から内枠を被せると共に、該内枠の正面方向から機械的な外力を加えて緩衝パッキングを圧縮して、外枠と内枠のボルト挿入孔が合致したところで締結ボルトをねじ込んで枠同士を締結固定した後機械的圧力を開放し、前記緩衝パッキング面と前記内枠との間に設けたL型鋼面を透明板材押圧ボルトを締め込んで密着させると共に、前記内枠と事前埋設枠との間隙を被覆する窓枠保護カバーを設けたことを特徴とする堤防の透視窓構造。 The opening through the sides of the dike body wall provided, a transparent window structure embankment to build transparent window by fitting the transparent plate into the opening, in advance, a fixed muscle on its periphery to the dike body wall fixation, and the fixed muscle and dike body wall inner reinforcing bars are embedded connects the Rutotomoni, and pre-embedded frame that is fixed with anchor bolts on the embankment wall body, detachable with the anchor bolts to the pre-embedded frame is fastened to it and a fitted, fixed panes, the fixed window installed hard intensity transparent plate fitted with a pre-buffer packing on its periphery to the outer frame, facing the sea or river side Cover the inner frame from the outer surface side of the cushioning packing, apply mechanical external force from the front side of the inner frame to compress the buffer packing, and screw in the fastening bolt when the bolt insertion holes of the outer frame and inner frame match After fixing the frames with A window that covers the gap between the inner frame and the pre-embedded frame while releasing the pressure and bringing the L-shaped steel surface provided between the buffer packing surface and the inner frame into close contact with a transparent plate pressing bolt. A see-through window structure of an embankment characterized by providing a frame protection cover .
JP2018153208A 2018-08-16 2018-08-16 View window structure of the embankment Active JP6467747B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2018153208A JP6467747B1 (en) 2018-08-16 2018-08-16 View window structure of the embankment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2018153208A JP6467747B1 (en) 2018-08-16 2018-08-16 View window structure of the embankment

Publications (2)

Publication Number Publication Date
JP6467747B1 true JP6467747B1 (en) 2019-02-13
JP2020026702A JP2020026702A (en) 2020-02-20

Family

ID=65356037

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2018153208A Active JP6467747B1 (en) 2018-08-16 2018-08-16 View window structure of the embankment

Country Status (1)

Country Link
JP (1) JP6467747B1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10889977B1 (en) 2019-11-26 2021-01-12 A.H. Beck Foundation Co. Inc. Border security barrier

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7268905B2 (en) * 2021-03-05 2023-05-08 ミツヤジーホーム株式会社 flood resistant windows
JP2023004746A (en) * 2021-06-28 2023-01-17 景観技術株式会社 Tide embankment and construction method thereof

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6087990U (en) * 1983-11-24 1985-06-17 株式会社名村造船所 Underwater window structure
JPH02279812A (en) * 1989-04-21 1990-11-15 Kensetsusho Kinkichihou Kensetsukyoku See-through type levee and structure of see-through section
JP5254944B2 (en) * 2009-04-13 2013-08-07 エステック株式会社 Seawall and seawall component assembly
JP2015045222A (en) * 2013-08-01 2015-03-12 昭和フロント株式会社 Method for fitting panel body to window sash
US20160083918A1 (en) * 2014-09-18 2016-03-24 Ilc Dover Lp Deployable flexible flood mitigation wall
JP6134960B2 (en) * 2013-12-10 2017-05-31 日新興業株式会社 View window structure of the embankment

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6087990U (en) * 1983-11-24 1985-06-17 株式会社名村造船所 Underwater window structure
JPH02279812A (en) * 1989-04-21 1990-11-15 Kensetsusho Kinkichihou Kensetsukyoku See-through type levee and structure of see-through section
JP5254944B2 (en) * 2009-04-13 2013-08-07 エステック株式会社 Seawall and seawall component assembly
JP2015045222A (en) * 2013-08-01 2015-03-12 昭和フロント株式会社 Method for fitting panel body to window sash
JP6134960B2 (en) * 2013-12-10 2017-05-31 日新興業株式会社 View window structure of the embankment
US20160083918A1 (en) * 2014-09-18 2016-03-24 Ilc Dover Lp Deployable flexible flood mitigation wall

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10889977B1 (en) 2019-11-26 2021-01-12 A.H. Beck Foundation Co. Inc. Border security barrier

Also Published As

Publication number Publication date
JP2020026702A (en) 2020-02-20

Similar Documents

Publication Publication Date Title
JP6467747B1 (en) View window structure of the embankment
US7364385B1 (en) Protective flood barrier
EP3521514B1 (en) Permanent prefabricated braced wall
KR100862902B1 (en) Installation structure of cofferdam using pile
KR20170132775A (en) Extendable flexible overflow barriers
JP4881972B2 (en) Submarine caisson and submarine caisson reinforcement and repair method
KR100521076B1 (en) Panel protecting soil
KR100921392B1 (en) Safety facilities for breakwater of a visible type
JP2007218060A (en) Flood protection device including edged waterproof sheet
CN113818458B (en) Steel plate cofferdam structure
JP2015055060A (en) Inundation prevention device
DE202007004020U1 (en) Flood protection wall
KR200310489Y1 (en) Panel-assembling type water stopping wall for preventing a dam or river from overflowing
JP4866264B2 (en) Underground box
JP3041280B1 (en) Prefabricated embankment
KR200387013Y1 (en) Falling rock prevention pence
RU2275456C2 (en) Sheet piling
JP2013238076A (en) Resin panel unit connected body and waterproof guard fence
JP5983425B2 (en) Seismic and tsunami reinforced structures for existing buildings
JP6512357B1 (en) Flood prevention water stop structure
JP6134960B2 (en) View window structure of the embankment
CN205653802U (en) Prop up interim block structure in fender pile clearance
KR100609732B1 (en) Watertight Caisson for Underwater Pier Construction Work and Dry Construction Method of Underwater Pier Foundation Work Using Thereof
JP3812041B2 (en) How to attach RC plate to steel structure
CN114775520B (en) Stretching assembly type emergency flood control structure and assembly construction method thereof

Legal Events

Date Code Title Description
A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20180817

A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20180910

A871 Explanation of circumstances concerning accelerated examination

Free format text: JAPANESE INTERMEDIATE CODE: A871

Effective date: 20180910

A975 Report on accelerated examination

Free format text: JAPANESE INTERMEDIATE CODE: A971005

Effective date: 20180927

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20181009

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20181108

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: 20181211

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20181227

R150 Certificate of patent or registration of utility model

Ref document number: 6467747

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250