JP2010248780A - Water area structure using sea bed ground driving member - Google Patents

Water area structure using sea bed ground driving member Download PDF

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JP2010248780A
JP2010248780A JP2009099050A JP2009099050A JP2010248780A JP 2010248780 A JP2010248780 A JP 2010248780A JP 2009099050 A JP2009099050 A JP 2009099050A JP 2009099050 A JP2009099050 A JP 2009099050A JP 2010248780 A JP2010248780 A JP 2010248780A
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upper beam
base plate
ground driving
driving member
diagonal
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JP5439920B2 (en
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Koichi Sato
光一 佐藤
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Nippon Steel Corp
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Nippon Steel Corp
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    • Y—GENERAL 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
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters

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Abstract

<P>PROBLEM TO BE SOLVED: To provide a water area structure using a sea bed ground driving member. <P>SOLUTION: A plurality of sea bed ground driving members 1 are poured into the sea bed ground 2 at appropriate spaces, and a plurality of diagonal members 3 are extended from the top of the sea bed ground driving member 1 to the sea bed ground 2 in the slanting downward direction. Each of top ends of the diagonal members 3 is connected to a plurality of upper beam members 7 which are composed of hollow steel members extended in a direction which intersects the sea bed ground driving members 1, thus a first connection part is formed. Then, a support member 8 is constituted by connecting a lower cylindrical body 4 used for pile insertion to the lower end of the diagonal member, and the lower cylindrical body 4 used for the pile insertion of the support member 8 is inserted to a plurality of front piles 5 which have been arranged at appropriate spaces and poured into the sea bed ground 2. The upper beam members 7 are connected to the top of the sea bed ground driving members 1 and to tops of the front piles 5. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は、岸壁、横棧橋、突堤などの係留用水域構造物，護岸構造物，防波構造物，堤防構造物等に用いられる水底地盤打込み部材を用いた水域構造物に関するものである。   The present invention relates to an aquatic structure using a submarine ground driving member used for mooring structures such as a quay, a side bridge, a jetty, a seawall structure, a breakwater structure, a dike structure, and the like.

従来、図２７に示すように、Ｈ形鋼からなる上部梁材７Ａの下側に耐圧縮斜材３Ａを固定した耐圧縮支持部材８Ａを用い、前方杭５の上部と水底地盤打込み部材１とに亘ってＨ形鋼からなる前記上部梁材７Ａを配置して、鉄筋コンクリート製の連結部材４１により連結する形態の水底地盤打込み部材を用いた水域構造物４０が知られている。また、図２８に示すように、海側の複数の前方杭５または前方鋼管矢板５ｃの上部と水底地盤打込み部材１の上部とを、鉄筋コンクリート製の連結部材４１により連結するようにした水底地盤打込み部材を用いた水域構造物４０が知られている。   Conventionally, as shown in FIG. 27, an upper part of the front pile 5 and a submarine ground driving member 1 are used by using a compression-resistant support member 8A in which a compression-resistant diagonal member 3A is fixed to the lower side of the upper beam member 7A made of H-shaped steel. There is known an aquatic structure 40 using a bottom ground driving member in which the upper beam member 7A made of H-shaped steel is disposed and connected by a connecting member 41 made of reinforced concrete. Further, as shown in FIG. 28, the bottom of the ground is driven by a connecting member 41 made of reinforced concrete that connects the upper part of the plurality of sea-side forward piles 5 or the front steel pipe sheet piles 5c and the upper part of the bottom of the ground. A water body structure 40 using members is known.

また、図３１の平面図に示すように、前記前方杭５の上部と水底地盤打込み部材１の上部とを、Ｈ形鋼からなる上部梁材７Ａにより連結し、図２９および図３０に示すように、前記耐圧縮斜材３Ａにおける上端部と、多数の縦リブ４２およびベースプレート４３を備えた前記上部梁材７Ａの陸側よりの部分を、多数のボルト・ナットにより連結するようにした水域構造物４０が知られている（例えば、特許文献１参照）。   Further, as shown in the plan view of FIG. 31, the upper part of the front pile 5 and the upper part of the submerged ground driving member 1 are connected by an upper beam member 7A made of H-shaped steel, as shown in FIGS. In addition, an upper end portion of the compression-resistant diagonal material 3A and a portion from the land side of the upper beam member 7A provided with a number of vertical ribs 42 and a base plate 43 are connected by a number of bolts and nuts. The thing 40 is known (for example, refer patent document 1).

また、図３２に示すように、Ｈ形鋼からなる上部梁材７Ａの下フランジ４４に、Ｈ形鋼からなる挿し込み部材としての埋設結合部材４５を溶接により固定し、前記埋設結合部材４５を、前方杭５または水底地盤打込み部材１の頭部内に挿入配置して、コンクリート等の経時硬化性材料２５により埋め込み固定する形態も知られている（例えば、特許文献１参照）。   Further, as shown in FIG. 32, an embedded coupling member 45 as an insertion member made of H-shaped steel is fixed to the lower flange 44 of the upper beam member 7A made of H-shaped steel by welding, and the embedded coupling member 45 is fixed. A configuration is also known in which the front pile 5 or the submerged ground driving member 1 is inserted into the head and embedded and fixed with a time-curable material 25 such as concrete (for example, see Patent Document 1).

また、図３３に示すように、Ｈ形鋼からなる挿し込み部材としての埋設結合部材４５を縦向きに配置して、埋設結合部材４５側の縦向きフランジ４６に、Ｈ形鋼からなる上部梁材７Ａの横方向の端部を溶接により固定し、前記埋設結合部材４５を、前方杭５または水底地盤打込み部材１の頭部内に挿入配置して、コンクリート等の経時硬化性材料２５により埋め込み固定する形態も知られている（例えば、特許文献１参照）。   Further, as shown in FIG. 33, an embedded coupling member 45 as an insertion member made of H-section steel is arranged vertically, and an upper beam made of H-section steel is placed on a longitudinal flange 46 on the embedded coupling member 45 side. The lateral end of the material 7A is fixed by welding, and the embedded coupling member 45 is inserted and arranged in the head of the front pile 5 or the submarine ground driving member 1 and embedded with a time-curable material 25 such as concrete. The form which fixes is also known (for example, refer patent document 1).

特開平０４−２２８７１４号公報Japanese Patent Laid-Open No. 04-228714

前記従来の水域構造物の耐圧縮斜材３と上部梁材７Ａとの接合部には、次の（ａ）〜（ｃ）の問題があった。
（ａ）ベースプレートとＨ形断面鋼からなる上部梁材７Ａとは、上部梁材７Ａの長手直角方向に多数配設されたリブを介して溶接接合されているが、リブの形状が複雑であるため、リブの加工費が嵩むという問題がある。
（ｂ）リブはＨ形断面鋼の内側とベースプレートの上面に溶接する必要があるため、溶接量が多く、加工費用が嵩むとともに、加工工期が長くなるといった問題があった。
（ｃ）リブとリブの間にボルトが配置されているため、リブ間隔はボルトの締め付け具の作業スペース分を確保しておく必要があり、ベースプレートの長さが長くなるといった問題があった。 There are the following problems (a) to (c) at the joint between the compression-resistant diagonal member 3 and the upper beam member 7A of the conventional water body structure.
(A) The base plate and the upper beam member 7A made of H-shaped steel are welded to each other through a plurality of ribs arranged in the direction perpendicular to the longitudinal direction of the upper beam member 7A, but the rib shape is complicated. Therefore, there is a problem that the processing cost of the ribs increases.
(B) Since the ribs need to be welded to the inside of the H-shaped cross-section steel and the upper surface of the base plate, there is a problem that the amount of welding is large, the processing cost increases, and the processing period is long.
(C) Since the bolts are arranged between the ribs, it is necessary to secure a work space for the bolt fastening tool for the rib interval, and there is a problem that the length of the base plate becomes long.

また、上部梁材７ＡにＨ形断面鋼を用いているので、図２７に示すように、経時硬化性材料２５に埋設されていない上部梁材７Ａを防食しようとする場合、上部梁材７Ａの断面形状がＨ形であるため、以下の（ｄ）〜（ｆ）問題があった。
（ｄ）フランジ角部が鋭角のままだと、塗膜が薄くなるため、劣化しやすい。
（ｅ）フランジ角部の鋭角部の面取りを行うと、面取り箇所数が多くなるため、加工コストが嵩むようになる。
（ｆ）Ｈ形という複雑な断面形状であるため、ブラストや塗料の塗布時にロスが発生し、材料費が嵩むようになる。 Further, since the H-shaped cross section steel is used for the upper beam material 7A, as shown in FIG. 27, when the upper beam material 7A not embedded in the time-hardening material 25 is to be prevented from corrosion, the upper beam material 7A Since the cross-sectional shape is H-shaped, there are the following problems (d) to (f).
(D) If the flange corners remain at an acute angle, the coating film becomes thin, so that it tends to deteriorate.
(E) When chamfering the acute angle portion of the flange corner portion, the number of chamfered portions increases, so that the processing cost increases.
(F) Due to the complicated cross-sectional shape of the H shape, loss occurs when blasting or coating is applied, and the material cost increases.

また、図３２に示すように、Ｈ形鋼からなる上部梁材７Ａの下フランジ４４に、Ｈ形鋼からなる挿し込み部材としての埋設結合部材４５を溶接により固定する、上部梁材７Ａと埋設結合部材との連結構造の場合には、以下の（ｇ）〜（ｉ）の問題がある。
（ｇ）Ｈ形断面鋼からなる上部梁材７Ａの下フランジ４４に、Ｈ形断面鋼からなる埋設結合部材４５が溶接接合されているため、上部梁材７Ａの下フランジ４４には、埋設結合部材４５からの曲げモーメントの作用で局部的に曲げ変形が発生し、耐力低下を招く恐れがある。
（ｈ）上部梁材７Ａの上下フランジ間に補強のためのリブを配置すると加工コストが嵩む。
（ｉ）上部梁材７Ａや埋設結合部材４５に圧延材からなるＨ形鋼を使用する場合、サイズが限られているため、最適な組み合わせを得られない場合がある。このような場合には、鋼板を組み合わせて溶接しＨ形断面鋼を製作する必要があるが、これだと加工コストが嵩むようになる。 Further, as shown in FIG. 32, the upper beam member 7A and the embedment are fixed to the lower flange 44 of the upper beam member 7A made of H-shaped steel by welding with an embedded coupling member 45 as an insertion member made of H-shaped steel. In the case of the connection structure with the coupling member, there are the following problems (g) to (i).
(G) Since the embedded coupling member 45 made of H-shaped cross-section steel is welded to the lower flange 44 of the upper beam material 7A made of H-shaped cross-section steel, The bending moment from the member 45 may cause local bending deformation, resulting in a decrease in yield strength.
(H) If ribs for reinforcement are arranged between the upper and lower flanges of the upper beam member 7A, the processing cost increases.
(I) When an H-section steel made of a rolled material is used for the upper beam member 7A and the embedded coupling member 45, the optimum combination may not be obtained because the size is limited. In such a case, it is necessary to produce a H-shaped cross-section steel by combining steel plates, but this increases the processing cost.

図３３に示すように、Ｈ形鋼からなる上部梁材７Ａの横方向の端部を、Ｈ形鋼からなる挿し込み部材としての埋設結合部材４５を縦向きに配置して、埋設結合部材４５側の縦向きフランジ４６に溶接により固定する、上部梁材７Ａと埋設結合部材４５との連結構造の場合は、以下の（ｊ）〜（ｌ）の問題がある。
（ｊ）Ｈ形断面鋼からなる埋設結合部材４５の一方の縦向きフランジ４６に、Ｈ形断面鋼からなる上部梁材７Ａが溶接接合されているが、埋設結合部材４５の一方の縦向きフランジ４６に上部梁材７Ａからの曲げモーメントの作用で局部的に曲げ変形が発生し、耐力低下を招く恐れがある。
（ｋ）埋設結合部材の左右フランジ間に補強のためのリブを配置すると加工コストが嵩むようになる。
上部梁材７Ａや埋設結合部材に圧延材からなるＨ形鋼を使用する場合、サイズが限られている。このような場合には、鋼板を組み合わせて溶接しＨ形断面鋼を製作する必要があるが、このような製作方法では加工コストが嵩むようになる。
（ｌ）上部梁材７Ａや埋設結合部材４５に圧延材からなるＨ形鋼を使用する場合、サイズが限られるため最適な組み合わせを得られない場合がある。このような場合には、鋼板を組み合わせて溶接しＨ形断面鋼を製作する必要があるが、これだと加工コストが嵩むようになる。
本発明は、前記の課題を有利に解消した水底地盤打込み部材を用いた水域構造物を提供することを目的とする。 As shown in FIG. 33, an embedded coupling member 45 as an insertion member made of H-shaped steel is arranged vertically at an end in the horizontal direction of the upper beam member 7A made of H-shaped steel, and the embedded coupling member 45 In the case of the connecting structure of the upper beam member 7A and the embedded coupling member 45 fixed to the longitudinal flange 46 on the side by welding, there are the following problems (j) to (l).
(J) The upper beam member 7A made of H-shaped cross-section steel is welded to one vertical flange 46 of the buried connecting member 45 made of H-shaped cross-section steel. 46, local bending deformation may occur due to the bending moment from the upper beam member 7A, leading to a decrease in yield strength.
(K) When a rib for reinforcement is arranged between the left and right flanges of the embedded coupling member, the processing cost increases.
When H-section steel made of rolled material is used for the upper beam member 7A and the embedded coupling member, the size is limited. In such a case, it is necessary to manufacture H-shaped cross-section steel by combining and welding steel plates, but this manufacturing method increases the processing cost.
(L) When an H-section steel made of a rolled material is used for the upper beam member 7A and the embedded coupling member 45, the optimum combination may not be obtained because the size is limited. In such a case, it is necessary to produce a H-shaped cross-section steel by combining steel plates, but this increases the processing cost.
An object of this invention is to provide the water body structure using the submerged ground driving | operation member which eliminated the said subject advantageously.

第１発明の水底地盤打込み部材を用いた水域構造物においては、多数の水底地盤打込み部材が適宜間隔を隔てた状態で水底地盤（２）に打設され、前記水底地盤打込み部材の上部から水底地盤（２）に向って斜め下向きに延長する多数の斜材（３）の上端部が、前記水底地盤打込み部材に交差する方向に延長する中空鋼製部材からなる多数の上部梁材（７）にそれぞれ連結されて第１連結部（Ａ）を形成し、前記斜材（３）の下端部に杭挿通用
下部筒体（４）が連結されて支持部材（８）が構成され、適宜間隔を隔てて配置されて水底地盤（２）に打設された多数の前方杭（５）に、それぞれ支持部材（８）における杭挿通用下部筒体（４）が挿入されて連結され、前記上部梁材（７）が水底地盤打込み部材の上部および前方杭（５）の上部に連結されている特徴とする。
第２発明では、第１発明の水底地盤打込み部材を用いた水域構造物において、前記上部梁材（７）は、中空円形鋼管あるいは部材軸方向に直角な断面における角部が断面円弧状とされている中空角形鋼管であることを特徴とする。
第３発明では、第１発明または第２発明の水底地盤打込み部材を用いた水域構造物において、前記斜材（３）が、中空円形鋼管であることを特徴とする。
第４発明では、第１〜３発明のいずれかの水底地盤打込み部材を用いた水域構造物において、前記上部梁材（７）の下方部に位置する第１ベースプレート（１００）と上部梁材（７）の下部とは、上部梁材（７）の長手方向に配置された複数の連結鋼板（１１０）と溶接により連結され、斜材（３）の上端部は第２ベースプレート（１０１）と溶接により連結され、前記第１ベースプレート（１００）と第２ベースプレート（１０１）とは、ボルト等の機械的手段により連結されて第１連結部（Ａ）が形成されていることを特徴とする。
第５発明では、第４発明の水底地盤打込み部材を用いた水域構造物において、第２ベースプレート（１０１）の幅を第１ベースプレート（１００）の幅よりも若干大きくして、第１ベースプレート（１００）が第２ベースプレート（１０１）の上面に溶接されていることを特徴とする。
第６発明では、第１〜第３発明のいずれかの水底地盤打込み部材を用いた水域構造物において、上部梁材（７）の下方部に位置する第１ベースプレート（１００）と上部梁材（７）の下部とは、上部梁材（７）の長手方向に配置された複数の連結鋼板（１１０）と溶接により連結され、斜材（３）の上端部は第２ベースプレート（１０１）と溶接により連結され、第２ベースプレート１０１の幅を第１ベースプレート１００の幅よりも若干大きくして、第１ベースプレート１００は第２ベースプレート１０１の上面に溶接されることにより連結されて第１連結部（Ａ）が形成されていることを特徴とする。
第７発明では、第４発明〜第６発明のいずれかの水底地盤打込み部材を用いた水域構造物において、連結鋼板（１１０）の所定箇所に所定形状の開口部を所定個数設けていることを特徴とする。
第８発明では、第４発明〜第７発明のいずれかの水底地盤打込み部材を用いた水域構造物において、斜材（３）の上部と第２ベースプレート（１０１）には、斜材側縦補強鋼板（１３）が溶接接合されていることを特徴とする。
第９発明では、第１発明〜第８発明のいずれかの水底地盤打込み部材を用いた水域構造物において、前記上部梁材（７）が水底地盤打込み部材の上部および前方杭（５）の上部に連結されて連結部（Ｂ）を形成していることを特徴とする。
第１０発明では、第９発明の水底地盤打込み部材を用いた水域構造物において、中空柱状部材からなる前方杭（５）の頭部に対応する位置における上部梁材７には、縦向きに配置された所定長さの中空鋼管の基端部が溶接接合されて埋設結合部材（６）が形成され、前記埋設結合部材（６）は、前記前方杭（５）の上部に内挿され、前記前方杭（５）の上部所定範囲に、前記埋設結合部材（６）を埋め込むようにコンクリートなどの経時硬化性材料が充填されて第２連結部（Ｂ２）が形成されていることを特徴とする。
第１１発明では、第９発明の水底地盤打込み部材を用いた水域構造物において、中空柱状部材からなる前方杭（５）の頭部に対応する位置において、縦向きに配置された所定長さの中空鋼管からなる埋設結合部材（６）の下方部が前記前方杭（５）の上部に内挿され、前記埋設結合部材（６）の上部が前記前方杭（５）よりも突出して突出部（３７）を形成し、前記突出部（３７）の側面に、上部梁材（７）の一端が溶接接合され、前記前方杭（５）の上部所定範囲に、前記埋設結合部材（６）を埋め込むようにコンクリートなどの経時硬化性材料が充填されて第２連結部（Ｂ２）が形成されていることを特徴とする。
第１２明では、第１０発明または第１１発明の水底地盤打込み部材を用いた水域構造物
において、前記埋設結合部材（６）の所定箇所には所定形状の開口部が所定個数設けられてジベルを形成し、ジベル付きの埋設結合部材（６）とされていることを特徴とする。
第１３発明では、第１０〜第１２発明のいずれかの水底地盤打込み部材を用いた水域構造物において、孔明き鋼板（３５）が埋設結合部材（６）の所定箇所に溶接接合されて孔明き鋼板ジベル付きの埋設結合部材（６）とされていることを特徴とする。
第１４発明では、第１３明の水底地盤打込み部材を用いた水域構造物において、孔明き鋼板（３５）が埋設結合部材（６）の外側に設けられて、孔明き鋼板（３５）が、水底地盤打込み部材あるいは前方杭における鋼管に対して、スペーサーあるいは間隔保持材としても機能していることを特徴とする。
第１５発明では、第１発明〜第１４発明の水底地盤打込み部材を用いた水域構造物において、構造物延長方向に多数配設された中空柱状部材からなる前方杭（５）の上部は、鉄筋コンクリートあるいは経時硬化性材料からなる構造物延長方向第１連結材（１１）により連結されていることを特徴とする
第１６発明では、第１発明〜第１５発明の水底地盤打込み部材を用いた水域構造物において、構造物延長方向に多数配設された水底地盤打ち込み部材（１）の上部と上部梁材（７）との第３連結部（Ｂ３）と、上部梁材（７）と斜材（３）との第１連結部（Ａ）とは、これらを埋め込むように設けられる鉄筋コンクリートあるいは経時硬化性材料からなる構造物延長方向第２連結材（１２）により連結されていることを特徴とする。
第１７発明では、第４発明〜第１６発明のいずれかの水底地盤打込み部材を用いた水域構造物において、第１ベースプレート（１００）の所定箇所に第１開口部（Ｋ１）が設けられ、第２ベースプレート（１０１）の所定箇所に第２開口部（Ｋ２）が設けられ、上部梁材（７）の下部の所定箇所に第３開口部（Ｋ３）が設けられ、上部梁材７の上部に所定箇所に第４開口部（Ｋ４）が設けられていることを特徴とする。
第１８発明では、第１７発明の水底地盤打込み部材を用いた水域構造物において、前記第１開口部（Ｋ１）と、第２開口部（Ｋ２）と、第３開口部（Ｋ３）と、第４開口部（Ｋ４）とは、上下方向に間隔をおいて直列に配置されていることを特徴とする。
第１９発明では、第１７発明または第１８発明の水底地盤打込み部材を用いた水域構造物において、前記第１開口部（Ｋ１）と、第２開口部（Ｋ２）と、第３開口部（Ｋ３）と、第４開口部（Ｋ４）とに亘って、コンクリート等経時硬化性材料を充填するためのコンクリート充填用ガイド管等の充填用補助部材（１４）が設置されていることを特徴とする。
第２０発明では、第１発明〜第１９発明における水底地盤打込み部材を用いた水域構造物において、斜材の上部内側に底型枠が設けられて、斜材の上部の所定範囲に経時硬化性材料が充填されていることを特徴とする。
第２１発明では、第１発明〜第２０発明の水底地盤打込み部材を用いた水域構造物において、上部梁材（７）の内側の所定箇所には、仕切り型枠が設けられ、仕切り型枠で仕切られた上部梁材（７）の内側空間に、コンクリート等の経時硬化性材料が充填されていることを特徴とする。 In the aquatic structure using the submerged ground driving member according to the first aspect of the present invention, a number of submarine ground driving members are placed on the submarine ground (2) with appropriate spacing, and the bottom of the water bottom ground driving member is A number of upper beams (7) made of a hollow steel member whose upper ends of a number of diagonal members (3) extending obliquely downward toward the ground (2) extend in a direction intersecting the water bottom ground driving member Are connected to each other to form a first connecting portion (A), and a pile insertion lower cylindrical body (4) is connected to the lower end portion of the diagonal member (3) to form a support member (8), with appropriate spacing The lower cylinders (4) for inserting the piles in the support members (8) are respectively inserted into and connected to a number of the front piles (5) placed on the water bottom ground (2) and separated from each other. Beam material (7) is the upper part of the submerged ground driving member and the upper part of the front pile (5) It characterized being connected.
In the second invention, in the water structure using the submerged ground driving member of the first invention, the upper beam member (7) has a hollow circular steel pipe or a corner in a cross section perpendicular to the member axial direction having an arcuate cross section. It is characterized by being a hollow square steel pipe.
According to a third aspect of the present invention, in the water structure using the submerged ground driving member according to the first or second aspect of the invention, the diagonal member (3) is a hollow circular steel pipe.
In 4th invention, in the water body structure using the water bottom ground driving member in any one of 1st-3rd invention, the 1st baseplate (100) located in the lower part of the said upper beam material (7), and upper beam material ( 7) is connected to the plurality of connecting steel plates (110) arranged in the longitudinal direction of the upper beam member (7) by welding, and the upper end portion of the diagonal member (3) is welded to the second base plate (101). The first base plate (100) and the second base plate (101) are connected by mechanical means such as bolts to form a first connection part (A).
In the fifth aspect of the present invention, in the water body structure using the submerged ground driving member of the fourth aspect of the invention, the width of the second base plate (101) is made slightly larger than the width of the first base plate (100), and the first base plate (100 ) Is welded to the upper surface of the second base plate (101).
In a sixth aspect of the present invention, in the water structure using the submerged ground driving member of any one of the first to third aspects, the first base plate (100) and the upper beam member ( 7) is connected to the plurality of connecting steel plates (110) arranged in the longitudinal direction of the upper beam member (7) by welding, and the upper end portion of the diagonal member (3) is welded to the second base plate (101). The width of the second base plate 101 is slightly larger than the width of the first base plate 100, and the first base plate 100 is connected to the upper surface of the second base plate 101 to be connected to the first connecting portion (A ) Is formed.
In the seventh invention, in the water structure using the submerged ground driving member according to any one of the fourth to sixth inventions, a predetermined number of openings having a predetermined shape are provided at predetermined positions of the connecting steel plate (110). Features.
According to an eighth aspect of the present invention, in the water structure using the submerged ground driving member according to any one of the fourth to seventh aspects, the upper portion of the diagonal member (3) and the second base plate (101) are provided with the diagonal member side longitudinal reinforcement. The steel plate (13) is welded and joined.
In the ninth invention, in the water structure using the water bottom ground driving member according to any one of the first to eighth inventions, the upper beam member (7) is an upper portion of the water bottom ground driving member and an upper portion of the front pile (5). To form a connecting portion (B).
In the tenth invention, in the water body structure using the submerged ground driving member according to the ninth invention, the upper beam member 7 at a position corresponding to the head of the front pile (5) made of a hollow columnar member is arranged vertically. The base end of the hollow steel pipe having a predetermined length is welded to form an embedded coupling member (6), and the embedded coupling member (6) is inserted into the upper portion of the front pile (5), A second connecting portion (B2) is formed by filling a temporally curable material such as concrete so as to embed the embedded coupling member (6) in a predetermined upper range of the front pile (5). .
In the eleventh invention, in the water body structure using the submerged ground driving member of the ninth invention, at a position corresponding to the head of the front pile (5) made of a hollow columnar member, a predetermined length arranged vertically. The lower part of the embedded coupling member (6) made of a hollow steel pipe is inserted into the upper part of the front pile (5), and the upper part of the embedded coupling member (6) protrudes from the front pile (5) to protrude ( 37) is formed, one end of the upper beam member (7) is welded to the side surface of the projecting portion (37), and the embedded coupling member (6) is embedded in the upper predetermined range of the front pile (5). As described above, the second connecting portion (B2) is formed by being filled with a time-curable material such as concrete.
In the twelfth light, in the water structure using the bottom ground driving member of the tenth invention or the eleventh invention, a predetermined number of openings having a predetermined shape are provided at predetermined positions of the buried coupling member (6). It is formed and it is set as the embedded coupling member (6) with a diver.
In the thirteenth invention, in the water structure using the water bottom ground driving member according to any one of the tenth to twelfth inventions, the perforated steel plate (35) is welded and joined to a predetermined location of the embedded coupling member (6). It is set as the embedded coupling member (6) with a steel plate gibber.
In the fourteenth invention, in the water structure using the thirteenth water bottom ground driving member, the perforated steel plate (35) is provided outside the buried coupling member (6), and the perforated steel plate (35) It is also characterized by functioning as a spacer or a spacing member for the steel pipe in the ground driving member or the front pile.
In the fifteenth aspect of the invention, in the water structure using the submerged ground driving member of the first to fourteenth aspects, the upper part of the front pile (5) made up of hollow columnar members arranged in the structure extension direction is reinforced concrete. Or it is connected by the structure extension direction 1st connection material (11) which consists of a time-hardening material, In the 16th invention, the water structure using the water bottom ground driving member of 1st invention-15th invention In the object, a third connecting portion (B3) between the upper part of the submerged ground driving member (1) and the upper beam member (7) arranged in the structure extension direction, the upper beam member (7) and the diagonal member ( 3) and the first connecting part (A) are connected by a structure extending direction second connecting member (12) made of reinforced concrete or a time-hardening material so as to be embedded therein. .
In the seventeenth invention, in the water structure using the bottom ground driving member according to any of the fourth to sixteenth inventions, a first opening (K1) is provided at a predetermined location of the first base plate (100), 2 A second opening (K2) is provided at a predetermined position of the base plate (101), a third opening (K3) is provided at a predetermined position below the upper beam member (7), and an upper portion of the upper beam member 7 is provided. A fourth opening (K4) is provided at a predetermined location.
In an eighteenth aspect of the invention, in the water body structure using the submerged ground driving member of the seventeenth aspect of the invention, the first opening (K1), the second opening (K2), the third opening (K3), The four openings (K4) are characterized by being arranged in series at intervals in the vertical direction.
In a nineteenth aspect of the invention, in the water body structure using the water bottom ground driving member of the seventeenth aspect or the eighteenth aspect, the first opening (K1), the second opening (K2), and the third opening (K3) ) And a fourth opening (K4), a filling auxiliary member (14) such as a concrete filling guide tube for filling a time-hardening material such as concrete is installed. .
In the twentieth invention, in the water structure using the water bottom ground driving member according to the first to nineteenth inventions, a bottom mold is provided inside the upper part of the diagonal member, and the time-curing property is set within a predetermined range of the upper part of the diagonal member. It is characterized by being filled with material.
In a twenty-first aspect, in the water structure using the submerged ground driving member according to the first to twentieth aspects, a partition formwork is provided at a predetermined position inside the upper beam member (7). The inside space of the partitioned upper beam member (7) is filled with a time-curable material such as concrete.

第１発明によると、多数の水底地盤打込み部材が適宜間隔を隔てた状態で水底地盤に打設され、前記水底地盤打込み部材の上部から水底地盤に向って斜め下向きに延長する多数の斜材の上端部が、前記水底地盤打込み部材に交差する方向に延長する中空鋼製部材からなる多数の上部梁材にそれぞれ連結されて第１連結部を形成し、前記斜材の下端部に杭挿通用下部筒体が連結されて支持部材が構成され、適宜間隔を隔てて配置されて水底地盤に打設された多数の前方杭に、それぞれ支持部材における杭挿通用下部筒体が挿入されて連結され、前記上部梁材が水底地盤打込み部材の上部および前方杭の上部に連結されているので、中空鋼製部材からなる上部梁材を用いることにより、上部梁材の下側において斜材との連結を図る第１連結部で確実に連結することができる効果が得られる。
また、上部梁材は中空鋼製部材であるので、その外周面に重防食被覆を施した場合に、
塗膜がコーナー部で薄くなったり、剥離する恐れを回避することができ、防食性能の高い水域構造物とすることができる等の効果が得られる。
第２発明によると、前記上部梁材は、中空円形鋼管あるいは部材軸方向に直角な断面における角部が断面円弧状とされている中空角形鋼管であるので、従来のＨ形断面材に比べて、捻り剛性が大きく、構造部材として安定しており、かつ、防食材料で被覆する場合にも、均一の厚さに被覆することができる。
また、上部梁材の内部の所定部位に経時硬化性材料を充填することにより重量や剛性を調整することも可能であるため、設計および施工の自由度を高めることができる等の効果が得られる。
第３発明によると、前記斜材が、中空円形鋼管であるので、捻り剛性が大きく、構造部材として安定しており、かつ、防食材料で被覆する場合にも、均一の厚さに被覆することができる。
また、斜材の内部に経時硬化性材料を充填することにより、重量や剛性を調整することも可能であるため、設計および施工の自由度を高めることができる等の効果が得られる。
第４発明によると、上部梁材の下方部に位置する第１ベースプレートと上部梁材の下部とは、上部梁材の長手方向に配置された複数の連結鋼板と溶接により連結され、斜材の上端部は第２ベースプレートと溶接により連結され、前記第１ベースプレートと第２ベースプレートとは、ボルト等の機械的手段により連結されて第１連結部が形成されているので、第１ベースプレートと上部梁材の下部とは、上部梁材の長手方向に配置された複数の連結鋼板を介して溶接という簡易な手段により確実に連結され、かつ、上部梁材側の第１ベースプレートと斜材側の第２ベースプレートとをボルト等の機械的手段により連結するだけで、上部梁材と斜材とを確実に連結一体化することができる等の効果が得られる。
また、前方杭や水底地盤打ち込み部材の施工誤差が大きい場合には、第１ベースプレートと斜材側の第２ベースプレートをそれらのボルト孔列方向に、位置をボルト孔間隔分位置をずらして、第１ベースプレートと斜材側の第２ベースプレートをボルト接合することにより、前方杭と水底地盤打ち込み部材の施工誤差を簡単に吸収することができる効果もある。
ボルト孔列が千鳥状に規則的に配置されている場合には、前後左右の２方向の施工誤差を吸収することができる。
第５発明によると、第２ベースプレートの幅を第１ベースプレートの幅よりも若干大きくして、第１ベースプレートが第２ベースプレートの上面に溶接されているので、斜材側の第２ベースプレートの幅を、溶接代程度、若干大きくするだけで、上部梁材側の第１ベースプレートを斜材側の第２ベースプレートに溶接により固定することで連結して、上部梁材と斜材とを一体化することができる等の効果が得られる。
また、前方杭や水底地盤打ち込み部材の施工誤差が大きい場合には、第１ベースプレートと斜材側の第２ベースプレートをずらして溶接により連結することにより、前方杭や水底地盤打ち込み部材の施工誤差を吸収することができる。
第６発明によると、上部梁材の下方部に位置する第１ベースプレートと上部梁材の下部とは、上部梁材の長手方向に配置された複数の連結鋼板と溶接により連結され、斜材の上端部は第２ベースプレートと溶接により連結され、第２ベースプレートの幅を第１ベースプレートの幅よりも若干大きくして、第１ベースプレートは第２ベースプレートの上面に溶接されることにより連結されて第１連結部（Ａ）が形成されているので、上部梁材とその第１ベースプレートとを連結鋼板を介して容易に一体化することができ、また、上部梁材側の第１ベースプレートを斜材側の第２ベースプレートに溶接により固定することで連結して、上部梁材と斜材とを一体化することができる等の効果が得られる。
また、前方杭や水底地盤打ち込み部材の施工誤差が大きい場合には、第１ベースプレートと斜材側の第２ベースプレートのボルト孔の位置をずらして、ボルト接合と溶接により連結することにより施工誤差を吸収することができる。
第７発明によると、連結鋼板の所定箇所に所定形状の開口部を所定個数設けているので、連結鋼板はジベル機能を発揮する。このため、連結鋼板を埋め込むコンクリート等の経
時硬化性材料を打設する場合に、連結鋼板との一体化を確実に図ることがでる。また、連結鋼板を複数枚設置する場合に、連結鋼板に設けた開口部から、連結鋼板間に経時硬化性材料を充填することができるため、連結鋼板が複数枚ある場合でも、連結鋼板との一体化および上部梁材との一体化を確実に図ることができる等の効果が得られる。
第８発明によると、斜材の上部と第２ベースプレートには、斜材側縦補強鋼板が溶接接合されているので、斜材側縦補強鋼板を１枚または複数枚設けることにより、第２ベースプレートの剛性が高まり、また複数枚の斜材側縦補強鋼板を設ける場合には、斜材側縦補強鋼板間のスパンが短くなるから、第２ベースプレートの局部的な曲げ剛性が高まるから、不要に厚い第２ベースプレートを使用することなく、斜材と第２ベースプレートを確実に強固に固定することができ、また斜材側縦補強鋼板は、第２ベースプレート下側に配置され斜材に固定する形態になるので、コンクリート等の経時硬化性材料を打設する場合でも、従来のＨ型断面材の上下フランジ間に打設する場合に比べて、確実に充填することができる。
第９発明によると、前記上部梁材が水底地盤打込み部材の上部および前方杭の上部に連結されて連結部を形成しているので、波浪あるいは土圧が作用する場合に、上部梁材から連結部を介して水底地盤打込み部材および前方杭に応力を伝達したり、水底地盤打込み部材から上部梁材を介して前方杭に応力を伝達したり、あるいは上部梁材および斜材を介して前方杭に応力を伝達することができる等の効果が得られる。
第１０発明によると、中空柱状部材からなる前方杭の頭部に対応する位置における上部梁材には、縦向きに配置された所定長さの中空鋼管の基端部が溶接接合されて埋設結合部材が形成され、前記埋設結合部材は、前記前方杭の上部に内挿され、前記前方杭の上部所定範囲に、前記埋設結合部材を埋め込むようにコンクリートなどの経時硬化性材料が充填されて第２連結部が形成されているので、上部梁材に、中空鋼管からなる埋設結合部材を設けて前方杭内に充填する経時硬化性材料により埋め込むだけで、上部梁材と前方杭との強固な連結一体化を図ることができる等の効果が得られる。
第１１発明によると、中空柱状部材からなる前方杭の頭部に対応する位置において、縦向きに配置された所定長さの中空鋼管からなる埋設結合部材の下方部が前記前方杭の上部に内挿され、前記埋設結合部材の上部が前記前方杭よりも突出して突出部を形成し、前記突出部の側面に、上部梁材の一端が溶接接合され、前記前方杭の上部所定範囲に、前記埋設結合部材を埋め込むようにコンクリートなどの経時硬化性材料が充填されているので、埋設結合部材の上部を前方杭よりも突出させるだけで、コンクリート等の経時硬化性材料を打設して築造される構造物延長方向第１連結材等の連結材に前記突出部を埋め込むだけで、上部梁材と構造物延長方向第１連結材との一体化、あるいは突出部を介した構造物延長方向第１連結材と前方杭との強固な一体化を図ることができる等の効果が得られる。
また、前方杭の上部所定範囲に、前記埋設結合部材を埋め込むようにコンクリートなどの経時硬化性材料が充填されるが、このコンクリートなどの経時硬化性材料の充填を前記埋設結合部材の上端開放部から行うことができるので、充填作業を簡単かつ確実に行うことができる。
第１２発明によると、前記埋設結合部材（６）の所定箇所には所定形状の開口部が所定個数設けられてジベルを形成し、ジベル付きの埋設結合部材（６）とされているので、埋設結合部材に開口部を設けるだけで、一層強固に、上部梁材と前方杭との強固な連結一体化を図ることができる等の効果が得られる。
第１３発明によると、孔明き鋼板が埋設結合部材の所定箇所に溶接接合されて孔開き鋼板ジベル付きの埋設結合部材としているので、埋設結合部材に孔開き鋼板を設けるだけで、一層強固に、上部梁材と前方杭との強固な連結一体化を図ることができる等の効果が得られる。
第１４発明によると、孔明き鋼板が埋設結合部材の外側に設けられて、孔明き鋼板が、スペーサーあるいは間隔保持材としても機能しているので、孔明き鋼板を埋設結合部材の外側に設けるだけで、孔明き鋼板をジベルとして機能させることができると共に、孔開き鋼板を、埋設結合部材と水底地盤打込み部材あるいは杭との間の間隔が狭くなることを防
ぎ、コンクリート等の経時硬化性材料の充填を確実にするためのスペーサーあるいは間隔保持材としても機能させて、埋設結合部材を所定の位置に設置することができる等の効果が得られる。
第１５発明によると、構造物延長方向に多数配設された中空柱状部材からなる前方杭の上部は、鉄筋コンクリートあるいは経時硬化性材料からなる構造物延長方向第１連結材（１１）により連結されているので、前方杭の上部と構造物延長方向第１連結材との強固な一体化を図ることができる等の効果が得られる。
第１６発明によると、構造物延長方向に多数配設された水底地盤打ち込み部材の上部と上部梁材との第３連結部（Ｂ３）と、上部梁材と斜材との第１連結部とは、これらを埋め込むように設けられる鉄筋コンクリートあるいは経時硬化性材料からなる構造物延長方向第２連結材（１２）により連結されているので、水底地盤打ち込み部材の上部と、上部梁材と、斜材上部と、構造物延長方向第２連結材との強固な一体化を図ることができる等の効果が得られる。
第１７発明によると、第１ベースプレートの所定箇所に第１開口部が設けられ、第２ベースプレートの所定箇所に第２開口部が設けられ、上部梁材の下部の所定箇所に第３開口部が設けられ、上部梁材の上部に所定箇所に第４開口部が設けられているので、充填用ガイド管等の充填用補助部材を第１開口部〜第４開口部に亘って配置して、容易に上部梁材側から斜材上部内にコンクリート等の経時硬化性材料を充填することができる等の効果が得られる。
第１８発明によると、前記第１開口部と、第２開口部と、第３開口部と、第４開口部とは、上下方向に間隔をおいて直列に配置されているので、コンクリート等の経時硬化性材料を充填するための充填用ガイド管等の充填用補助部材を配置する場合に、直列に配置されている各開口部に順次挿入することで容易に配置することができるため、充填用補助部材の配置作業あるいは撤去作業が容易である等の効果が得られる。
第１９発明によると、前記第１開口部と、第２開口部と、第３開口部と、第４開口部とに亘って、コンクリート等の経時硬化性材料を充填するための充填用ガイド管等の充填用補助部材が設置されているので、充填用補助部材を利用して斜材上部にコンクリート等の経時硬化性材料を充填することができる等の効果が得られる。
第２０発明によると、斜材の上部内側に底型枠が設けられて、斜材の上部の所定範囲に、コンクリート等の経時硬化性材料が充填されているので、斜材の剛性を高め、構造物延長方向第２連結材に埋設される斜材上部の埋設される部位と埋設されない部位の境界部において、中空とする場合に比べて、急激な剛性変化がおこらないので、剛性変化の影響により応力集中が発生する恐れを回避することができる効果が得られる。
第２１発明によると、上部梁材の内側の所定箇所には、仕切り型枠が設けられ、仕切り型枠で仕切られた上部梁材の内側空間に、コンクリート等の経時硬化性材料が充填されているので、仕切り板により仕切られた所定範囲に経時硬化性材料を充填して上部梁材の剛性を高め、また、構造物延長方向第１連結材あるいは構造物延長方向第２連結材に埋設される上部梁材の埋設される部位と埋設されない部位の境界部において、中空とする場合に比べて、急激な剛性変化がおこらないので、剛性変化の影響により応力集中が発生する恐れを回避することができる効果が得られる。 According to the first aspect of the present invention, a large number of slanted members that are placed on the bottom bottom ground in a state where a plurality of bottom bottom ground driving members are appropriately spaced apart and extend obliquely downward from the top of the bottom bottom ground driving member toward the bottom bottom ground. The upper end portion is connected to each of a plurality of upper beam members made of a hollow steel member extending in a direction intersecting the submarine ground driving member to form a first connection portion, and the pile is inserted into the lower end portion of the diagonal member. The lower cylinders are connected to form a support member, and piled lower cylinders in the support members are respectively inserted and connected to a number of forward piles arranged on the water bottom ground with appropriate intervals. Since the upper beam member is connected to the upper part of the submerged ground driving member and the upper part of the front pile, the upper beam member made of a hollow steel member is used to connect the diagonal member on the lower side of the upper beam member. In the first connecting part Effect which can be coupled to obtain.
In addition, since the upper beam material is a hollow steel member, when the outer peripheral surface is provided with a heavy anti-corrosion coating,
It is possible to avoid the possibility that the coating film becomes thin or peels off at the corners, and effects such as a water structure having high anticorrosion performance can be obtained.
According to the second invention, the upper beam material is a hollow circular steel pipe or a hollow square steel pipe whose corners in a cross section perpendicular to the axial direction of the member are arcuate in cross section. The torsional rigidity is large, the structure member is stable, and even when it is coated with an anticorrosive material, it can be coated with a uniform thickness.
In addition, since it is possible to adjust the weight and rigidity by filling a predetermined portion inside the upper beam material with a time-curable material, it is possible to obtain effects such as increasing the degree of freedom in design and construction. .
According to the third invention, since the diagonal member is a hollow circular steel pipe, the torsional rigidity is large, it is stable as a structural member, and even when coated with an anticorrosive material, it is coated with a uniform thickness. Can do.
In addition, since the weight and rigidity can be adjusted by filling the inside of the diagonal material with the time-curable material, an effect of increasing the degree of freedom in design and construction can be obtained.
According to the fourth invention, the first base plate located in the lower part of the upper beam member and the lower part of the upper beam member are connected by welding with a plurality of connecting steel plates arranged in the longitudinal direction of the upper beam member, The upper end portion is connected to the second base plate by welding, and the first base plate and the second base plate are connected by mechanical means such as bolts to form the first connecting portion. The lower part of the material is reliably connected by a simple means of welding through a plurality of connecting steel plates arranged in the longitudinal direction of the upper beam material, and the first base plate on the upper beam material side and the first base plate on the diagonal material side. By simply connecting the two base plates to each other by mechanical means such as bolts, it is possible to obtain an effect that the upper beam member and the diagonal member can be reliably connected and integrated.
In addition, when the construction error of the front pile and the submarine ground driving member is large, the first base plate and the second base plate on the diagonal member side are shifted in the bolt hole row direction, and the position is shifted by the bolt hole interval. By bolting the 1 base plate and the second base plate on the diagonal member side, there is an effect that the construction error between the front pile and the submarine ground driving member can be easily absorbed.
When the bolt hole rows are regularly arranged in a zigzag pattern, construction errors in the two directions of front, rear, left and right can be absorbed.
According to the fifth invention, the width of the second base plate is slightly larger than the width of the first base plate, and the first base plate is welded to the upper surface of the second base plate. By joining the first beam plate on the upper beam material side to the second base plate on the diagonal material side by welding, the upper beam material and the diagonal material can be integrated by simply increasing the welding allowance slightly. The effect that it can do is acquired.
In addition, when the construction error of the front pile or the submarine ground driving member is large, the construction error of the front pile or the submarine ground driving member can be reduced by shifting the first base plate and the second base plate on the diagonal material side by welding. Can be absorbed.
According to the sixth invention, the first base plate located in the lower part of the upper beam member and the lower part of the upper beam member are connected by welding with a plurality of connecting steel plates arranged in the longitudinal direction of the upper beam member, The upper end portion is connected to the second base plate by welding, the width of the second base plate is slightly larger than the width of the first base plate, and the first base plate is connected to the upper surface of the second base plate by welding. Since the connecting portion (A) is formed, the upper beam member and the first base plate can be easily integrated via the connecting steel plate, and the first base plate on the upper beam member side is connected to the diagonal member side. The upper beam member and the diagonal member can be integrated with each other by being fixed to the second base plate by welding.
Also, if there is a large construction error in the front pile or the submerged ground driving member, the position of the bolt hole on the first base plate and the second base plate on the diagonal member side is shifted and connected by bolt joining and welding. Can be absorbed.
According to the seventh invention, since a predetermined number of openings having a predetermined shape are provided at predetermined locations of the connecting steel plates, the connecting steel plates exhibit a dowel function. For this reason, when aging materials, such as concrete which embeds a connection steel plate, are cast, integration with a connection steel plate can be aimed at reliably. In addition, when installing a plurality of connected steel sheets, the time-hardening material can be filled between the connected steel sheets from the opening provided in the connected steel sheets, so even when there are a plurality of connected steel sheets, The effect that the integration and the integration with the upper beam material can be achieved reliably is obtained.
According to the eighth aspect of the invention, since the diagonal member side longitudinal reinforcing steel plate is welded to the upper portion of the diagonal member and the second base plate, the second base plate can be provided by providing one or more diagonal member side longitudinal reinforcing steel plates. When a plurality of diagonal material-side longitudinal reinforcing steel plates are provided, the span between the diagonal material-side longitudinal reinforcing steel plates is shortened, so the local bending rigidity of the second base plate is increased, which is unnecessary. The diagonal member and the second base plate can be securely and securely fixed without using the thick second base plate, and the diagonal member-side longitudinal reinforcing steel plate is disposed below the second base plate and fixed to the diagonal member. Therefore, even when a time-hardening material such as concrete is cast, the filling can be surely performed as compared with the case where the conventional H-shaped cross-section material is placed between the upper and lower flanges.
According to the ninth invention, since the upper beam member is connected to the upper portion of the submarine ground driving member and the upper portion of the front pile, a connection portion is formed. Therefore, when waves or earth pressure acts, the upper beam member is connected to the upper beam member. The stress is transmitted to the submarine ground driving member and the front pile through the head, the stress is transmitted from the submarine ground driving member to the front pile through the upper beam material, or the front pile through the upper beam material and the diagonal material. The effect of being able to transmit stress to is obtained.
According to the tenth invention, the base end portion of a predetermined length of the hollow steel pipe is welded and joined to the upper beam material at the position corresponding to the head of the front pile made of the hollow columnar member. A member is formed, and the embedded coupling member is inserted into an upper portion of the front pile, and a predetermined time upper material of the front pile is filled with a time-curable material such as concrete so as to embed the embedded coupling member. Since the two connecting parts are formed, the upper beam material is provided with an embedded coupling member made of a hollow steel pipe and is embedded with a time-curable material that fills the front pile. The effect that connection integration can be achieved is obtained.
According to the eleventh aspect of the invention, at the position corresponding to the head of the front pile made of the hollow columnar member, the lower part of the buried connecting member made of the hollow steel pipe having a predetermined length arranged in the vertical direction is located in the upper part of the front pile. Inserted, the upper part of the embedded coupling member protrudes from the front pile to form a protruding part, one end of the upper beam material is welded to the side surface of the protruding part, and the upper predetermined range of the front pile is Since it is filled with time-hardening material such as concrete so as to embed the embedded coupling member, it is built by casting time-hardening material such as concrete just by protruding the upper part of the embedded coupling member from the front pile. By simply embedding the protrusion in the connecting material such as the first connecting material in the structure extending direction, the upper beam material and the first connecting material in the structure extending direction can be integrated, or the structure extending direction through the protruding portion can be increased. 1 Connection material and front pile Effects such can be made solid Do integrated is obtained.
In addition, a time-curable material such as concrete is filled in the upper predetermined range of the front pile so as to embed the embedded coupling member, and the upper-end opening portion of the embedded coupling member is filled with the time-curable material such as concrete. Therefore, the filling operation can be performed easily and reliably.
According to the twelfth invention, since a predetermined number of openings having a predetermined shape are provided at predetermined positions of the embedded coupling member (6) to form a diver, and the embedded coupling member (6) with a bevel is provided. By providing an opening in the coupling member, it is possible to obtain an effect that the upper beam member and the front pile can be firmly connected and integrated more firmly.
According to the thirteenth invention, since the perforated steel plate is welded and joined to a predetermined portion of the embedded coupling member and is used as an embedded coupling member with a perforated steel plate gibber, only by providing a perforated steel plate in the embedded coupling member, Advantages such as a strong connection and integration between the upper beam material and the front pile can be achieved.
According to the fourteenth invention, the perforated steel sheet is provided outside the embedded coupling member, and the perforated steel sheet functions also as a spacer or spacing member, so that the perforated steel sheet is only provided outside the embedded coupling member. Thus, the perforated steel sheet can function as a gibber, and the perforated steel sheet is prevented from becoming narrow in the interval between the buried connecting member and the submerged ground driving member or the pile. It also functions as a spacer or a spacing member for ensuring filling, and an effect that the embedded coupling member can be installed at a predetermined position is obtained.
According to the fifteenth aspect, the upper part of the front pile made of hollow columnar members arranged in the structure extension direction is connected by the structure extension direction first connection material (11) made of reinforced concrete or a time-hardening material. As a result, it is possible to obtain an effect that the upper part of the front pile and the first connecting member in the structure extension direction can be firmly integrated.
According to the sixteenth aspect of the present invention, the third connection part (B3) between the upper part of the submerged ground driving member and the upper beam member arranged in the structure extension direction, and the first connection part between the upper beam member and the diagonal member, Are connected by a structure extension direction second connecting member (12) made of reinforced concrete or a time-hardening material provided to embed them, so that the upper part of the submerged ground driving member, the upper beam member, and the diagonal member Advantages such as a strong integration between the upper portion and the second connecting member in the structure extension direction can be obtained.
According to the seventeenth aspect, the first opening is provided at a predetermined location of the first base plate, the second opening is provided at a predetermined location of the second base plate, and the third opening is provided at a predetermined location below the upper beam member. Since the fourth opening is provided at a predetermined location on the upper part of the upper beam member, an auxiliary member for filling such as a filling guide tube is arranged over the first opening to the fourth opening, It is possible to easily obtain an effect that a time-hardening material such as concrete can be easily filled into the upper portion of the diagonal member from the upper beam member side.
According to the eighteenth aspect, the first opening, the second opening, the third opening, and the fourth opening are arranged in series at intervals in the vertical direction. When filling auxiliary members such as filling guide tubes for filling with time-curable materials, it can be easily placed by sequentially inserting into each opening arranged in series. The effect that the arrangement | positioning operation | work or removal operation | work of an auxiliary member is easy is acquired.
According to a nineteenth aspect of the present invention, a filling guide tube for filling a temporally curable material such as concrete across the first opening, the second opening, the third opening, and the fourth opening. Since the auxiliary member for filling such as the above is installed, the effect that the time-hardening material such as concrete can be filled on the upper part of the diagonal member by using the auxiliary member for filling is obtained.
According to the twentieth invention, the bottom mold is provided inside the upper part of the diagonal member, and a predetermined range of the upper part of the diagonal member is filled with a time-curable material such as concrete, so that the rigidity of the diagonal member is increased, The rigidity change effect does not occur at the boundary between the embedded part and the non-embedded part of the upper part of the diagonal member embedded in the second connecting material in the structure extension direction, compared to the case where it is hollow. As a result, it is possible to avoid the risk of stress concentration.
According to the twenty-first invention, a partition mold is provided at a predetermined position inside the upper beam member, and an inner space of the upper beam member partitioned by the partition mold is filled with a time-curable material such as concrete. Therefore, a predetermined range partitioned by the partition plate is filled with a time-curable material to increase the rigidity of the upper beam material, and is embedded in the structure extension direction first connection material or the structure extension direction second connection material. Compared to the case where the upper beam member is buried and not buried, there is no abrupt stiffness change compared to the case where it is hollow, so avoid the risk of stress concentration due to the stiffness change. The effect that can be obtained.

本発明の第１実施形態の水底地盤打込み部材を用いた水域構造物を示す概略側面図である。It is a schematic side view which shows the water body structure using the water bottom ground driving member of 1st Embodiment of this invention. 本発明の第１実施形態の水底地盤打込み部材を用いた水域構造物の変形形態を示す縦断側面図である。It is a vertical side view which shows the deformation | transformation form of the water body structure using the water bottom ground driving member of 1st Embodiment of this invention. 図１または図２に示す水底地盤打込み部材を用いた水域構造物における杭挿通用下部筒体およびこれに挿通配置されている前方杭付近の縦断正面図である。FIG. 3 is a longitudinal front view of a lower tubular body for inserting a pile in a water structure using the water bottom ground driving member shown in FIG. 1 or FIG. 図１または図２に示す水底地盤打込み部材を用いた水域構造物の正面図である。FIG. 3 is a front view of a water structure using the water bottom ground driving member shown in FIG. 1 or FIG. 2. 図１または図２に示す水底地盤打込み部材を用いた水域構造物における陸側の水底地盤打込み部材を示す縦断正面図である。FIG. 3 is a longitudinal sectional front view showing a land-side water bottom ground driving member in a water structure using the water bottom ground driving member shown in FIG. 1 or 2. 図１または図２に示す水底地盤打込み部材を用いた水域構造物における上部梁材付近の横断平面図である。FIG. 3 is a cross-sectional plan view of the vicinity of an upper beam member in a water structure using the water bottom ground driving member shown in FIG. 1 or 2. 図１または図２に示す水底地盤打込み部材を用いた水域構造物における斜材上部付近の横断平面図である。FIG. 3 is a cross-sectional plan view of the vicinity of the upper part of the diagonal member in the water structure using the water bottom ground driving member shown in FIG. 1 or FIG. 2. 杭挿通用下部筒体付近を拡大して示す縦断側面図である。It is a vertical side view which expands and shows the lower cylinder body vicinity for pile penetration. 杭挿通用下部筒体と前方杭とのに渡って漏洩防止部材を配置固定した状態を示す側面図である。It is a side view which shows the state which has arrange | positioned and fixed the leakage prevention member over the lower cylinder body for pile penetration, and a front pile. 図１または図２に示す水底地盤打込み部材を用いた水域構造物の耐圧縮支持フレームの上部付近を示す一部縦断側面図である。FIG. 3 is a partially longitudinal side view showing the vicinity of an upper portion of a compression-resistant support frame of a water structure using the water bottom ground driving member shown in FIG. 1 or 2. 耐圧縮支持フレームを示す概略側面図である。It is a schematic side view which shows a compression-proof support frame. 図１２に示す耐圧縮支持フレームの一部を拡大して示す一部切欠概略側面図である。FIG. 13 is a partially cutaway schematic side view showing a part of the compression-resistant support frame shown in FIG. 12 in an enlarged manner. （ａ）は図１２のａ−ａ断面図、（ｂ）は図１２のｂ−ｂ断面図、（ｃ）は図１２のｃ−ｃ断面図、（ｄ）は図１２のｄ−ｄ断面図である。12A is a sectional view taken along the line aa in FIG. 12, FIG. 12B is a sectional view taken along the line bb in FIG. 12, FIG. 12C is a sectional view taken along the line cc in FIG. FIG. 図１２に示す耐圧縮支持フレームの一部を拡大して示す側面図である。It is a side view which expands and shows a part of compression-resistant support frame shown in FIG. 上部梁材と斜材との接合部である第１連結部を示すものであって、（ａ）は上部梁材の一部を切り欠いて示す平面図、（ｂ）は側面図である。The 1st connection part which is a junction part of an upper beam material and a diagonal material is shown, Comprising: (a) is a top view which notches and shows a part of upper beam material, (b) is a side view. 図１５に示す上部梁材と斜材との接合部の縦断背面図である。It is a vertical rear view of the junction part of the upper beam material shown in FIG. 15, and a diagonal material. 杭挿通用下部筒体付近を拡大して示す縦断側面図である。It is a vertical side view which expands and shows the lower cylinder body vicinity for pile penetration. （ａ）は、図１７のｅ−ｅ矢視図、（ｂ）は図１７のｆ−ｆ断面図である。(A) is an ee arrow line view of FIG. 17, (b) is ff sectional drawing of FIG. 本発明の第２実施形態の水底地盤打込み部材を用いた水域構造物を示す縦断側面図である。It is a vertical side view which shows the water body structure using the underwater ground driving member of 2nd Embodiment of this invention. 図１９に示す水底地盤打込み部材を用いた水域構造物の正面図である。FIG. 20 is a front view of a water structure using the water bottom ground driving member shown in FIG. 19. 図１９に示す水底地盤打込み部材を用いた水域構造物における陸側の水底地盤打込み部材による矢板壁を示す縦断正面図である。It is a vertical front view which shows the sheet pile wall by the land side water bottom ground driving member in the water structure using the water bottom ground driving member shown in FIG. 図１９に示す水底地盤打込み部材を用いた水域構造物における上部梁材付近の横断平面図である。FIG. 20 is a cross-sectional plan view of the vicinity of the upper beam in the water structure using the water bottom ground driving member shown in FIG. 19. 図１９における耐圧縮斜材の上部付近で切断した横断平面図である。It is the cross-sectional top view cut | disconnected by upper part vicinity of the compression-proof diagonal material in FIG. 本発明の水底地盤打込み部材を用いた水域構造物において用いられる耐圧縮支持フレームの一形態を示す側面図である。It is a side view which shows one form of the compression-proof support frame used in the water structure using the water bottom ground driving member of this invention. （ａ）は図２４の一部を拡大示す一部拡大側面図、（ｂ）は（ａ）における斜材上部付近の横断平面図である(A) is a partially enlarged side view showing a part of FIG. 24 in an enlarged manner, and (b) is a cross-sectional plan view of the vicinity of the upper part of the diagonal member in (a). （ａ）は、上部梁材と斜材との接合部付近の平面図、（ｂ）は上部梁材と斜材との接合部付近の縦断背面図である。(A) is a plan view of the vicinity of the joint portion between the upper beam member and the diagonal member, and (b) is a longitudinal rear view of the vicinity of the joint portion between the upper beam member and the oblique member. 従来の水底地盤打込み部材を用いた水域構造物の第１例を示す概略縦断側面図である。It is a general | schematic longitudinal side view which shows the 1st example of the water body structure using the conventional water bottom ground driving member. 従来の水域構造物の第２例を示す概略縦断側面図である。It is a schematic vertical side view which shows the 2nd example of the conventional water body structure. 従来の耐圧縮支持フレームにおける斜材と上部梁材との接合部を示す側面図である。It is a side view which shows the junction part of the diagonal material and upper beam material in the conventional compression-proof support frame. 図２９の正面図である。FIG. 30 is a front view of FIG. 29. 従来の水底地盤打込み部材を用いた水域構造物を示す平面図である。It is a top view which shows the water body structure using the conventional water bottom ground driving member. 上部梁材と水底地盤打ち込み部材との接合部の従来例を示す縦断側面図である。It is a vertical side view which shows the prior art example of the junction part of an upper beam material and a water bottom ground driving member. 上部梁材と水底地盤打ち込み部材との接合部の他の従来例を示す縦断側面図である。It is a vertical side view which shows the other conventional example of the junction part of an upper beam material and a submarine ground driving member. 上部梁材と斜材との接合部である第１連結部の他の形態を示すものであって、（ａ）は上部梁材の一部を切り欠いて示す平面図、（ｂ）は側面図である。The other form of the 1st connection part which is a junction part of an upper beam material and a diagonal material is shown, Comprising: (a) is a top view which notches and shows a part of upper beam material, (b) is a side view FIG. 上部梁材と斜材との接合部である第１連結部のさらに他の形態を示すものであって、（ａ）は上部梁材の一部を切り欠いて示す平面図、（ｂ）は側面図である。FIG. 7 shows still another form of the first connecting portion that is a joint portion between the upper beam member and the diagonal member, wherein (a) is a plan view showing a part of the upper beam member cut away, and (b) It is a side view. 第１〜第３埋設結合部材自体に孔を設けて、孔開きジベル付きの形態とした例を示す説明図である。It is explanatory drawing which shows the example which provided the hole in the 1st-3rd embedded coupling member itself, and was set as the form with a perforation | open_hole diver. 埋設結合部材に孔開き鋼板ジベルを設けた代表形態を示す説明図である。It is explanatory drawing which shows the representative form which provided the perforated steel plate dowel in the embedded coupling member. 埋設結合部材にジベルを設ける他の形態を示す説明図で、（ａ）は側面図、（ｂ）は（ａ）のｇ−ｇ断面図である。It is explanatory drawing which shows the other form which provides a buried coupling member with an embedded coupling | bonding member, (a) is a side view, (b) is gg sectional drawing of (a). 埋設結合部材にジベルを設ける他の形態を示す説明図で、（ａ）は側面図、（ｂ）は（ａ）のｈ−ｈ断面図である。It is explanatory drawing which shows the other form which provides a buried coupling member with a diver, (a) is a side view, (b) is hh sectional drawing of (a). 埋設結合部材にジベルを設ける他の形態を示す説明図で、（ａ）は側面図、（ｂ）は（ａ）のｉ−ｉ断面図である。It is explanatory drawing which shows the other form which provides a buried coupling member with an embedded coupling | bonding member, (a) is a side view, (b) is ii sectional drawing of (a). 埋設結合部材にジベルを設ける他の形態を示す説明図で、（ａ）は側面図、（ｂ）は（ａ）のｊ−ｊ断面図である。It is explanatory drawing which shows the other form which provides a buried joint member with a diver, (a) is a side view, (b) is j sectional drawing of (a). 他の形態の支持フレームを使用した水域構造物を示す縦断側面図である。It is a vertical side view which shows the water body structure which uses the support frame of another form. さらに他の形態の支持フレームを使用した水域構造物を示す縦断側面図である。It is a vertical side view which shows the water body structure which uses the support frame of another form. さらに他の形態の支持フレームを使用した水域構造物を示す縦断側面図である。It is a vertical side view which shows the water body structure which uses the support frame of another form. さらに他の形態の支持フレームを使用した水域構造物を示す縦断側面図である。It is a vertical side view which shows the water body structure which uses the support frame of another form. さらに他の形態の支持フレームを使用した水域構造物を示す縦断側面図である。It is a vertical side view which shows the water body structure which uses the support frame of another form. さらに他の形態の支持フレームを使用した水域構造物を示す縦断側面図である。It is a vertical side view which shows the water body structure which uses the support frame of another form. 本発明の水底地盤打込み部材を用いた水域構造物の他の変形形態を示す概略側面図である。It is a schematic side view which shows the other deformation | transformation form of the water body structure using the underwater ground driving member of this invention. 本発明の水底地盤打込み部材を用いた水域構造物のさらに他の変形形態を示す概略側面図である。It is a schematic side view which shows the further another deformation | transformation form of the water body structure using the water bottom ground driving member of this invention. 本発明の水底地盤打込み部材を用いた水域構造物の他の変形形態を示す概略側面図である。It is a schematic side view which shows the other deformation | transformation form of the water body structure using the underwater ground driving member of this invention. 図５０に示す水底地盤打込み部材を用いた水域構造物における上部梁材付近の横断平面図である。It is a cross-sectional plan view of the upper beam material vicinity in the water body structure using the water bottom ground driving member shown in FIG. 図５０に示す水底地盤打込み部材を用いた水域構造物における斜材上部付近の横断平面図である。FIG. 51 is a cross-sectional plan view of the vicinity of the upper part of the diagonal member in the water structure using the water bottom ground driving member shown in FIG. 50. 本発明の水底地盤打込み部材を用いた水域構造物のさらに他の変形形態を示す概略側面図である。It is a schematic side view which shows the further another deformation | transformation form of the water body structure using the water bottom ground driving member of this invention. 本発明の水底地盤打込み部材を用いた水域構造物の他の変形形態を示す概略側面図である。It is a schematic side view which shows the other deformation | transformation form of the water body structure using the underwater ground driving member of this invention.

次に、本発明を図示の実施形態に基づいて詳細に説明する。     Next, the present invention will be described in detail based on the illustrated embodiment.

図１１〜図１６には、本発明の実施形態において用いられる埋設結合部材６（６ａ〜６ｃ）を有する上部梁材７および耐圧縮・耐引張兼用の支持部材８を備えた耐圧縮・耐引張兼用の支持フレーム５７が示されている。上部梁材７と耐圧縮・耐引張兼用の斜材３の下端側とは、支保装置９により連結されている。   FIGS. 11 to 16 show compression and tension resistance provided with an upper beam member 7 having an embedded coupling member 6 (6a to 6c) used in the embodiment of the present invention and a support member 8 for both compression and tension resistance. A dual-purpose support frame 57 is shown. The upper beam member 7 and the lower end side of the diagonal member 3 for both compression and tension are connected by a support device 9.

斜め下向きに延長する斜材３の上端部が、上部梁材７に連結されて第１連結部Ａを形成している。前記斜材３は、前記水底地盤打込み部材１の上部から水底地盤２に向って配置され、前記上部梁材７は、後記する水底地盤打込み部材１に交差する方向に延長するように配置される。   An upper end portion of the diagonal member 3 extending obliquely downward is connected to the upper beam member 7 to form a first connection portion A. The diagonal member 3 is arranged from the upper part of the submarine ground driving member 1 toward the submarine ground 2, and the upper beam member 7 is arranged so as to extend in a direction intersecting with the submarine ground driving member 1 described later. .

上部梁材７の下方部に位置する平面矩形状の鋼製第１ベースプレート１００と上部梁材７の下部とは、上部梁材７の長手方向に配置された前後方向に間隔をおいた複数枚の連結鋼板１１０と溶接により連結されている。
また、第１ベースプレート１００と内側の連結鋼板１１０に直角に上部梁材７を支承する円弧状上面を有する支承鋼板１０が、左右方向に間隔をおいて対称に前後方向に間隔をおいて複数組、第１ベースプレート１００上に配置され、第１ベースプレート１００と上部
梁材７と内側の連結鋼板１１０に溶接により固定されて、上部梁材７の下面を安定した状態で支承するように連結一体化されている。
また、円弧状上面を有する支承鋼板１０を備えているので、上部梁材７を安定した状態で支承鋼板１０により支承している。 A planar rectangular steel first base plate 100 positioned below the upper beam member 7 and a lower portion of the upper beam member 7 are a plurality of sheets spaced in the front-rear direction arranged in the longitudinal direction of the upper beam member 7. The connected steel plate 110 is connected by welding.
Further, a plurality of support steel plates 10 having an arcuate upper surface for supporting the upper beam member 7 at right angles to the first base plate 100 and the inner connecting steel plate 110 are symmetrically spaced in the left-right direction and spaced apart in the front-rear direction. , Arranged on the first base plate 100, fixed by welding to the first base plate 100, the upper beam member 7 and the inner connecting steel plate 110, and connected and integrated so as to support the lower surface of the upper beam member 7 in a stable state. Has been.
Further, since the support steel plate 10 having the arcuate upper surface is provided, the upper beam member 7 is supported by the support steel plate 10 in a stable state.

前記斜材３の上端部は、平面矩形状で鋼製の第２ベースプレート１０１と溶接により連結され、前記第１ベースプレート１００と第２ベースプレート１０１とは、ボルト等の機械的手段により連結されて第１連結部（Ａ）が形成されている。
前記第１ベースプレート１００と第２ベースプレート１０１の平面形態としては、平面矩形以外にも、多角形、円形、楕円形等であってもよい。
前記の第１ベースプレート１００と第２ベースプレート１０１の左右方向の幅寸法は、斜材３の左右方向の幅寸法よりも大きくされており、平面視で、第２ベースプレート１０１の下側に配置される斜材側縦補強鋼板１３から左右方向に離れた位置において、第２ベースプレート１０１に複数のボルト孔を設けることが可能になり、ボルトを締め込む場合の作業をする場合に、斜材側縦補強鋼板１３が障害とならないようにされている。 The upper end of the diagonal member 3 is rectangular and is connected to the second base plate 101 made of steel by welding, and the first base plate 100 and the second base plate 101 are connected to each other by mechanical means such as bolts. One connecting portion (A) is formed.
The planar form of the first base plate 100 and the second base plate 101 may be a polygon, a circle, an ellipse, or the like other than a planar rectangle.
The width dimension in the left-right direction of the first base plate 100 and the second base plate 101 is larger than the width dimension in the left-right direction of the diagonal member 3 and is disposed below the second base plate 101 in plan view. It is possible to provide a plurality of bolt holes in the second base plate 101 at a position away from the diagonal material side longitudinal reinforcing steel plate 13 in the left-right direction. The steel plate 13 is made not to become an obstacle.

前記の連結鋼板１１０には、その所定箇所に所定形状の左右方向に貫通する開口孔等の開口部を所定個数設けることで、これを被覆するように設けるコンクリート等の経時硬化性材料２５を含む構造物延長方向第２連結材１２（図１参照）との強固な連結一体化を図ることができる。
前記の連結鋼板１１０に設ける開口孔としては、連結鋼板１１０の上下方向および前後方向に間隔をおいて複数の貫通する円形、矩形等の貫通孔を設けると、上部梁材７の下面側と第１ベースプレート１００との間に、コンクリート等の経時硬化性材料２５を充填されるため、空洞部が生じないのでよい。 The connecting steel plate 110 includes a time-curable material 25 such as concrete provided so as to cover a predetermined number of openings such as opening holes penetrating in a left and right direction having a predetermined shape at predetermined positions. It is possible to achieve strong connection integration with the second connecting member 12 in the structure extension direction (see FIG. 1).
As the opening hole provided in the connecting steel plate 110, when a plurality of through holes such as a circle and a rectangle penetrating the connecting steel plate 110 are provided at intervals in the vertical direction and the front-rear direction, the lower surface side of the upper beam member 7 Since the time-curable material 25 such as concrete is filled between the base plate 100 and the base plate 100, no hollow portion may be generated.

前記斜材３の上端部と、平面矩形状で鋼製の第２ベースプレート１０１とに渡って、左右方向に間隔をおいて複数枚（図示の場合は、前後方向の片側で、左右方向の中央および両端に各１枚の計３枚）の斜材側縦補強鋼板１３が鉛直に配置されて、溶接により接合されて補強されている。このように、少ない枚数の斜材側縦補強鋼板１３が鉛直に配置されることで、第２ベースプレート１００と斜材３上部とを確実に一体化することができ、また、第２ベースプレート１００から斜材側縦補強鋼板１３を解して斜材３に荷重を分散して伝達することができ、さらに、コンクリート等の経時硬化性材料２５により、斜材３の上部外側を埋め込む場合に、斜材側縦補強鋼板１３は少ない枚数で、左右方向の両側に位置する斜材側縦補強鋼板１３は、その幅寸法が下端側に向かって狭くなるように傾斜しているので、第２ベースプレート１０１の下側への経時硬化性材料２５の充填性も向上するようにされている。
このように、斜材側縦補強鋼板１３を１枚または複数枚設けることにより、第２ベースプレートの剛性が高まり、また複数枚の斜材側縦補強鋼板を設ける場合には、斜材側縦補強鋼板間のスパンが短くなるから、第２ベースプレートの局部的な曲げ剛性が高まるから、不要に厚い第２ベースプレートを使用する必要がなく、経済的である。 A plurality of sheets (in the illustrated case, one side in the front-rear direction and the center in the left-right direction) across the upper end of the diagonal member 3 and the second base plate 101 made of steel and in a rectangular plane. In addition, diagonal material-side longitudinal reinforcing steel plates 13 (one in each case, three in total) are arranged vertically and joined and reinforced by welding. In this way, the small number of diagonal material side longitudinal reinforcing steel plates 13 are arranged vertically, whereby the second base plate 100 and the upper portion of the diagonal material 3 can be reliably integrated. It is possible to disperse and transmit the load to the diagonal member 3 by disassembling the diagonal member-side longitudinal reinforcing steel plate 13, and when the upper outer side of the diagonal member 3 is embedded with a time-hardening material 25 such as concrete. Since the material-side longitudinal reinforcing steel plates 13 are small in number and the diagonal material-side longitudinal reinforcing steel plates 13 located on both sides in the left-right direction are inclined so that the width dimension thereof becomes narrower toward the lower end side, the second base plate 101. The filling property of the time-curable material 25 to the lower side is also improved.
Thus, by providing one or a plurality of diagonal material-side longitudinal reinforcing steel plates 13, the rigidity of the second base plate is increased, and when a plurality of diagonal material-side longitudinal reinforcing steel plates are provided, the diagonal material-side longitudinal reinforcement steel plate 13 is provided. Since the span between the steel plates is shortened, the local bending rigidity of the second base plate is increased, so that it is not necessary to use an unnecessarily thick second base plate, which is economical.

前記第１ベースプレート１００と第２ベースプレート１０１とには、斜材３の上端部直上であって、前後方向の一端側に、コンクリート等の経時硬化性材料を充填するための充填用ガイド管１４などの充填用補助部材を挿通配置するための開口部Ｋ１，Ｋ２（図１３ｄ参照）が設けられて、また、上部梁材７の下端部におよび上端部に開口部Ｋ３，Ｋ４が設けられ、これらの開口部Ｋ１〜Ｋ４に渡って、上端部に張り出しフランジからなるストッパ１５を有する充填用ガイド管１４が縦向きに配置され、前記充填用ガイド管１４の上端部は、上部梁材７およびこれに固定された筒状囲い１６から突出した状態で、前記ストッパ１５の下面は上部梁材７上の筒状囲い１６の上面部等で適宜支持されている。
なお、前記の充填用ガイド管１４以外にも、上部にホッパー部を有するガイド筒等の充
填用補助部材でもよい。
前記の充填用補助部材は、充填後、撤去してもよく、残置して経時硬化性材料２５に埋め込み固定してもよい。 The first base plate 100 and the second base plate 101 are directly above the upper end portion of the diagonal member 3 and are filled with a time-hardening material such as concrete on one end side in the front-rear direction. Are provided with openings K1 and K2 (see FIG. 13d) for inserting and arranging the auxiliary members for filling, and openings K3 and K4 are provided at the lower end and upper end of the upper beam member 7. A filling guide tube 14 having a stopper 15 made of an overhanging flange at the upper end is disposed vertically across the openings K1 to K4, and the upper end of the filling guide tube 14 includes the upper beam member 7 and this. The lower surface of the stopper 15 is appropriately supported by the upper surface portion of the cylindrical enclosure 16 on the upper beam member 7 in a state of protruding from the cylindrical enclosure 16 fixed to the upper beam member.
In addition to the above-described filling guide tube 14, a filling auxiliary member such as a guide tube having a hopper portion at the top may be used.
The filling auxiliary member may be removed after filling, or may be left and embedded and fixed in the time-curable material 25.

前記充填用ガイド管１４のストッパ１５の下部は、現場等においてコンクリート等の経時硬化性材料２５を充填したときに、オーバーフローした経時硬化性材料２５を一時的にためるための、筒状囲い１６に支持されている。筒状囲い１６は上部梁材７の開口部Ｋ４の周囲に溶接等により固定されている。   The lower portion of the stopper 15 of the filling guide tube 14 is a cylindrical enclosure 16 for temporarily storing the time-curable material 25 that has overflowed when the time-curable material 25 such as concrete is filled in the field. It is supported. The cylindrical enclosure 16 is fixed around the opening K4 of the upper beam member 7 by welding or the like.

充填用ガイド管１４の下端部は、斜材３の上部内に位置するように配置されている。なお、前記の充填用ガイド管１４は、施工現場において、斜材３内にコンクリート等の経時硬化性材料２５を充填するために、一時的に設置するものであり、斜材３内に経時硬化性材料２５を充填したのち撤去され、撤去された部分の上部梁材７の上端部の開口部は、経時硬化性材料２５を充填孔として用いられ、第１連結部Ａ付近の上部梁材７内に、仕切り型枠１８で仕切られた部分にコンクリート等の経時硬化性材料２５が充填される。   The lower end portion of the filling guide tube 14 is disposed so as to be located in the upper portion of the diagonal member 3. The filling guide tube 14 is temporarily installed in the construction site in order to fill the diagonal material 3 with the time-curable material 25 such as concrete, and the diagonal material 3 is cured with time. The upper beam member 7 is removed after being filled with the conductive material 25, and the opening at the upper end of the removed upper beam member 7 is used as a filling hole for the upper beam member 7 in the vicinity of the first connecting portion A. Inside, the time-hardening material 25 such as concrete is filled in the portion partitioned by the partition mold 18.

上部梁材７内には、第１連結部Ａ寄りに、仕切り型枠１８が固定され、また、支保装置９寄りに仕切り型枠１８が固定され、さらに、上部梁材７の両端部には、蓋材を兼ねた鋼製の仕切り型枠１８が溶接により固定されている（図１２参照）。
上部梁材７内に設ける前記の仕切り型枠１８は、構造物延長方向第１連結材１１あるいは構造物延長方向第２連結材１２（図１参照）を設ける幅、あるいは構造物延長方向第１連結材１１間の間隔により、適宜設定される。
図１２（図１０）に示す形態では、構造物延長方向第１連結材１１間の間隔が短い場合なので、２つの構造物延長方向第１連結材１１に亘って、連続してコンクリート等の経時硬化性材料２５が充填され、上部梁材７の長手方向の中間部に１つ前記仕切り型枠１８が設けられ、また、構造物延長方向第２連結材１２側よりに、他の１つの仕切り型枠１８が設けられている。
図１０において、構造物延長方向第１連結材１１間の距離が長い場合には、構造物延長方向第１連結材１１間に、間隔をおいて２つの仕切り型枠１８を設けることにより、各構造物延長方向第１連結材１１に対応し、上部梁材７の直径寸法程度、構造物延長方向第１連結材１１から離れた位置に、仕切り型枠１８を設けるようにし、上部梁材７の端部から軸方向に順に、上部梁材７の端部の蓋材としての仕切り型枠とこれに隣接する仕切り型枠１８との間に、あるいは、次の仕切り型枠１８とその次の仕切り型枠１８間に、それぞれコンクリート等の経時硬化性材料２５を充填するようにされ、各構造物延長方向第１連結材１１から上部梁材７の直径寸法程度、離れた位置まで充填される。 In the upper beam member 7, a partition form 18 is fixed near the first connecting portion A, and a partition form 18 is fixed near the support device 9. A steel partition mold 18 that also serves as a lid is fixed by welding (see FIG. 12).
The partition form 18 provided in the upper beam member 7 has a width in which the structure extension direction first connection member 11 or the structure extension direction second connection member 12 (see FIG. 1) is provided, or the structure extension direction first. It is set as appropriate depending on the interval between the connecting members 11.
In the form shown in FIG. 12 (FIG. 10), since the interval between the first extension members 11 in the structure extension direction is short, the aging of concrete or the like continues over the two first extension members 11 in the structure extension direction. The curable material 25 is filled, and one partition mold 18 is provided in the longitudinal intermediate portion of the upper beam member 7, and another partition is formed on the second connecting member 12 side in the structure extension direction. A mold 18 is provided.
In FIG. 10, when the distance between the first extension members 11 in the structure extension direction is long, two partition molds 18 are provided between the first extension members 11 in the extension direction of the structure. A partition form 18 is provided at a position corresponding to the first connecting member 11 in the structure extension direction 11, about the diameter dimension of the upper beam member 7, and away from the first connecting member 11 in the structure extension direction. In order from the end of the upper part to the end of the upper beam member 7, between the partition formwork as a cover member of the end part of the upper beam member 7 and the partition formwork 18 adjacent thereto, or the next partition formwork 18 and the next The partition mold 18 is filled with a time-curable material 25 such as concrete, and is filled from the first connecting material 11 in the extension direction of each structure to a position about the diameter of the upper beam material 7. .

上部梁材７内における前記の仕切り型枠１８と端部の仕切り型枠１８との間に、コンクリート等の経時硬化性材料２５を充填するために、グラウト孔１９とエアー抜き孔２０が適宜設けられている。
なお、斜材３内の上部の内側には、底型枠としての仕切り型枠１８が設置されている。 A grout hole 19 and an air vent hole 20 are appropriately provided between the partition formwork 18 and the end part formwork 18 in the upper beam member 7 in order to fill a time-hardening material 25 such as concrete. It has been.
A partition form 18 as a bottom form is installed inside the upper part of the diagonal member 3.

前記の上部梁材７内の経時硬化性材料２５を充填する部分は、上部梁材７を被覆するように設ける、左右方向連結材である構造物延長方向第１連結材１１あるいは構造物延長方向第２連結材１２から突出する部分では、構造物延長方向第１連結材１１あるいは構造物延長方向第２連結材１２の前後方向の端面に近い位置で中空部とならないように経時硬化性材料２５を充填して、急激な変断面とならないようにしている。
構造物延長方向第１連結材１１あるいは構造物延長方向第２連結材１２に埋設される上部梁材７あるいは斜材３の箇所は、埋設される部位と埋設されない部位の境界部が剛性変化の影響により応力集中が発生するため、前記のように、構造物延長方向第１連結材１１あるいは構造物延長方向第２連結材１２から上部梁材７の外径程度あるいは斜材３の外径
程度離れた位置まで、これらの中空部材の内部にコンクリート等の経時硬化性材料２５を充填することで、境界部の剛性変化を緩和し、応力集中の発生を防止または低減し、また、上部梁材７あるいは斜材３の変形を硬化したコンクリート等の経時硬化性材料２５により変形を拘束していると共に鋼・コンクリート（経時硬化性材料）の一体構造として剛性を高めている。 The portion of the upper beam member 7 that is filled with the time-curable material 25 is provided so as to cover the upper beam member 7. The portion that protrudes from the second connecting member 12 is a time-curable material 25 so that it does not become a hollow portion at a position close to the end surface in the front-rear direction of the structure extending direction first connecting member 11 or the structure extending direction second connecting member 12. To prevent a sudden change in cross section.
The upper beam member 7 or the diagonal member 3 embedded in the structure extension direction first connection member 11 or the structure extension direction second connection member 12 has a rigidity change at the boundary between the embedded portion and the non-embedded portion. Since stress concentration occurs due to the influence, as described above, the outer diameter of the upper beam member 7 or the outer diameter of the diagonal member 3 from the first connecting member 11 in the structure extension direction or the second connecting member 12 in the structure extension direction. By filling the inside of these hollow members with a time-hardening material 25 such as concrete up to a distant position, the rigidity change of the boundary portion is alleviated, and the occurrence of stress concentration is prevented or reduced. 7 or the deformation of the diagonal member 3 is restrained by a time-hardening material 25 such as hardened concrete, and the rigidity is enhanced as an integral structure of steel and concrete (time-hardening material).

図１５に示すように、前記第１ベースプレート１００の左右方向（上部梁材７の長手方向に直角な方向）の幅寸法は、前記第２ベースプレート１０１の左右方向の幅寸法よりも小さくされ、前記第１ベースプレート１００の左右方向の両端部および第２ベースプレート１０１の左右方向の両端部には、前後方向に間隔をおいて複数のボルト挿通孔が設けられ、これらのボルト挿通孔に挿通されたボルト２１およびこれにねじ込まれるナットにより、この形態では、前記第１ベースプレート１００と第２ベースプレート１０１が一体に連結されることで、斜材３と上部梁材７との第１連結部Ａを形成している。
前記第１ベースプレート１００の左右方向の両端部および第２ベースプレート１０１の左右方向の両端部に設けられる前後方向の複数のボルト挿通孔は、前後方向に１列（図示の場合）または２列あるいは千鳥状に規則的に設けられる。図示の場合は、前後方向に一定の間隔をおいて、多数設けられているから、水底地盤打込み部材１と前方杭５の打込み位置がずれて、これらの間の前後方向の距離に短くなったり、長くなった場合に、第２ベースプレート１０１に対して第１ベースプレート１００は、前後方向に位置を規則的に設けられているボルト挿通孔の孔ピッチの整数倍、位置をずらして、ボルト接合することになる。したがって、すべてのボルト挿通孔に渡ってボルトが設けられない場合もある。
また、前記の場合に、２列または千鳥状にボルト挿通孔が設けられている場合には、前後方向のみならず、左右方向に、前記第１ベースプレート１００と第２ベースプレート１０１の位置調整を図って、ボルト接合することができる。 As shown in FIG. 15, the width dimension of the first base plate 100 in the left-right direction (the direction perpendicular to the longitudinal direction of the upper beam member 7) is made smaller than the width dimension of the second base plate 101 in the left-right direction, A plurality of bolt insertion holes are provided at both ends in the left-right direction of the first base plate 100 and both ends in the left-right direction of the second base plate 101 at intervals in the front-rear direction, and the bolts inserted through these bolt insertion holes In this embodiment, the first base plate 100 and the second base plate 101 are integrally connected to each other by the nut 21 and the nut screwed into the first base plate 100, thereby forming the first connection portion A between the diagonal member 3 and the upper beam member 7. ing.
A plurality of bolt insertion holes in the front-rear direction provided at both ends in the left-right direction of the first base plate 100 and both ends in the left-right direction of the second base plate 101 are arranged in one row (in the case of illustration) or two rows or zigzag in the front-rear direction. It is provided regularly in a shape. In the case shown in the figure, since a large number are provided at a certain interval in the front-rear direction, the driving positions of the bottom bottom ground driving member 1 and the front pile 5 are shifted, and the distance in the front-rear direction between them is shortened. When the length is longer, the first base plate 100 is bolted to the second base plate 101 by shifting the position by an integral multiple of the hole pitch of the bolt insertion holes regularly arranged in the front-rear direction. It will be. Therefore, the bolt may not be provided across all the bolt insertion holes.
In the above case, when the bolt insertion holes are provided in two rows or staggered, the positions of the first base plate 100 and the second base plate 101 are adjusted not only in the front-rear direction but also in the left-right direction. And can be bolted together.

前記の場合に、図３４（ａ）（ｂ）に示すように、前記第１ベースプレート１００の左右方向の幅寸法は、前記第２ベースプレート１０１の左右方向の幅寸法よりも小さくされていることにより、第２ベースプレート１０１に第１ベースプレート１００を載置して、第１ベースプレート１００の左右方向の両側端部を第２ベースプレート１０１に前後方向に連続する、または断続する溶接Ｗにより固定するようにしてもよい。
前記のようにボルト２１による連結と溶接Ｗによる連結とを併用すると、確実に連結一体化することができる。また、ボルト接合できなかった分、溶接Ｗにより補足することもできる。
なお、前記の溶接は、連続または断続した隅肉溶接でもよい。 In the above case, as shown in FIGS. 34A and 34B, the width dimension of the first base plate 100 in the left-right direction is smaller than the width dimension of the second base plate 101 in the left-right direction. The first base plate 100 is placed on the second base plate 101 and both left and right end portions of the first base plate 100 are fixed to the second base plate 101 by welding W that is continuous or intermittent in the front-rear direction. Also good.
As described above, when the connection by the bolt 21 and the connection by the welding W are used in combination, the connection can be surely integrated. Further, it is possible to supplement by welding W since the bolt could not be joined.
The welding may be continuous or intermittent fillet welding.

なお、図３５（ａ）（ｂ）に示すように、前記第１ベースプレート１００の左右方向の両端部および第２ベースプレート１０１の左右方向の両端部に、前後方向に間隔をおいてボルト挿通孔を設けない場合には、第１ベースプレート１００の左右方向の両側端部を、第２ベースプレート１０１に前後方向に連続する溶接Ｗ、または断続する溶接Ｗにより固定してもよい。
前記の溶接Ｗとしては、隅肉溶接あるいはプラグ溶接等、その他適宜の溶接でもよい。
なお、図示を省略するが、第１ベースプレート１００または第２ベースプレート１０１のいずれか一方に複数の貫通孔を設けて、プラグ溶接(栓溶接)するようにしてもよい。
例えば、第１ベースプレート１００のプラグ溶接用の孔を設け、第２ベースプレート１０１側にプラグ溶接用の孔を設けない形態でよい。
前記のように、水底地盤打込み部材１と前方杭５の打込み位置がずれた場合に、第１ベースプレート１００と第２ベースプレート１０１を溶接により固定する形態では、第１ベースプレート１００と第２ベースプレート１０１の前後方向または左右方向の位置調整を図って接合することができる。ボルト接合の場合には、ボルト孔のピッチ間隔に左右されるが、溶接による接合の場合には、位置の微調整も可能である。
なお、前記のように第１ベースプレート１００と第２ベースプレート１０１とを溶接により固定する場合には、第１ベースプレート１００と第２ベースプレート１０１とを位置調整した状態で重合し、クランプ等の把持金具により仮固定した状態で、、第１ベースプレート１００と第２ベースプレート１０１とを溶接により固定し、その後、クランプ等の把持金具を撤去してもよく、残置してもよい。 35 (a) and 35 (b), bolt insertion holes are provided at both ends in the left-right direction of the first base plate 100 and both ends in the left-right direction of the second base plate 101 at intervals in the front-rear direction. When not provided, both side ends in the left-right direction of the first base plate 100 may be fixed to the second base plate 101 by welding W continuous in the front-rear direction or intermittent welding W.
The welding W may be other appropriate welding such as fillet welding or plug welding.
Although not shown, a plurality of through holes may be provided in either the first base plate 100 or the second base plate 101, and plug welding (plug welding) may be performed.
For example, it is possible to provide a form in which a hole for plug welding of the first base plate 100 is provided and a hole for plug welding is not provided on the second base plate 101 side.
As described above, when the driving positions of the submarine ground driving member 1 and the front pile 5 are shifted, the first base plate 100 and the second base plate 101 are fixed by welding in the first base plate 100 and the second base plate 101. It is possible to join by adjusting the position in the front-rear direction or the left-right direction. In the case of bolt joining, it depends on the pitch interval of the bolt holes, but in the case of joining by welding, the position can be finely adjusted.
When the first base plate 100 and the second base plate 101 are fixed by welding as described above, the first base plate 100 and the second base plate 101 are superposed with their positions adjusted, and are clamped by a gripping fitting such as a clamp. In the temporarily fixed state, the first base plate 100 and the second base plate 101 are fixed by welding, and thereafter, a gripping metal fitting such as a clamp may be removed or left.

前記斜材３の下端部に杭挿通用下部筒体４が連結されて支持部材８が構成されている（図１１参照）。
この形態では、前記斜材３および上部梁材７が一体に連結され、斜材３および上部梁材７は中空鋼管を用いていることから、斜材３および上部梁材７は、地震時等において、部材軸方向の圧縮力および引張力を伝達可能にされている。
中空鋼管を用いる場合、または、角形鋼管を用いる場合には、部材軸方向に直角な断面で外周面側の隅角部が、円弧状のものを用いることで、防錆塗料の塗布量を均一に図れ、鋭角な角部による防錆塗料の剥離を防止するようにしている。
斜材３および上部梁材７は、干満帯および海水等の水の飛沫を受ける部分は、重防食等の防食被覆が施されることで、防錆が図られる（図１２参照）。なお、支保装置９は、杭挿通用筒状体４が前方杭５に固定された時点、あるいは水域構造物２８を構築した時点において撤去される。
なお、前記の斜材３としては、中空円形鋼管が望ましい。 A support member 8 is formed by connecting the lower cylinder 4 for pile insertion to the lower end of the diagonal member 3 (see FIG. 11).
In this embodiment, the diagonal member 3 and the upper beam member 7 are integrally connected, and the diagonal member 3 and the upper beam member 7 use hollow steel pipes. In FIG. 5, the compressive force and the tensile force in the member axial direction can be transmitted.
When using a hollow steel pipe or a square steel pipe, use a circular cross section perpendicular to the axial direction of the member, and the outer peripheral surface of the corner has an arc shape. Therefore, the anticorrosive paint is prevented from being peeled off by sharp corners.
As for the diagonal material 3 and the upper beam material 7, the part which receives the splash of water, such as a tidal zone and seawater, is given anticorrosion coating, such as heavy anticorrosion, and rust prevention is achieved (refer FIG. 12). The supporting device 9 is removed when the pile insertion tubular body 4 is fixed to the front pile 5 or when the water structure 28 is constructed.
The diagonal member 3 is preferably a hollow circular steel pipe.

この形態においては、中空鋼管等の中空鋼製部材、好ましくは、中空円形鋼管（または中空角形鋼管）からなる前記の上部梁材７の前端下部と、中間下部と、後端側下部（基端側下部）に、前記上部梁材７の外径寸法よりも小径で下端が開口している短尺鋼管がそれぞれ縦向きに配置されて、それらの上端部（基端部）が溶接により上部梁材７の下部に固定され、上部梁材７の前端下部に固定された短尺鋼管により第１埋設結合部材６（６ａ）が構成され、上部梁材７における前端部よりの中間下部に固定された短尺鋼管により第２埋設結合部材６（６ｂ）が構成され、上部梁材７における後端側（基端側）の下部に固定された短尺鋼管により第３埋設結合部材６（６ｃ）が構成されている。   In this embodiment, a hollow steel member such as a hollow steel pipe, preferably a front end lower part, an intermediate lower part, and a rear end side lower part (base end) of the upper beam member 7 made of a hollow circular steel pipe (or a hollow square steel pipe). Short steel pipes having a diameter smaller than the outer diameter of the upper beam member 7 and having an open lower end are arranged in the vertical direction, and the upper end portion (base end portion) of the upper beam member is welded to the upper beam member. The first embedded coupling member 6 (6a) is constituted by a short steel pipe fixed to the lower part of the upper beam member 7 and fixed to the lower part of the front end of the upper beam member 7, and is fixed to the intermediate lower part from the front end part of the upper beam member 7 The second embedded coupling member 6 (6b) is configured by the steel pipe, and the third embedded coupling member 6 (6c) is configured by the short steel pipe fixed to the lower portion of the rear end side (base end side) of the upper beam member 7. Yes.

前記の第１〜第３埋設結合部材６（６ａ〜６ｃ）の基端側（上端部）には、図１２および図１３に示すように、エアー抜き用横孔２２が設けられている。
前記のエアー抜き用横孔２２は、前記の各第１〜第３埋設結合部材６（６ａ〜６ｃ）の内側上端部まで経時硬化性材料２５の充填を確実に図るために設けられている。すなわち、前記第１埋設結合部材６（６ａ）が、沖側よりに位置する第２前方杭５Ａ（図１，２，１０参照）の頭部に挿入され、前記第２埋設結合部材６（６ｂ）が、前記第２前方杭５Ａよりも陸側よりに位置する第１前方杭５の頭部に挿入され、前記各第３埋設結合部材６（６ｃ）が、前記第１前方杭５よりも陸側よりに位置する水底地盤打込み部材１の頭部に挿入されて、各第１〜第３埋設結合部材６（６ａ〜６ｃ）を埋め込むように各頭部内にコンクリート等の経時硬化性材料２５を充填した場合に、各第１〜第３埋設結合部材６（６ａ〜６ｃ）内の上端付近からエアー抜きを図ることで、前記の各第１〜第３埋設結合部材６（６ａ〜６ｃ）の内側上端部まで経時硬化性材料２５の充填を確実に図ることが可能にされている。 As shown in FIGS. 12 and 13, an air vent lateral hole 22 is provided on the base end side (upper end portion) of the first to third embedded coupling members 6 (6 a to 6 c).
The air vent lateral hole 22 is provided to reliably fill the time-curable material 25 to the inner upper end of each of the first to third embedded coupling members 6 (6a to 6c). That is, the first embedded coupling member 6 (6a) is inserted into the head of the second front pile 5A (see FIGS. 1, 2 and 10) located from the offshore side, and the second embedded coupling member 6 (6b) is inserted. ) Is inserted into the head of the first front pile 5 located on the land side of the second front pile 5A, and each of the third embedded coupling members 6 (6c) is more than the first front pile 5 Time-hardening material such as concrete is inserted into each head so as to be inserted into the head of the submerged ground driving member 1 located from the land side and to embed each of the first to third embedded coupling members 6 (6a to 6c). 25 is filled, the first to third embedded coupling members 6 (6a to 6c) described above are evacuated from the vicinity of the upper ends in the first to third embedded coupling members 6 (6a to 6c). ) Can be reliably filled with the time-curable material 25 up to the inner upper end.

前記の第１〜第２埋設結合部材６（６ａ〜６ｂ）の外径寸法は、これらを挿入する前方杭５，５ａの内径寸法よりも十分小さくされ、また、前記の第３埋設結合部材６（６ｃ）の外径寸法は、これらを挿入する水底地盤打込み部材１の内径寸法よりも十分小さくされ（例えば、半径寸法で、モルタルあるいはコンクリート等の経時硬化性材料２５に混合される骨材寸法の２倍以上の寸法差を生じるようにされ）、コンクリート等の経時硬化性材料２５が、第１〜第３埋設結合部材６（６ａ〜６ｃ）の外側に十分回り込むようにされている。   The outer diameter dimension of the first to second embedded coupling members 6 (6a to 6b) is sufficiently smaller than the inner diameter dimension of the front piles 5 and 5a into which these are inserted, and the third embedded coupling member 6 is also configured. The outer diameter dimension of (6c) is sufficiently smaller than the inner diameter dimension of the submerged ground driving member 1 into which these are inserted (for example, the aggregate dimension mixed with the time-hardening material 25 such as mortar or concrete with a radial dimension). The time-curable material 25 such as concrete is sufficiently wound around the outside of the first to third embedded coupling members 6 (6a to 6c).

なお、前記の第１〜第３埋設結合部材６（６ａ〜６ｃ）の所定箇所に所定形状の開口孔を所定個数設けるようにしてもよく、例えば、図３６に示すように、第１〜第３埋設結合部材６（６ａ〜６ｃ）の下部等に、多数の貫通孔３４等の開口部を設けることで、孔開きジベル付きの第１〜第３埋設結合部材６（６ａ〜６ｃ）とすることで、強固に一体化することができる。詳細は後記する。   Note that a predetermined number of opening holes having a predetermined shape may be provided at predetermined positions of the first to third embedded coupling members 6 (6a to 6c). For example, as shown in FIG. By providing openings such as a large number of through holes 34 in the lower part of the three embedded coupling members 6 (6a to 6c), etc., the first to third embedded coupling members 6 (6a to 6c) with perforated bevels are obtained. Thus, it can be firmly integrated. Details will be described later.

また、図３７に第１〜第３埋設結合部材６（６ａ〜６ｃ）の代表形態として第２埋設結合部材６（６ｂ）を示すように、鋼管からなる第１〜第３埋設結合部材６（６ａ〜６ｃ）の所定箇所に孔明き鋼板３５を溶接により固定することで、孔明き鋼板ジベル３６を備えた第１〜第３埋設結合部材６（６ａ〜６ｃ）とすることができる。   Moreover, as shown in FIG. 37 as the representative form of the first to third embedded coupling members 6 (6a to 6c), the second embedded coupling member 6 (6b), the first to third embedded coupling members 6 ( The first to third embedded coupling members 6 (6a to 6c) including the perforated steel plate gibber 36 can be obtained by fixing the perforated steel plate 35 to the predetermined positions 6a to 6c) by welding.

例えば、図示のように、鋼管からなる第１〜第３埋設結合部材６（６ａ〜６ｃ）の外周面に孔明き鋼板を複数個所設けてもよく、後記するように、第１〜第３埋設結合部材６（６ａ〜６ｃ）の内周面あるいは内外周面、あるいは鋼管からなる第１〜第３埋設結合部材６（６ａ〜６ｃ）の管壁を内外周面側に貫通するように孔明き鋼板を設けることで、ジベル付きの第１〜第３埋設結合部材６（６ａ〜６ｃ）として、強固に連結するようにしてもよい。   For example, as shown in the drawing, a plurality of perforated steel plates may be provided on the outer peripheral surface of the first to third embedded coupling members 6 (6a to 6c) made of a steel pipe, and as will be described later, the first to third embedded A hole is formed so as to penetrate the inner peripheral surface or inner / outer peripheral surface of the coupling member 6 (6a to 6c) or the tube wall of the first to third embedded coupling members 6 (6a to 6c) made of steel pipe to the inner and outer peripheral surface side. By providing a steel plate, the first to third embedded coupling members 6 (6a to 6c) with a dowel may be firmly connected.

なお、第１〜第３埋設結合部材６（６ａ〜６ｃ）の外周側に突出するように、孔明き鋼板を設ける場合には、孔明き鋼板ジベル３６を、前方杭あるいは水底地盤打込み部材等の鋼管内周面と第１〜第３埋設結合部材６（６ａ〜６ｃ）の外周面との間の距離を所要の間隔するためのスペーサーや間隔保持材として兼用することができる。   In addition, when providing a perforated steel plate so that it may protrude to the outer peripheral side of the 1st-3rd embedment coupling member 6 (6a-6c), a perforated steel plate dowel 36, such as a front pile or a submarine ground driving member, etc. It can also be used as a spacer or a spacing member for spacing the required distance between the inner peripheral surface of the steel pipe and the outer peripheral surface of the first to third embedded coupling members 6 (6a to 6c).

前記の耐圧縮・耐引張兼用の支持部材８は、鋼管からなる耐圧縮・耐引張兼用の斜材３の下端部に垂直な鋼製円筒体からなる杭挿通用下部筒体４が溶接により固着され、前記下部筒体４内の下端部にゴム製シールリング１６Ａが接着剤またはボルト等の機械的手段により固定され、かつ前記下部筒体４の内周面には、ずれ止め用の突起として、鋼棒等が溶接により固着されてジベル１７を備えていると共に、前記下部筒体４内の上端部に、ゴム製等のスペーサー２３が等角度間隔をおいて設けられ、また、前進および後退移動可能なボルトを備えた振動防止治具２４が等角度間隔をおいて設けられている。
前記の振動防止治具２４は、杭挿通用下部筒体４の外周面に固定されたナットに対してボルトを前進して前方杭５（５ｂ）に当接することで、杭挿通用下部筒体４を前方杭５（５ｂ）に対して固定し、これにより、波浪等による杭挿通用下部筒体４の横方向等の振動を防止することができる。
なお、詳細な図示を省略するが、振動防止治具２４におけるナットは、杭挿通用下部筒体４に孔を設けて、前記ナットを孔とほぼ同心状に配置されて溶接により固定される。 The support member 8 for both compression and tensile resistance is fixed to the lower cylinder 4 for pile insertion, which is made of a steel cylinder perpendicular to the lower end of the compression and tension resistant diagonal member 3 made of steel pipe, by welding. A rubber seal ring 16A is fixed to the lower end portion of the lower cylindrical body 4 by a mechanical means such as an adhesive or a bolt, and the inner peripheral surface of the lower cylindrical body 4 has a protrusion for preventing slippage. In addition, a steel bar or the like is fixed by welding and is provided with a gibber 17, and a spacer 23 made of rubber or the like is provided at an upper end portion in the lower cylindrical body 4 at equal angular intervals, and forward and backward Vibration prevention jigs 24 having movable bolts are provided at equiangular intervals.
The vibration preventing jig 24 advances the bolt with respect to the nut fixed to the outer peripheral surface of the pile insertion lower cylinder 4 and comes into contact with the front pile 5 (5b). 4 is fixed with respect to the front pile 5 (5b), and thereby it is possible to prevent vibrations in the horizontal direction and the like of the pile insertion lower tubular body 4 due to waves and the like.
In addition, although detailed illustration is abbreviate | omitted, the nut in the vibration prevention jig | tool 24 provides a hole in the lower cylinder 4 for pile penetration, arrange | positions the said nut substantially concentrically with a hole, and is fixed by welding.

前記の支保装置９は、上部梁材７に取り付けられ、ボルト・ナットにより締め付け可能な分割型のバンド金具２６と、そのバンド金具２６に一端側をボルト・ナット等により連結される支保部材２７とにより構成され、前記支保部材２７の他端側は、耐圧縮・耐引張兼用の斜材３の下部上面側に固定のブラケットに固定の支軸等に着脱可能に連結される。   The supporting device 9 is attached to the upper beam member 7 and is divided into a band metal fitting 26 that can be tightened by bolts and nuts, and a supporting member 27 that is connected to the band metal fitting 26 at one end by bolts, nuts, and the like. The other end side of the supporting member 27 is detachably connected to a fixed shaft or the like on a bracket fixed to the lower upper surface side of the diagonal member 3 for both compression and tension resistance.

なお、前記の支持フレーム５７は、現場付近のヤードにおいて、適宜、地組みされてもよい。   Note that the support frame 57 may be appropriately assembled in a yard near the site.

次に、図１〜図１０を参照して、前記耐圧縮・耐引張兼用の支持フレーム５７およびジベル付き前方杭５を使用した本発明の実施形態に係る水底地盤打込み部材を用いた水域構造物２８を説明する。   Next, referring to FIG. 1 to FIG. 10, the water area structure using the submerged ground driving member according to the embodiment of the present invention using the compression / tension resistant support frame 57 and the front pile 5 with a gibber. 28 will be described.

まず海中の水底地盤２に、多数の鋼管矢板からなる水底地盤打込み部材１が、構造物築造方向である横方向（左右方向）に間隔をおいて水底地盤２に打設されて、多数の水底地盤打込み部材１からなる壁体２９が形成されている。   First, a submarine ground driving member 1 made of a large number of steel pipe sheet piles is placed on the submarine ground 2 at intervals in the horizontal direction (left-right direction), which is a structure building direction. A wall body 29 made of the ground driving member 1 is formed.

図示の形態では、沖側（または陸側）に離れた位置において、横方向に間隔をおいて第１の前方杭５（５ａ）が、水底地盤打込み部材１の２本置きに、多数水底地盤２に打設され、また、前記第１の前方杭５から沖側に離れた位置に、前記前方杭５（５ａ）と同じ間隔で、横方向に間隔をおいて、多数の第２の前方杭５（５ｂ）が打設されている。   In the form shown in the figure, the first front piles 5 (5a) are spaced apart from each other on the offshore side (or on the land side) at intervals in the horizontal direction. 2 at the same distance as the front pile 5 (5a) at a distance from the first front pile 5 to the offshore side, and spaced apart in the transverse direction. Pile 5 (5b) is driven.

前記のように、水底地盤打込み部材１と、前方杭５（５ａ）および第２の前方杭５（５ｂ）を打設した状態で、
各前方杭５におけるジベル用鋼棒１７（図１７参照）を固着した部分の外側に、耐圧縮・耐引張兼用の支持フレーム５７における下部筒体４が挿入されて嵌込まれる。
また、上部梁材７が、第２の前方杭５（５ｂ）と、前方杭５（５ａ）と、水底地盤打込み部材１の上部に渡って載置されることで、上部梁材７下部の第１〜第３埋設結合部材６（６ａ〜６ｃ）が、それぞれ、第２の前方杭５（５ｂ）と、前方杭５（５ａ）と、水底地盤打込み部材１の頭部内に挿入される。 As mentioned above, in the state where the submarine ground driving member 1, the front pile 5 (5a) and the second front pile 5 (5b) are driven,
The lower cylinder 4 in the compression / tension resistant support frame 57 is inserted and fitted to the outside of the portion of each front pile 5 to which the steel rod 17 for gibber (see FIG. 17) is fixed.
In addition, the upper beam member 7 is placed over the second front pile 5 (5b), the front pile 5 (5a), and the upper portion of the submarine ground driving member 1, so that the lower portion of the upper beam member 7 is The first to third embedded coupling members 6 (6a to 6c) are inserted into the heads of the second front pile 5 (5b), the front pile 5 (5a), and the submarine ground driving member 1, respectively. .

また、前記の充填用ガイド管１４からコンクリート等の経時硬化性材料２５を充填することで、斜材３上端部内に充填され、また、前記充填用ガイド管１４を取り外した後、上部梁材７のグラウト孔１９より、上部梁材７内の仕切り空間内に充填される。   Further, by filling the aging material 25 such as concrete from the filling guide tube 14 into the diagonal member 3, the upper beam member 7 is filled after the filling guide tube 14 is removed. From the grout hole 19, the partition space in the upper beam member 7 is filled.

なお、前方杭５（５ａ）および第２の前方杭５（５ｂ）上端面の外径寸法よりも
上部横梁７の外径寸法が小さいことから、上部横梁７の左右両側における前方杭５（５ａ，５ｂ）の上端開口部から各前方杭５の頭部内には、現場において予め、または上部横梁７の架設後、コンクリート等の経時硬化性材料２５を充填することで、第１〜第３埋設結合部材６（６ａ〜６ｃ）が、それぞれ、第２の前方杭５（５ｂ）と、前方杭５（５ａ）と、水底地盤打込み部材１に挿入された状態で、経時硬化性材料２５に埋め込まれ、上部梁材７と、第２の前方杭５（５ｂ）と、前方杭５（５ａ）と、水底地盤打込み部材１との一体化が図られている。 In addition, since the outer diameter dimension of the upper cross beam 7 is smaller than the outer diameter dimension of the front pile 5 (5a) and the second front pile 5 (5b), the front piles 5 (5a) on both the left and right sides of the upper cross beam 7 , 5b) into the heads of the respective front piles 5 from the upper end opening, or after the upper cross beam 7 has been installed in the head, a time-curable material 25 such as concrete is filled in the first to third. The embedded coupling member 6 (6a to 6c) is inserted into the second front pile 5 (5b), the front pile 5 (5a), and the submarine ground driving member 1 in the time-curable material 25, respectively. It is embedded, and the integration of the upper beam member 7, the second front pile 5 (5b), the front pile 5 (5a), and the water bottom ground driving member 1 is achieved.

前記のように、前記の水底地盤打込み部材１と第１の前方杭５（５ａ）および第２の前方杭５（５ｂ）に亘って、前記支持フレーム５７における上部梁材７が載置され、前記上部梁材７下部の第１埋設結合部材６（６ａ）が第２の前方杭５（５ｂ）頭部内に、第２埋設結合部材６（６ｂ）が第１の前方杭５（５ａ）の頭部内に、第３埋設結合部材６（６ｃ）が水底地盤打込み部材１の頭部内に、それぞれ配置されて、水底地盤打込み部材１と第１の前方杭５（５ａ）および第２の前方杭５（５ｂ）の頭部内に充填されたコンクリート等の経時硬化性材料２５に埋め込み固定されている。
前記のように、上部梁材７の埋設結合部材６（６ａ〜６ｃ）が水底地盤打込み部材１の上部または前方杭５の上部に、前記埋設結合部材６を埋め込むようにコンクリートなどの経時硬化性材料２５が充填されて、埋め込み固定等の適宜手段にて連結されて連結部Ｂ（第２連結部Ｂ２、第３連結部Ｂ３）を形成している（図１０、図３６参照）。 As described above, the upper beam member 7 in the support frame 57 is placed across the submarine ground driving member 1 and the first front pile 5 (5a) and the second front pile 5 (5b). The first embedded connecting member 6 (6a) below the upper beam member 7 is in the head of the second front pile 5 (5b), and the second embedded connecting member 6 (6b) is the first front pile 5 (5a). The third embedded coupling member 6 (6c) is disposed in the head of the submarine ground driving member 1, and the submarine ground driving member 1, the first front pile 5 (5a), and the second Embedded in a temporally curable material 25 such as concrete filled in the head of the front pile 5 (5b).
As described above, the time-hardening properties of concrete or the like such that the embedded coupling member 6 (6a to 6c) of the upper beam member 7 embeds the embedded coupling member 6 in the upper part of the submarine ground driving member 1 or the upper part of the front pile 5 is provided. The material 25 is filled and connected by an appropriate means such as embedding and fixing to form a connecting part B (second connecting part B2, third connecting part B3) (see FIGS. 10 and 36).

また、対向する斜材３の上端部と水底地盤打込み部材１の上端部とは、鋼板からなるせん断力伝達部材３０が溶接により固定されて、斜材３と水底地盤打込み部材１との間でのせん断力の伝達が可能にされている。   Further, the upper end portion of the diagonal member 3 and the upper end portion of the submerged ground driving member 1 are fixed to each other between the diagonal member 3 and the submarine ground driving member 1 by welding a shearing force transmission member 30 made of a steel plate. The transmission of shearing force is enabled.

図９に示すように、下部筒体４と前方杭５とに亘ってグラウト漏洩防止袋３１を配置して、グラウト漏洩防止袋３１の両端部をそれぞれ下部筒体４と前方杭５とにワイヤー、締め付けバンド等により締め付け固定することで、下部筒体４と前方杭５との間に配置され
ているスポンジ状のゴム製シールリング１６ａからグラウト材（経時硬化性材料２５）の漏洩を確実に防止し、周囲海域の汚濁の防止を図っている。
その状態で、下部筒体４の下部側に設けた注入口に接続されたグラウト注入ホース３２（図１８参照）からモルタルまたはコンクリート等の経時硬化性材料２５が充填されて、下部筒体４と前方杭５との一体化（連結）が図られる。
なお、前記のグラウト注入ホース３２は、斜材３に沿わせて配置することで、水上の気中から経時硬化性材料２５の充填が可能にされている。 As shown in FIG. 9, a grout leakage prevention bag 31 is disposed across the lower cylinder 4 and the front pile 5, and both ends of the grout leakage prevention bag 31 are wired to the lower cylinder 4 and the front pile 5, respectively. By tightening and fixing with a fastening band or the like, leakage of the grout material (time-curable material 25) from the sponge-like rubber seal ring 16a disposed between the lower cylindrical body 4 and the front pile 5 is ensured. To prevent pollution in the surrounding sea area.
In that state, a time-curable material 25 such as mortar or concrete is filled from a grout injection hose 32 (see FIG. 18) connected to an injection port provided on the lower side of the lower cylinder 4, and the lower cylinder 4 and Integration (connection) with the front pile 5 is achieved.
The grout injection hose 32 is arranged along the diagonal 3 so that the time-curable material 25 can be filled from the air in the water.

前記の支持フレーム５７における下部筒体４と前方杭５（５ａ）との間にモルタル等の経時硬化性材料２５を充填・硬化して固定する時期と、上部梁材７における第１埋設結合部材６（６ａ）〜第３埋設結合部材６（６ｃ）を前方杭５あるいは水底地盤打込み部材１の頭部内に配置して、コンクリート等の経時硬化性材料２５を充填・硬化して固定する時期は、同時に行ってもよく、あるいは、下部筒体４側の経時硬化性材料２５の充填・硬化による固定を先に、または上部梁材７側の経時硬化性材料２５の充填・硬化による第１埋設結合部材６（６ａ）〜第３埋設結合部材６（６ｃ）の固定を先に行ってもよい。   The time when the time-curable material 25 such as mortar is filled and cured between the lower cylindrical body 4 and the front pile 5 (5a) in the support frame 57 and fixed, and the first embedded coupling member in the upper beam member 7 6 (6a) to 3rd buried connecting member 6 (6c) is placed in the head of the front pile 5 or the submerged ground driving member 1 and is filled with a time-curable material 25 such as concrete and fixed and fixed. May be performed at the same time, or may be fixed first by filling and curing the time-curable material 25 on the lower cylindrical body 4 side, or first by filling and curing the time-curable material 25 on the upper beam material 7 side. The embedded coupling member 6 (6a) to the third embedded coupling member 6 (6c) may be fixed first.

次いで、水底地盤打込み部材１と斜材３の上部と上部梁材７の一端部の周りに、左右方向に延長する主鉄筋あるいは前後方向の鉄筋を適宜配筋すると共にコンクリート等の経時硬化性材料を打設して、左右方向に延長する構造物延長方向第２連結材１２を築造する（図１参照）。   Next, a main reinforcing bar extending in the left-right direction or a reinforcing bar in the front-rear direction is appropriately arranged around the upper part of the submerged ground driving member 1 and the diagonal member 3 and one end portion of the upper beam member 7 and a time-curable material such as concrete. The structure extension direction second connecting member 12 extending in the left-right direction is constructed (see FIG. 1).

また、前方杭５の上端部と上部梁材７の軸方向中間部の周りに、左右方向に延長する主鉄筋あるいは前後方向の鉄筋を適宜配筋すると共にコンクリート等の経時硬化性材料を打設して、左右方向に延長する構造物延長方向第１連結材１１を築造する（図１参照）。   In addition, a main reinforcing bar extending in the left-right direction or a reinforcing bar in the front-rear direction is appropriately arranged around the upper end portion of the front pile 5 and the axial intermediate portion of the upper beam member 7 and a time-hardening material such as concrete is placed. And the structure extension direction 1st connection material 11 extended in the left-right direction is built (refer FIG. 1).

さらに、第２の前方杭５（５ａ）と上部梁材７の端部の周りに、左右方向に延長する主鉄筋あるいは前後方向の鉄筋を適宜配筋すると共にコンクリート等の経時硬化性材料を打設して、左右方向に延長する構造物延長方向第１連結材１１を築造する（図１参照）。   Further, a main reinforcing bar extending in the left-right direction or a reinforcing bar in the front-rear direction is appropriately arranged around the ends of the second front pile 5 (5a) and the upper beam member 7, and a time-hardening material such as concrete is applied. The structure extending direction first connecting member 11 extending in the left-right direction is constructed (see FIG. 1).

また、構造物延長方向第２連結材１２と構造物延長方向第１連結材１１に渡って、および構造物延長方向第１連結材１１間に渡って、場所打ちまたはプレキャスト製等の鉄筋コンクリート製の床版３３を架設されている。   In addition, it is made of reinforced concrete such as cast-in-place or precast across the structure extension direction second connecting member 12 and the structure extension direction first connecting member 11 and between the structure extension direction first connecting members 11. A floor slab 33 is installed.

前記のように、多数の水底地盤打込み部材１が適宜間隔を隔てた状態で水底地盤２に打設され、前記水底地盤打込み部材１の上部から水底地盤２に向って斜め下向きに延長する多数の斜材３の上端部が、前記水底地盤打込み部材１に交差する方向に延長する上部梁材７に連結されて第１連結部Ａを形成し、前記斜材３の下端部に杭挿通用下部筒体４が連結されて支持部材８が構成され、適宜間隔を隔てて配置されて水底地盤２に打設された多数の前方杭５に、それぞれ支持部材８における杭挿通用下部筒体４が挿入され、前記上部梁材７が水底地盤打込み部材１の上部および前方杭５の上部に連結されている水底地盤打込み部材を用いた水域構造物２８とされている。
なお、図１では、壁体２９の背面側には、構造物延長方向連結材１２の上端レベルまで裏埋土６０が充填されている。 As described above, a large number of submerged ground driving members 1 are placed on the submarine ground 2 at appropriate intervals, and a large number of slanted ground driving members 1 extend obliquely downward from the top of the submarine ground driving member 1 toward the submarine ground 2. An upper end portion of the diagonal member 3 is connected to an upper beam member 7 extending in a direction intersecting the submarine ground driving member 1 to form a first connecting portion A, and a lower portion for pile insertion at the lower end portion of the oblique member 3 The cylindrical body 4 is connected to form a support member 8, and the piles of lower cylinders 4 for inserting the piles in the support member 8 are respectively connected to a large number of the front piles 5 that are arranged at appropriate intervals and placed on the water bottom ground 2. The upper beam member 7 is inserted into the water structure 28 using the water bottom ground driving member connected to the upper part of the water bottom ground driving member 1 and the upper part of the front pile 5.
In FIG. 1, the back side of the wall 29 is filled with the backfill 60 up to the upper end level of the structure extension direction connecting member 12.

図２に示す水底地盤打込み部材を用いた水域構造物２８の形態の場合は、図１における第２の前方杭５（５ａ）に代えて、部材長手方向中間部に継ぎ手を有する継ぎ手付鋼管杭（鋼管矢板）からなる第２の前方鋼管矢板５ｃが用いられて、継ぎ手相互が噛み合わされて水底地盤２に打設されて、前方矢板壁２９ａが形成されている。
前記の前方矢板壁２９ａは、水中に壁体上端部が位置し、その前方矢板壁２９ａの背面側に捨石からなる２次覆工４８が施されているが、その他の構成は、図１の場合と同様で
ある。
なお、本発明を実施する場合に、水底地盤打込み部材１としては、鋼管矢板等の壁体構成部材としてもよく、左右方向に多数継手相互を噛み合わせて、壁体を構成するようにしてもよい。 In the case of the form of the water body structure 28 using the submerged ground driving member shown in FIG. 2, it replaces with the 2nd front pile 5 (5a) in FIG. 1, and a steel pipe pile with a joint which has a joint in a member longitudinal direction intermediate part. A second front steel pipe sheet pile 5c made of (steel pipe sheet pile) is used, the joints are meshed with each other and driven on the bottom bottom ground 2, and a front sheet pile wall 29a is formed.
The front sheet pile wall 29a has a wall body upper end located in water, and a secondary lining 48 made of rubble is applied to the back side of the front sheet pile wall 29a. Same as the case.
In the case of carrying out the present invention, the submarine ground driving member 1 may be a wall constituting member such as a steel pipe sheet pile, or a plurality of joints may be engaged with each other in the left-right direction to constitute a wall. Good.

図２４〜図２６には、本発明の水底地盤打込み部材を用いた水域構造物２８に用いられる支持フレーム５７の他の形態が示されている。
この形態では、縦向きに配置された中空鋼管の中間部の一側面側を基端部として上部梁材７の先端部が溶接により接合されて第２埋設結合部材６（６ｂ）を形成している。
第２埋設結合部材６（６ｂ）は、その上部を前方杭５(５ｂ)よりも突出させるだけで、コンクリート等の経時硬化性材料を打設して築造される構造物延長方向第１連結材１１等の連結材に前記突出部を埋め込むだけで、上部梁材７と構造物延長方向第１連結材１１との一体化、あるいは突出部３７を介した構造物延長方向第１連結材１１と前方杭５（５ｂ）との強固な一体化を図ることができ、第２埋設結合部材６（６ｂ）の上部に突出部３７を備えているだけで、構造物延長方向第２連結材１２との結合が一層強固にすることができる。
また、上部梁材７の端部に第２埋設結合部材６を設ける形態あるいは前記の突出部３７を備えた形態の第２埋設結合部材６（６ｂ）では、図示のように、その上端部を開口している形態であると、前方杭５の上部所定範囲にコンクリート等の経時硬化性材料２５を充填する場合に、第２埋設結合部材６（６ｂ）の上端開口部から、コンクリート等の経時硬化性材料２５を充填することができるため、充填作業を容易に、確実に行うことができる。
なお、前記の突出部３７側に必要に応じ、貫通孔等の開口部あるいは孔開き鋼板を設けて、ジベルを形成してもよい。
前記の第２埋設結合部材６（６ｂ）は、中空柱状部材からなる前方杭５（５ｂ）の頭部に対応する位置に設けられている。 FIGS. 24 to 26 show other forms of the support frame 57 used in the water structure 28 using the underwater ground driving member of the present invention.
In this embodiment, the second embedded coupling member 6 (6b) is formed by welding the distal end portion of the upper beam member 7 by welding with one side surface side of the middle portion of the hollow steel pipe arranged vertically as the base end portion. Yes.
The second embedded connecting member 6 (6b) is a structure extending direction first connecting member that is constructed by placing a time-hardening material such as concrete by simply projecting the upper part thereof from the front pile 5 (5b). The upper beam member 7 and the structure extension direction first connection member 11 can be integrated or the structure extension direction first connection member 11 via the protrusion 37 can be obtained by simply embedding the protrusion in the connection member 11 or the like. Strong integration with the front pile 5 (5b) can be achieved, and the structure extension direction second connecting member 12 can be obtained only by providing the protrusion 37 on the upper part of the second embedded coupling member 6 (6b). Can be further strengthened.
Further, in the second embedded coupling member 6 (6b) in the form in which the second embedded coupling member 6 is provided at the end of the upper beam member 7 or in the form in which the protruding portion 37 is provided, the upper end portion of the second embedded coupling member 6 (6b) is When it is in the form of opening, when filling the time-hardening material 25 such as concrete into the upper predetermined range of the front pile 5, the time-lapse of the concrete or the like from the upper end opening of the second embedded coupling member 6 (6b). Since the curable material 25 can be filled, the filling operation can be easily and reliably performed.
In addition, you may form an opening part, such as a through-hole, or a perforated steel plate in the above-mentioned protrusion part 37 side as needed, and may form a dive.
The second embedded coupling member 6 (6b) is provided at a position corresponding to the head of the front pile 5 (5b) made of a hollow columnar member.

また、縦向きに配置された中空鋼管の中間部の一側面側を基端部として、上部梁材７の先端部が溶接により接合されて第３埋設結合部材６（６ｃ）を形成している。
前記の第３埋設結合部材６（６ｃ）は、水底地盤打込み部材１の頭部に対応する位置に設けられている。
第３埋設結合部材６（６ｃ）は、その上部を水底地盤打込み部材１よりも突出させるだけで、コンクリート等の経時硬化性材料を打設して築造される構造物延長方向第２連結材１２等の連結材に前記突出部を埋め込むだけで、上部梁材と構造物延長方向第２連結材１２との一体化、あるいは突出部３７を介した構造物延長方向第２連結材１２と水底地盤打込み部材１との強固な一体化を図ることができ、第３埋設結合部材６（６ｃ）の上部に突出部３７を備えているだけで、構造物延長方向第２連結材１２との結合が一層強固にすることができる。
この形態では、斜材３の上端部に水平な鉄筋定着用プレート４８ａを備え、図示を省略するが、鉄筋定着用プレート４８ａに構造物延長方向第２連結材の鉄筋等が溶接により固定される。
構造物延長方向第２連結材１２との結合が一層強固な形態にすることができ、斜材３の上端部を上部梁材７に溶接により固定している形態とされている。 Further, with the one side surface side of the middle portion of the hollow steel pipe arranged vertically as the base end portion, the tip end portion of the upper beam member 7 is joined by welding to form the third embedded coupling member 6 (6c). .
The third embedded coupling member 6 (6c) is provided at a position corresponding to the head of the submarine ground driving member 1.
The third embedded connecting member 6 (6c) is constructed by placing a time-hardening material such as concrete by simply projecting the upper portion of the third embedded connecting member 6 (6c) from the water bottom ground driving member 1. The upper beam material and the structure extension direction second connection member 12 are integrated by simply embedding the protruding portion in the connecting material such as the above, or the structure extension direction second connecting member 12 and the water bottom ground via the protrusion 37. Strong integration with the driving member 1 can be achieved, and only the protrusion 37 is provided on the upper part of the third embedded coupling member 6 (6c). It can be made even stronger.
In this embodiment, a horizontal reinforcing bar fixing plate 48a is provided at the upper end portion of the diagonal member 3, and illustration of the reinforcing bar fixing plate 48a is fixed to the reinforcing bar fixing plate 48a by welding with the reinforcing bar of the second connecting member in the structure extension direction. .
The connection with the second connecting member 12 in the structure extension direction can be further strengthened, and the upper end portion of the diagonal member 3 is fixed to the upper beam member 7 by welding.

また、この形態では、斜材３の外径が、上部横梁７の外径よりも大きいため、図２６に示すように、斜材３の上端面が上部梁材７の外側の両側で開口部３９ａを形成しているため、斜材３の上端両側の開口部３７からコンクリート等の経時硬化性材料２５を斜材３の上部内に充填することができる。
斜材３の外径が上部梁材７の外径と同程度か小さい場合には、前記実施形態と同様に充填用ガイド管１４を上部梁材７に貫通するように配置することで、前記実施形態と同様に
斜材３上部内にコンクリート等の経時硬化性材料２５を充填することができる。
なお、斜材３の上端が開口端である場合には、前記の開口部３９は、斜材３の外径寸法が上部梁材７の外径寸法よりも小さい場合でも、斜材３の上端面の前後両側を上部梁材７に溶接により固定する場合には、斜材３の上端面の左右両側を上部梁材７に固定しない場合には、斜材３の上端面の左右両側部に隙間が形成されるため、開口部３９が形成可能な場合もある。 Further, in this embodiment, since the outer diameter of the diagonal member 3 is larger than the outer diameter of the upper horizontal beam 7, the upper end surface of the diagonal member 3 has openings on both sides outside the upper beam member 7 as shown in FIG. Since 39a is formed, the time-curable material 25 such as concrete can be filled into the upper portion of the diagonal member 3 from the openings 37 on both sides of the upper end of the diagonal member 3.
When the outer diameter of the diagonal member 3 is approximately the same as or smaller than the outer diameter of the upper beam member 7, the filling guide tube 14 is disposed so as to penetrate the upper beam member 7 in the same manner as in the embodiment described above. Similar to the embodiment, the upper portion of the diagonal member 3 can be filled with a time-curable material 25 such as concrete.
In the case where the upper end of the diagonal member 3 is an open end, the opening 39 is formed on the diagonal member 3 even if the outer diameter size of the diagonal member 3 is smaller than the outer diameter size of the upper beam member 7. When the front and rear sides of the end face are fixed to the upper beam member 7 by welding, the left and right sides of the upper end surface of the diagonal member 3 are not fixed to the upper beam member 7. Since the gap is formed, the opening 39 may be formed.

この形態では、上部梁材７から埋設結合部材６（６ｂ，ｃ）が突出して、突出部３７を形成しているため、前記のように、上部構造物側と埋設結合部材６との結合をより強固にすることができる。
なお、前記実施形態と同様に埋設結合部材６の上下方向の下部側または上部側（突出部３７）の管壁に、貫通孔または孔開き鋼板を設けてジベルとしての機能を付与してもよく、孔開き鋼板等を溶接により固定するようにしてもよい。 In this embodiment, since the embedded coupling member 6 (6b, c) protrudes from the upper beam member 7 to form the protruding portion 37, the coupling between the upper structure side and the embedded coupling member 6 is performed as described above. It can be made stronger.
As in the above-described embodiment, a through hole or a perforated steel plate may be provided on the tube wall on the lower or upper side (projecting portion 37) in the vertical direction of the embedded coupling member 6 to provide a function as a bevel. Alternatively, a perforated steel sheet or the like may be fixed by welding.

図１９には、前記の支持フレーム５７を備え、水底地盤打込み部材を用いた水域構造物２８が示されている。
この形態では、第２の前方杭５（５ｂ）およびこれに架設固定される床版を備えていない形態が示されている。
この形態では、第２埋設結合部材６（６ｂ）における突出部３７が、鉄筋コンクリートあるいはコンクリート等の経時硬化性材料２５による構造物延長方向第１連結材１１に埋め込み固定されて、一体化を高めている。
また、第３埋設結合部材６（６ｃ）における突出部３７が、鉄筋コンクリートあるいはコンクリート等の経時硬化性材料２５による構造物延長方向第２連結材１２に埋め込み固定されて、一体化を高めている。
なお、この形態では、水底地盤打込み部材１は、鋼管矢板からなる壁体構成部材が用いられ、鋼管矢板壁と護岸壁との間に遊水室が形成されている。 FIG. 19 shows an aquatic structure 28 that includes the support frame 57 and uses a water bottom ground driving member.
In this form, the form which is not provided with the 2nd front pile 5 (5b) and the floor slab erected and fixed to this is shown.
In this embodiment, the projecting portion 37 of the second embedded coupling member 6 (6b) is embedded and fixed in the first connecting material 11 in the structure extension direction by the time-hardening material 25 such as reinforced concrete or concrete to enhance integration. Yes.
Further, the projecting portion 37 of the third embedded connecting member 6 (6c) is embedded and fixed in the second connecting member 12 in the structure extension direction by the time-hardening material 25 such as reinforced concrete or concrete to enhance the integration.
In addition, in this form, the water bottom ground driving member 1 uses the wall body structural member which consists of a steel pipe sheet pile, and the water reserving room is formed between the steel pipe sheet pile wall and the revetment wall.

図３８〜図４１は、埋設結合部材６(６ａ〜６ｃ)にジベルを設ける場合に第３埋設結合部材６（６ｃ）を代表例にした代表形態を示すものである。
図３８に示すように、埋設結合部材３６にジベルとしての孔を設ける場合には、水底地盤打ち込み部材１または前方杭５等における鋼管内にコンクリート等の経時硬化性材料２５により埋め込み固定される埋設結合部材６は、地震時等において水平力が作用する場合に、主として曲げモーメントおよびせん断力に抵抗するために必要な埋め込み長さＬより下側に長さＬ１の余長部５１を設け、その余長部５１の部分の管壁に直接複数の孔５２を設けて、孔開きジベル付きの埋設結合部材６とするのが好ましい。なお、埋設結合部材６の上部に複数の孔５２を設けても、十分強度を有するものであれば、上部に設ける形態としてもよい。
また、図３９に示すように、埋設結合部材６内に、埋設結合部材６の内径幅寸法を有し、下部に複数の孔を備えた平板状の孔開き鋼板３５の上端部を埋設結合部材６の内周面に溶接により固定して、孔開きジベル付きの埋設結合部材６としてもよい。
さらに、図４０に示すように、横断面十字状の孔開き部材３５の上端部を埋設結合部材６の内周面に固定してもよく、あるいは、図４１に示すように、埋設結合部材６の内側に、等角度等の間隔をおいて孔開き鋼板３５を溶接により固定するようにしてもよい。 FIGS. 38 to 41 show a representative form in which the third embedded coupling member 6 (6c) is a representative example in the case where a gibber is provided in the embedded coupling member 6 (6a to 6c).
As shown in FIG. 38, in the case where a hole as a diver is provided in the buried coupling member 36, the buried buried member 25 is buried and fixed by a time-hardening material 25 such as concrete in a steel pipe in the submerged ground driving member 1 or the front pile 5 or the like. The coupling member 6 is provided with a surplus length portion 51 having a length L1 below the embedding length L which is mainly necessary for resisting a bending moment and a shearing force when a horizontal force acts during an earthquake or the like. It is preferable to provide a plurality of holes 52 directly in the tube wall of the extra length portion 51 to provide the embedded coupling member 6 with a perforated diver. In addition, even if the several hole 52 is provided in the upper part of the embedded coupling member 6, if it has sufficient intensity | strength, it is good also as a form provided in the upper part.
As shown in FIG. 39, the upper end portion of the flat perforated steel plate 35 having the inner diameter width dimension of the embedded coupling member 6 and having a plurality of holes in the lower portion is embedded in the embedded coupling member 6. It is good also as the embedded coupling member 6 with a perforated diver by fixing to the inner peripheral surface of 6 by welding.
Furthermore, as shown in FIG. 40, the upper end portion of the perforated member 35 having a cross-shaped cross section may be fixed to the inner peripheral surface of the embedded coupling member 6, or as shown in FIG. The perforated steel plate 35 may be fixed by welding at intervals of equal angles or the like.

図４２〜図４７は、本発明の水域構造物２８の変形形態を示すものであり、特に、上部梁材７と、その下側に埋設結合部材６を取り付ける形態と、突出部３７を備えた形態の埋設結合部材６の中間部に上部梁材７の端部を取り付ける形態と、斜材３との組み合わせ形態の変形形態である。   42-47 show the deformation | transformation form of the water body structure 28 of this invention, and were equipped with the top beam material 7, the form which attaches the embedded coupling member 6 to the lower side, and the protrusion part 37 especially. This is a modification of the combination of the form in which the end of the upper beam member 7 is attached to the middle part of the embedded coupling member 6 and the oblique member 3.

図４２に示す形態の水域構造物２８では、第１埋設結合部材６（６ａ）と第２埋設結合
部材６（６ｂ）とが第２の上部梁材７Ｂにより結合され、前記第２の上部梁材７Ｂは、基端側の上部梁材７の下端レベルに合わせて、その延長上に配置されている。
この形態では、前記の第２の上部梁材７Ｂおよびその先端部に固定された突出部３７を有する第１埋設結合部材６（６Ａ）を含めて一体化さらた支持フレーム５７とされている。
図４３に示す形態の水域構造物２８では、１本ものの上部梁材７の中間下部に、第２埋設結合部材６（６ｂ）が固定されている支持フレ−ム５７を用いた形態であるが、その他の形態は前記と形態と同じである。
図４４の形態では、上部梁材７の基端側の下部に、第３埋設結合部材６（６ｃ）の上端部を固定し、第２の上部梁材７Ｂの先端部の下側に、第１埋設結合部材６（６ａ）の上端部を固定した支持フレーム５７を用いた形態であるが、その他の形態は前記と形態と同じである。
図４５に示す形態では、第２の上部梁材７Ｂの先端部と杭挿通用筒体４とを、第２の斜材３Ｂにより連結固定した形態で、第２の斜材３Ｂと杭挿通用筒体４とにより第２の支持部材８Ｂが形成されている。前記の第２の斜材３Ｂの連結固定形態は、反対側の斜材３の連結固定形態と同じである。
この形態では、斜材３および第２の斜材３Ｂを含めて一体化された支持フレーム５７とされており、このような形態の支持フレーム５７では、両方の斜材３，３Ｂにより杭挿通用筒体４を確実に安定した状態で支持できるため、搬送架設時の支保装置９を省略することも可能である。
図４６に示す形態では、第２の上部梁材７Ｂの基端部と杭挿通用筒体４とを、第２の斜材３Ｂにより連結固定して一体化し、第２の斜材３Ｂの下端部に第２の杭挿通用筒体４（４Ｂ）を固定した支持フレーム５７を用いた形態の水域構造物２８とされている。第２の杭挿通用筒体４（４ｂ）の形態は、前記した杭挿通用筒体４と同様であり、第２の杭挿通用筒体４（４ｂ）と前方杭５（５ｂ）との固定形態は、杭挿通用筒体４と前方杭５との前記した形態と同様であり、注入充填されるコンクリート等の経時硬化性材料２５により一体化される。
図４７に示す形態では、水底地盤打込み部材１を水域構造物２８の幅方向の中央に配置した形態であり、第３埋設結合部材６（６ｃ）の後部に第２の上部梁材７Ｂの先端部を固定し、第２の上部梁材７Ｂの先端下部と後方杭５ｄを挿通するための杭挿通用筒体４（４ｂ）とを、第２の斜材３Ｂにより連結固定して一体化された支持フレーム５７を用いた形態の水域構造物２８とされている。 42, the first embedded coupling member 6 (6a) and the second embedded coupling member 6 (6b) are coupled by a second upper beam member 7B, and the second upper beam The material 7B is arranged on an extension thereof in accordance with the lower end level of the upper beam material 7 on the base end side.
In this embodiment, the support frame 57 is integrally exposed including the above-described second upper beam member 7B and the first embedded coupling member 6 (6A) having the protruding portion 37 fixed to the distal end portion thereof.
The water structure 28 shown in FIG. 43 uses a support frame 57 in which the second embedded coupling member 6 (6b) is fixed to the middle lower part of the single upper beam member 7. The other forms are the same as the above.
In the form of FIG. 44, the upper end portion of the third embedded coupling member 6 (6c) is fixed to the lower portion of the base end side of the upper beam member 7, and the second upper beam member 7B has a lower end on the lower side. 1 is a form using the support frame 57 in which the upper end portion of the embedded coupling member 6 (6a) is fixed, but the other forms are the same as the above.
In the form shown in FIG. 45, the tip of the second upper beam member 7B and the pile insertion cylinder 4 are connected and fixed by the second diagonal member 3B, and the second diagonal member 3B and the pile insertion cylinder are inserted. The cylindrical body 4 forms a second support member 8B. The connecting and fixing form of the second diagonal member 3B is the same as the connecting and fixing form of the opposite diagonal member 3.
In this embodiment, the support frame 57 is integrated including the diagonal member 3 and the second diagonal member 3B. In such a support frame 57, both the diagonal members 3 and 3B are used for pile insertion. Since the cylindrical body 4 can be reliably supported in a stable state, it is possible to omit the support device 9 at the time of transport installation.
In the form shown in FIG. 46, the base end of the second upper beam member 7B and the pile insertion cylinder 4 are connected and fixed together by the second diagonal member 3B, and the lower end of the second diagonal member 3B is integrated. It is set as the water body structure 28 of the form using the support frame 57 which fixed the 2nd pile insertion cylinder 4 (4B) to the part. The form of the second pile insertion cylinder 4 (4b) is the same as that of the above-described pile insertion cylinder 4, and the second pile insertion cylinder 4 (4b) and the front pile 5 (5b) The fixed form is the same as the above-described form of the cylinder 4 for pile insertion and the front pile 5, and is integrated by a time-curable material 25 such as concrete to be poured and filled.
The form shown in FIG. 47 is a form in which the submarine ground driving member 1 is disposed in the center in the width direction of the water body structure 28, and the tip of the second upper beam member 7B at the rear part of the third embedded coupling member 6 (6c). The part is fixed, and the lower end of the second upper beam member 7B and the pile insertion cylinder 4 (4b) for inserting the rear pile 5d are connected and fixed by the second diagonal member 3B to be integrated. The water frame structure 28 is formed using the support frame 57.

前記各実施形態に示すように、支持フレーム５７に設けられる埋設結合部材６（６ａ〜６ｃ）は、突出部３７を有する形態でも、上部梁材７または第２の上部梁材７Ｂの下部に固定する形態でもよい。また、上部梁材７は、１本ものでも、埋設結合部材６を介して連結される形態のものでもよい。   As shown in each of the above embodiments, the embedded coupling member 6 (6a to 6c) provided on the support frame 57 is fixed to the lower portion of the upper beam member 7 or the second upper beam member 7B even in the form having the protruding portion 37. The form to do may be sufficient. Moreover, the number of the upper beam members 7 may be one or may be connected via the embedded coupling member 6.

水底地盤打込み部材１は、その上部内側に埋設結合部材６を埋め込み配置する形態では、鋼管杭、鋼管矢板を使用することになるが、図示を省略するが、水底地盤打込み部材１の上部内側に埋設結合部材６を埋め込み配置しない形態では、鋼矢板を使用してもよい。   The submarine ground driving member 1 uses a steel pipe pile and a steel pipe sheet pile in the form in which the embedded coupling member 6 is embedded and disposed inside the upper portion thereof, although illustration is omitted, In a form in which the embedded coupling member 6 is not embedded and disposed, a steel sheet pile may be used.

上部梁材７あるいは第２の上部梁材７Ｂに設けられる埋設結合部材６は、前方杭５（５ｂ）あるいは後方杭５ｄあるいは水底地盤打込み部材１の上部内に配置されて、コンクリート等の経時硬化性材料２５に埋め込み固定されて剛結合される。また、鉄筋コンクリート等からなる構造物延長方向第１連結材１１あるいは第２連結材１２に埋め込み固定された部分は、剛結合された状態になる。   The embedded coupling member 6 provided in the upper beam member 7 or the second upper beam member 7B is disposed in the upper portion of the front pile 5 (5b), the rear pile 5d, or the submarine ground driving member 1, and is hardened over time with concrete or the like. It is embedded and fixed in the material 25 and is rigidly coupled. Further, the portion embedded and fixed in the first connecting member 11 or the second connecting member 12 in the structure extension direction made of reinforced concrete or the like is in a rigidly connected state.

図４８〜図４９には、図１に示す本発明の水域構造物２８の変形形態が示されている。図４８に示す形態では、前方杭５（ｂ）に変えて、部材軸方向中間部に継手を有する鋼管
矢板５ｃが用いられ、隣り合う鋼管矢板５ｃの継手相互が噛み合わされて左右方向に連続して打設されて、水中に前方壁体２９ｃが形成されている。また、杭挿通用筒体４は水底地盤２の上方に位置されており、水底地盤２と陸側の壁体２９と前方壁体２９ａとにより形成される凹部に中間土６１が投入充填され、その中間土６１上に捨石層６２が形成され、その捨石層６２上に杭挿通用筒体４が位置している。また、壁体２９の背面には、裏埋土６０が充填されている。
また、図４９に示す形態では、杭挿通用筒体４は水底地盤２上に位置されており、前方壁体２９ａ前面側の水底地盤２が浚渫されている。
図４８および図４９に示す形態では、杭挿通用筒体４の前方に、杭挿通用筒体４の底部よりも上端が高いレベルの前方壁体２９ａを設ける形態であるので、杭挿通用筒体４下部の洗掘を防止することができる。 48 to 49 show a modification of the water structure 28 of the present invention shown in FIG. In the form shown in FIG. 48, instead of the front pile 5 (b), a steel pipe sheet pile 5c having a joint at the intermediate portion in the member axial direction is used, and the joints of adjacent steel pipe sheet piles 5c are meshed with each other and are continuous in the left-right direction. The front wall 29c is formed in the water. In addition, the pile insertion cylinder 4 is positioned above the water bottom ground 2, and the intermediate soil 61 is charged into the recess formed by the water bottom ground 2, the land-side wall body 29, and the front wall body 29 a, A rubble layer 62 is formed on the intermediate soil 61, and the pile insertion cylinder 4 is located on the rubble layer 62. Further, the back surface of the wall body 29 is filled with back buried soil 60.
Moreover, in the form shown in FIG. 49, the pile insertion cylinder 4 is positioned on the water bottom ground 2, and the water bottom ground 2 on the front side of the front wall 29a is covered.
In the form shown in FIG. 48 and FIG. 49, since the front wall body 29 a whose upper end is higher than the bottom of the pile insertion cylinder 4 is provided in front of the pile insertion cylinder 4, the pile insertion cylinder Scouring of the lower part of the body 4 can be prevented.

図５０〜図５２には、図１に示す本発明の水域構造物２８の変形形態が示されている。この形態では、水底地盤打込み部材１は鋼管杭とされ、壁体２９を形成していない形態であり、図５１および図５２に示すように、各前方杭５（５ａ，５ｂ）と水底地盤打込み部材１とは、左右方向に同じピッチで水底地盤２に打設されている。
また、図５０では、構造物延長方向連結材１２と、捨石からなる１次覆工４８上に築造された護岸側構造物５０とに、床版３３が架設固定され、護岸側構造物５０背面には、裏埋土６０が充填されている。
なお、この形態では、多数の水底地盤打込み部材１と護岸壁との間に遊水室が形成されている。 50 to 52 show modifications of the water structure 28 of the present invention shown in FIG. In this embodiment, the submarine ground driving member 1 is a steel pipe pile and does not form the wall body 29. As shown in FIGS. 51 and 52, each front pile 5 (5a, 5b) and the submarine ground driving is formed. The member 1 is placed on the bottom bottom ground 2 at the same pitch in the left-right direction.
In FIG. 50, the floor slab 33 is installed and fixed on the structure extension direction connecting member 12 and the revetment side structure 50 built on the primary lining 48 made of rubble, and the back side of the revetment side structure 50. Is filled with backfill 60.
In addition, in this form, the reclaimed water chamber is formed between many submarine ground driving members 1 and the revetment wall.

図５３には、図５０に示す本発明の水域構造物２８の変形形態が示されている。
この形態では、第２の前方杭に代えて、第２の鋼管矢板５ｃが用いられ、隣り合う鋼管矢板５ｃの継手相互が連結されて水底地盤２に打設されて、水中に上端部が位置する前方壁体２９ａが形成され、杭挿通用筒体４を埋め込む１次覆工４８が形成されている。 FIG. 53 shows a modification of the water structure 28 of the present invention shown in FIG.
In this embodiment, the second steel pipe sheet pile 5c is used instead of the second front pile, the joints of the adjacent steel pipe sheet piles 5c are connected to each other, and are placed in the bottom bottom ground 2, and the upper end portion is located in the water. A front wall body 29a is formed, and a primary lining 48 for embedding the pile insertion cylinder 4 is formed.

図５４には、図５０に示す本発明の水域構造物２８の変形形態が示され、図５３とは、前方鋼管矢板壁２９ａの前面側が浚渫されて、水底地盤２が低レベル位置にされている。
この形態は、前方壁体２９ａ側では、水底地盤２上面レベルに傾斜した状態で捨石等からなる１次覆工４８が形成され、杭挿通用筒体４を埋め込んでいると共に、護岸側構造物５０の下部を埋め込んでいる。 FIG. 54 shows a modified form of the water body structure 28 of the present invention shown in FIG. 50. FIG. 53 is different from FIG. 53 in that the front side of the front steel pipe sheet pile wall 29a is tucked and the bottom bottom ground 2 is brought to a low level position. Yes.
In this form, on the front wall body 29a side, a primary lining 48 made of rubble and the like is formed in a state inclined to the upper surface level of the water bottom ground 2, and the pile insertion cylinder 4 is embedded, and the revetment side structure The lower part of 50 is embedded.

前記実施形態によると、多数の水底地盤打込み部材が適宜間隔を隔てた状態で水底地盤に打設され、前記水底地盤打込み部材の上部から水底地盤に向って斜め下向きに延長する多数の斜材の上端部が、前記水底地盤打込み部材に交差する方向に延長する多数の中空鋼製部材からなる上部梁材に連結されて第１連結部を形成し、前記斜材の下端部に杭挿通用下部筒体が連結されて支持部材が構成され、適宜間隔を隔てて配置されて水底地盤に打設された多数の前方杭に、それぞれ支持部材における杭挿通用下部筒体が挿入され、前記上部梁材が水底地盤打込み部材の上部および前方杭の上部に連結されているので、中空鋼製部材からなる上部梁材を用いることにより、上部梁材の下側において斜材との連結を図る第１連結部で確実に連結することができる効果が得られる。
また、上部梁材は中空鋼製部材であるので、その外周面に重防食被覆を施した場合に、塗料がコーナー部で薄くなったり、剥離する恐れを回避することができ、防食性能の高い水域構造物とすることができる等の効果が得られる。 According to the embodiment, a large number of submerged ground driving members are placed on the bottom bottom ground at appropriate intervals, and a plurality of diagonal members extending obliquely downward from the top of the bottom bottom driving member toward the bottom bottom ground. The upper end portion is connected to an upper beam member made of a number of hollow steel members extending in a direction intersecting the submarine ground driving member to form a first connecting portion, and a lower portion for pile insertion at the lower end portion of the diagonal member A cylindrical member is connected to form a supporting member, and a pile of lower cylinders for inserting the supporting member is inserted into each of a number of front piles arranged at appropriate intervals and placed on the bottom of the water. Since the material is connected to the upper part of the submerged ground driving member and the upper part of the front pile, the first beam which is connected to the diagonal material on the lower side of the upper beam material is used by using the upper beam material made of a hollow steel member. Connect securely at the connecting part. Effect that can be obtained.
Moreover, since the upper beam material is a hollow steel member, when the outer peripheral surface is coated with a heavy anti-corrosion coating, it is possible to avoid the risk of the paint becoming thin or peeling off at the corner, and has high anti-corrosion performance. The effect that it can be set as a water structure etc. is acquired.

また、前記上部梁材は、中空円形鋼管あるいは部材軸方向に直角な断面における角部がアール（断面円弧状）または面取りされている中空角形鋼管であると、従来のＨ形断面材に比べて、捻り剛性が大きく、構造部材として安定しており、かつ、防食材料で被覆する場合にも、均一の厚さに被覆することができる。
また、上部梁材の内部の所定部位に経時硬化性材料を充填することにより重量や剛性を調整することも可能であるため、設計および施工の自由度を高めることができる。 Further, the upper beam member is a hollow circular steel pipe or a hollow square steel pipe whose corners in a cross section perpendicular to the axial direction of the member are rounded (circular arc shape) or chamfered as compared with a conventional H-shaped cross section material. The torsional rigidity is large, the structure member is stable, and even when it is coated with an anticorrosive material, it can be coated with a uniform thickness.
In addition, since the weight and rigidity can be adjusted by filling a predetermined portion inside the upper beam material with a time-curable material, the degree of freedom in design and construction can be increased.

また、斜材が、中空円形鋼管であると、捻り剛性が大きく、構造部材として安定しており、かつ、防食材料で被覆する場合にも、均一の厚さに被覆することができる。
また、斜材の内部に経時硬化性材料を充填することも可能であり、設計および施工の自由度を高めることができる等の効果が得られる。 Further, when the diagonal member is a hollow circular steel pipe, the torsional rigidity is large, the structure member is stable, and even when it is coated with an anticorrosive material, it can be coated with a uniform thickness.
In addition, it is possible to fill the inside of the diagonal material with a curable material over time, and the effect of increasing the degree of freedom of design and construction can be obtained.

また、上部梁材の下方部に位置する第１ベースプレートと上部梁材の下部とは、上部梁材の長手方向に配置された複数の連結鋼板と溶接により連結され、斜材の上端部は第２ベースプレートと溶接により連結され、前記第１ベースプレートと第２ベースプレートとは、ボルト等の機械的手段により連結されて第１連結部が形成されていると、上部梁材側の第１ベースプレートと斜材側の第２ベースプレートとをボルト等の機械的手段により連結するだけで、上部梁材と斜材とを確実に連結一体化することができる等の効果が得られる。   Further, the first base plate located at the lower part of the upper beam member and the lower part of the upper beam member are connected by welding to a plurality of connecting steel plates arranged in the longitudinal direction of the upper beam member, and the upper end of the diagonal member is When the first base plate and the second base plate are connected by mechanical means such as bolts to form a first connection portion, the first base plate on the upper beam member side is inclined. Only by connecting the second base plate on the material side by mechanical means such as bolts, the upper beam material and the diagonal material can be reliably connected and integrated.

また、第２ベースプレートの幅を第１ベースプレートの幅よりも若干大きして、第１ベースプレートが第２ベースプレートの上面に溶接されていると、斜材側の第２ベースプレートの幅を、溶接代程度、若干大きくするだけで、上部梁材側の第１ベースプレートを斜材側の第２ベースプレートに溶接により固定することで連結して、上部梁材と斜材とを一体化することができる等の効果が得られる。   Further, if the width of the second base plate is slightly larger than the width of the first base plate and the first base plate is welded to the upper surface of the second base plate, the width of the second base plate on the diagonal material side is reduced to the welding allowance. It is possible to integrate the upper beam member and the diagonal member by fixing the first base plate on the upper beam member side to the second base plate on the diagonal member side by welding, for example. An effect is obtained.

また、上部梁材の下方部に位置する第１ベースプレートと上部梁材の下部とは、上部梁材の長手方向に配置された複数の連結鋼板と溶接により連結され、斜材の上端部は第２ベースプレートと溶接により連結され、第２ベースプレートの幅を第１ベースプレートの幅よりも若干大きくして、第１ベースプレートは第２ベースプレートの上面に溶接されることにより連結されて第１連結部（Ａ）が形成されていると、上部梁材とその第１ベースプレートとを連結鋼板を介して容易に一体化することができ、また、上部梁材側の第１ベースプレートを斜材側の第２ベースプレートに溶接により固定することで連結して、上部梁材と斜材とを一体化することができる等の効果が得られる。   Further, the first base plate located at the lower part of the upper beam member and the lower part of the upper beam member are connected by welding to a plurality of connecting steel plates arranged in the longitudinal direction of the upper beam member, and the upper end of the diagonal member is The second base plate is connected by welding, the width of the second base plate is slightly larger than the width of the first base plate, and the first base plate is connected to the upper surface of the second base plate by welding to form the first connecting portion (A ), The upper beam member and the first base plate can be easily integrated via the connecting steel plate, and the first base plate on the upper beam member side is connected to the second base plate on the diagonal member side. The upper beam member and the diagonal member can be integrated by being fixed by welding to each other.

また、連結鋼板の所定箇所に所定形状の開口部を所定個数設けていると、連結鋼板を埋め込むコンクリート等の経時硬化性材料を打設する場合に、連結鋼板との一体化を確実に図ることができ、また、連結鋼板を複数枚設置する場合に、連結鋼板に設けた開口部から、連結鋼板間に経時硬化性材料を充填することができるため、連結鋼板が複数枚ある場合でも、連結鋼板との一体化および上部梁材との一体化を確実に図ることができる等の効果が得られる。   In addition, when a predetermined number of openings having a predetermined shape are provided at predetermined locations on the connecting steel plate, when the time-hardening material such as concrete for embedding the connecting steel plate is placed, the integration with the connecting steel plate is ensured. In addition, when installing a plurality of connecting steel plates, it is possible to fill a time-hardening material between the connecting steel plates from the opening provided in the connecting steel plates. The effect that the integration with the steel plate and the integration with the upper beam material can be reliably achieved is obtained.

また、斜材の上部と第２ベースプレートには、斜材側縦補強鋼板１３が溶接接合されていると、斜材と第２ベースプレートを確実に強固に固定することができ、また斜材側縦補強鋼板は、第２ベースプレート下側に配置され斜材に固定する形態になるので、コンクリート等の経時硬化性材料を打設する場合でも、従来のＨ型断面材の上下フランジ間に打設する場合に比べて、確実に充填することができる。   In addition, when the diagonal member-side longitudinal reinforcing steel plate 13 is welded to the upper part of the diagonal member and the second base plate, the diagonal member and the second base plate can be securely fixed firmly. Since the reinforcing steel plate is arranged on the lower side of the second base plate and fixed to the diagonal member, it is placed between the upper and lower flanges of the conventional H-shaped cross-section material even when a time-hardening material such as concrete is placed. Compared with the case, it can be filled reliably.

また、前記上部梁材が水底地盤打込み部材の上部および前方杭の上部に連結されて連結部を形成していると、波浪あるいは土圧が作用する場合に、上部梁材から連結部を介して水底地盤打込み部材および前方杭に応力を伝達したり、水底地盤打込み部材から上部梁材を介して前方杭に応力を伝達したり、あるいは上部梁材および斜材を介して前方杭に応力を伝達することができる等の効果が得られる。   In addition, when the upper beam member is connected to the upper part of the submerged ground driving member and the upper part of the front pile to form a connecting part, when waves or earth pressure acts, the upper beam member passes through the connecting part. Stress is transmitted to the submarine ground driving member and the front pile, stress is transmitted from the submarine ground driving member to the front pile through the upper beam material, or stress is transmitted to the front pile through the upper beam material and the diagonal material. The effect that it can do is acquired.

また、中空柱状部材からなる前方杭の頭部に対応する位置における上部梁材には、縦向きに配置された所定長さの中空鋼管の基端部が溶接接合されて埋設結合部材が形成され、前記埋設結合部材は、前記前方杭の上部に内挿され、前記前方杭の上部所定範囲に、前記埋設結合部材を埋め込むようにコンクリートなどの経時硬化性材料が充填されて第２連結部が形成されていると、上部梁材に、中空鋼管からなる埋設結合部材を設けて前方杭内に充填する経時硬化性材料により埋め込むだけで、上部梁材と前方杭との強固な連結一体化を図ることができる等の効果が得られる。   In addition, the upper beam member at a position corresponding to the head portion of the front pile made of a hollow columnar member is welded and joined to a base end portion of a predetermined length of a hollow steel pipe to form an embedded coupling member. The embedded coupling member is inserted into an upper portion of the front pile, and a second linking portion is filled with a time-hardening material such as concrete so as to embed the embedded coupling member in a predetermined range of the upper portion of the front pile. Once formed, the upper beam material can be firmly connected and integrated between the upper beam material and the front pile simply by embedding it with a time-hardening material that fills the front pile with an embedded coupling member made of a hollow steel pipe. An effect such as being able to be achieved is obtained.

また、埋設結合部材の所定箇所に所定形状の開口部を所定個数設けてジベル付きの埋設結合部材としていると、埋設結合部材に開口部を設けるだけで、一層強固に、上部梁材と前方杭との強固な連結一体化を図ることができる等の効果が得られる。   In addition, when a predetermined number of openings having a predetermined shape are provided at predetermined positions of the embedded coupling member to form an embedded coupling member with a bevel, the upper beam material and the front pile can be more firmly secured simply by providing an opening in the embedded coupling member. The effect of being able to aim at the firm connection integration with is acquired.

また、孔明き鋼板が埋設結合部材の所定箇所に溶接接合されて孔開き鋼板ジベル付きの埋設結合部材としていると、埋設結合部材に孔開き鋼板を設けるだけで、一層強固に、上部梁材と前方杭との強固な連結一体化を図ることができる等の効果が得られる。   In addition, when the perforated steel plate is welded and joined to a predetermined portion of the embedded coupling member to form an embedded coupling member with a perforated steel plate gibber, the upper beam material The effect of being able to achieve strong connection and integration with the front pile is obtained.

また、孔明き鋼板が埋設結合部材の外側に設けられて、孔明き鋼板が、スペーサーあるいは間隔保持材としても機能しているので、孔明き鋼板を埋設結合部材の外側に設けるだけで、孔明き鋼板をジベルとして機能させることができると共に、孔開き鋼板を、埋設結合部材と水底地盤打込み部材あるいは杭との間の間隔が狭くなることを防ぎ、コンクリート等の経時硬化性材料の充填を確実にするためのスペーサーあるいは間隔保持材としても機能させて、埋設結合部材を所定の位置に設置することができる等の効果が得られる。   In addition, since the perforated steel sheet is provided outside the buried coupling member, and the perforated steel sheet functions also as a spacer or a spacing member, the perforated steel sheet is provided only outside the buried coupling member. The steel plate can function as a gibber, and the perforated steel plate prevents the gap between the buried coupling member and the submerged ground driving member or the pile from becoming narrow, and ensures the filling of time-hardening materials such as concrete. It is possible to obtain an effect that the buried coupling member can be installed at a predetermined position by functioning also as a spacer or a spacing maintaining material.

また、中空柱状部材からなる前方杭の頭部に対応する位置において、縦向きに配置された所定長さの中空鋼管からなる埋設結合部材の下方部が前記前方杭の上部に内挿され、前記埋設結合部材の上部が前記前方杭よりも突出して突出部を形成し、前記突出部の側面に、上部梁材の一端が溶接接合され、前記前方杭の上部所定範囲に、前記埋設結合部材を埋め込むようにコンクリートなどの経時硬化性材料が充填されていると、埋設結合部材の上部を前方杭よりも突出させるだけで、コンクリート等の経時硬化性材料を打設して築造される構造物延長方向第１連結材等の連結材に前記突出部を埋め込むだけで、上部梁材と構造物延長方向第１連結材との一体化、あるいは突出部を介した構造物延長方向第１連結材と前方杭との強固な一体化を図ることができる等の効果が得られる。   Further, at a position corresponding to the head of the front pile made of a hollow columnar member, the lower part of the embedded coupling member made of a hollow steel pipe having a predetermined length arranged vertically is inserted into the upper part of the front pile, The upper part of the embedded coupling member protrudes from the front pile to form a protruding part, and one end of the upper beam material is welded to the side surface of the protruding part, and the embedded coupling member is placed in the upper predetermined range of the front pile. When filling with time-hardening material such as concrete so as to be embedded, the structure extension that is built by placing time-hardening material such as concrete just by projecting the upper part of the embedded coupling member from the front pile Only by embedding the protruding portion in the connecting material such as the first direction connecting material, the upper beam material and the structure extending direction first connecting material are integrated, or the structure extending direction first connecting material via the protruding portion Strong integration with the front pile Effects such can be obtained.

また、構造物延長方向に多数配設された中空柱状部材からなる前方杭の上部は、鉄筋コンクリートあるいは経時硬化性材料からなる構造物延長方向第１連結材（１１）により連結されていると、前方杭の上部と構造物延長方向第１連結材との強固な一体化を図ることができる等の効果が得られる。   Moreover, when the upper part of the front pile which consists of a hollow columnar member arrange | positioned many in a structure extension direction is connected with the structure extension direction 1st connection material (11) which consists of a reinforced concrete or a time-hardening material, The effect that the strong integration with the upper part of a pile and a structure extension direction 1st connection material can be aimed at is acquired.

また、構造物延長方向に多数配設された水底地盤打ち込み部材１の上部と上部梁材７との第３連結部（Ｂ３）と、上部梁材と斜材との第１連結部とは、これらを埋め込むように設けられる鉄筋コンクリートあるいは経時硬化性材料からなる構造物延長方向第２連結材（１２）により連結されていると、水底地盤打ち込み部材の上部と、上部梁材と、斜材上部と、構造物延長方向第２連結材との強固な一体化を図ることができる等の効果が得られる。   In addition, the third connection part (B3) between the upper part of the submarine ground driving member 1 and the upper beam member 7 arranged in the structure extension direction, and the first connection part of the upper beam member and the diagonal member are: When connected by a structure extension direction second connecting member (12) made of reinforced concrete or a time-hardening material provided so as to embed these, an upper portion of a submerged ground driving member, an upper beam member, an upper portion of a diagonal member, In addition, effects such as strong integration with the second connecting member in the structure extension direction can be obtained.

また、第１ベースプレートの所定箇所に第１開口部が設けられ、第２ベースプレートの所定箇所に第２開口部が設けられ、上部梁材の下部の所定箇所に第３開口部が設けられ、上部梁材の上部に所定箇所に第４開口部が設けられていると、充填用ガイド管等の充填用補助部材を第１開口部〜第４開口部に亘って配置して、容易に上部梁材側から斜材上部内にコンクリート等の経時硬化性材料を充填することができる等の効果が得られる。   In addition, a first opening is provided at a predetermined location of the first base plate, a second opening is provided at a predetermined location of the second base plate, and a third opening is provided at a predetermined location below the upper beam member. If a fourth opening is provided at a predetermined position on the upper part of the beam material, an auxiliary member for filling such as a filling guide tube is arranged over the first to fourth openings so that the upper beam can be easily formed. The effect that a time-hardening material such as concrete can be filled into the upper portion of the diagonal member from the material side is obtained.

また、前記第１開口部と、第２開口部と、第３開口部と、第４開口部とは、上下方向に間隔をおいて直列に配置されていると、コンクリート等の経時硬化性材料を充填するための充填用ガイド管等の充填用補助部材を配置する場合に、直列に配置されている各開口部に順次挿入することで容易に配置することができるため、充填用補助部材の配置作業あるいは撤去作業が容易である等の効果が得られる。   In addition, when the first opening, the second opening, the third opening, and the fourth opening are arranged in series at intervals in the vertical direction, a time-curable material such as concrete may be used. When an auxiliary member for filling such as a guide tube for filling is arranged, it can be easily arranged by sequentially inserting each of the openings arranged in series. Effects such as easy arrangement work or removal work can be obtained.

また、前記第１開口部と、第２開口部と、第３開口部と、第４開口部とに亘って、コンクリート等の経時硬化性材料を充填するための充填用ガイド管等の充填用補助部材が設置されていると、充填用補助部材を利用して斜材上部にコンクリート等の経時硬化性材料を充填することができる等の効果が得られる。   Also, for filling a filling guide tube or the like for filling a temporally curable material such as concrete over the first opening, the second opening, the third opening, and the fourth opening. When the auxiliary member is installed, an effect is obtained that, for example, the upper part of the diagonal member can be filled with a time-curable material such as concrete using the auxiliary member for filling.

また、斜材の上部の所定範囲に、コンクリート等の経時硬化性材料が充填されているので、斜材の剛性を高め、構造物延長方向第２連結材に埋設される斜材上部の埋設される部位と埋設されない部位の境界部において、中空とする場合に比べて、急激な剛性変化がおこらないので、剛性変化の影響により応力集中が発生する恐れを回避することができる効果が得られる。   Also, since a predetermined range of the upper part of the diagonal member is filled with a time-hardening material such as concrete, the rigidity of the diagonal member is increased, and the upper part of the diagonal member embedded in the second connecting member in the structure extension direction is embedded. Compared with the case where the space is not hollow, a sudden change in rigidity does not occur at the boundary between the part to be embedded and the part not to be embedded, so that an effect of avoiding the possibility of stress concentration due to the influence of the rigidity change can be obtained.

また、上部梁材の内側の所定箇所には、仕切り型枠が設けられ、仕切り型枠で仕切られた上部梁材の内側空間に、コンクリート等の経時硬化性材料が充填されていると、仕切り板により仕切られた所定範囲に経時硬化性材料を充填して上部梁材の剛性を高め、また、構造物延長方向第１連結材あるいは構造物延長方向第２連結材に埋設される上部梁材の埋設される部位と埋設されない部位の境界部において、中空とする場合に比べて、急激な剛性変化がおこらないので、剛性変化の影響により応力集中が発生する恐れを回避することができる効果が得られる。   In addition, a partition form is provided at a predetermined position inside the upper beam member, and if the space inside the upper beam member partitioned by the partition form is filled with a time-curable material such as concrete, the partition An upper beam material embedded in a structure extension direction first connection material or a structure extension direction second connection material by filling a predetermined range partitioned by a plate with a time-curable material to increase the rigidity of the upper beam material. Compared to the case of hollowing, there is no sudden change in rigidity at the boundary between the part where the material is embedded and the part where it is not embedded, so the effect of avoiding the possibility of stress concentration due to the influence of the rigidity change can be avoided. can get.

なお、前記各実施形態のように支持フレーム５７を備えた水域構造物２８では、土圧や土中水圧または地震力等の外力に対して水底地盤中の前方杭５および矢板壁によって抵抗させる際に、水底地盤の軸方向支持力と横方向支持力の両方を無駄なく活用することができ、また耐圧縮・耐引張り斜材としての斜材３の鉛直線に対する傾斜角を任意に設定して、地盤条件，外力条件等に応じて前方杭５や矢板壁に発生する軸方向力を調整することができ、設計の自由度を向上させることができ、さらに矢板壁の前面に前方杭５および斜材３を密に配置することにより、魚が集まり易いという集魚効果を発揮させることができる。   In addition, in the water body structure 28 provided with the support frame 57 as in each of the above-described embodiments, when the front pile 5 and the sheet pile wall in the bottom of the ground resists external forces such as earth pressure, soil water pressure, or seismic force. In addition, it is possible to utilize both the axial and lateral support forces of the submarine ground without waste, and arbitrarily set the inclination angle with respect to the vertical line of the diagonal member 3 as a compression / tensile resistant diagonal member. The axial force generated on the front pile 5 and the sheet pile wall can be adjusted according to the ground conditions, external force conditions, etc., and the degree of design freedom can be improved. By arranging the diagonal members 3 densely, it is possible to exert a fish collecting effect that fish easily gather.

特に、斜材３の上端部を水底地盤打込部材１に交差する方向に延長する上部梁材７に連結し、前記上部梁材７を水底地盤打込部材１の上部および前方杭５の上部に結合することにより、水域構造物の強度を大きくすることができ、また、斜材３の上部と水底地盤打込部材１の上部との間にせん断力伝達部材３０を設置することにより、水域構造物の強度を大きくすることができる。
特に、実施形態では、埋設結合部材６を水底地盤打ち込み部材１あるいは前方杭または前方鋼管矢板（または、後方杭または後方鋼管矢板）の上部内に配置してコンクリート等の経時硬化性材料２５により埋め込み固定して、剛結合しているので、上部梁材７と水底地盤打ち込み部材１あるいは前方杭または前方鋼管矢板（または、後方杭または後方鋼管矢板）との接合部が強固な剛結合とすることができる。
なお、支持部材８と上部梁材７とを、支保装置９を介して連結することにより、上部梁材７とこれに連結された支持部材８とからなる耐圧縮・耐引張り用の支持フレーム５７を吊上げ運搬する際の形態安定性を高めることができる。 In particular, the upper end portion of the diagonal member 3 is connected to an upper beam member 7 extending in a direction intersecting the submarine ground driving member 1, and the upper beam member 7 is connected to the upper portion of the submarine ground driving member 1 and the upper portion of the front pile 5. The strength of the water body structure can be increased by connecting to the water body, and the shearing force transmission member 30 is installed between the upper part of the diagonal member 3 and the upper part of the submarine ground driving member 1, thereby The strength of the structure can be increased.
In particular, in the embodiment, the embedded coupling member 6 is disposed in the upper portion of the bottom bottom driving member 1 or the front pile or the front steel pipe sheet pile (or the rear pile or the rear steel pipe sheet pile) and embedded with the time-hardening material 25 such as concrete. Since it is fixed and rigidly connected, the joint between the upper beam member 7 and the submerged ground driving member 1 or the front pile or the front steel pipe sheet pile (or the rear pile or the rear steel pipe sheet pile) shall be a strong rigid connection. Can do.
In addition, by connecting the support member 8 and the upper beam member 7 via the support device 9, a support frame 57 for compression / tension resistance comprising the upper beam member 7 and the support member 8 connected thereto. It is possible to improve the form stability when lifting and transporting the container.

なお、本発明を実施する場合、せん断力伝達部材３０としては、縦断面で中実板状部材
以外にも、縦断面で中空箱形部材としてもよい。 In addition, when implementing this invention, as the shearing force transmission member 30, it is good also as a hollow box-shaped member by a longitudinal section other than a solid plate-shaped member by a longitudinal section.

１ 水底地盤打込み部材
２ 水底地盤
３ 斜材
４ 杭挿通用下部筒体
５ 前方杭
５ａ 前方杭
５ｂ 前方杭
６ 埋設結合部材
６ａ 第１埋設結合部材
６ｂ 第２埋設結合部材
６ｃ 第３埋設結合部材
７ 上部梁材
８ 支持部材
９ 支保装置
１０ 支承鋼板
１１ 構造物延長方向第１連結材
１２ 構造物延長方向第２連結材
１３ 斜材側縦補強鋼板
１４ 充填用ガイド管
１５ ストッパ
１６ 筒状囲い
１７ ジベル（ジベル用鋼棒）
１８ 仕切り型枠
１９ グラウト孔
２０ エアー抜き孔
２１ ボルト
２２ エアー抜き用横孔
２３ スペーサー
２４ 振動防止治具
２５ 経時硬化性材料
２６ バンド金具
２７ 支保部材
２８ 水域構造物
２９ 壁体
３０ せん断力伝達部材
３１ グラウト漏洩防止袋
３２ ホース
３３ 床版
３４ 貫通孔
３５ 孔明き鋼板
３６ 孔明き鋼板ジベル
３７ 突出部
３８ ブラケット
３９ つり金具
３９ａ 開口部
４０ 水域構造物
４１ 連結部材
４２ 縦リブ
４３ ベースプレート
４４ 下フランジ
４５ 埋設結合部材
４６ 縦向きフランジ
４７ ボルト・ナット
４８ １次覆工
４８ａ 鉄筋定着用プレート
５０ 護岸構造物
５７ 支持フレーム
６０ 裏埋土
６１ 中間土
５７ 支持フレーム
１００ 第１ベースプレート
１０１ 第２ベースプレート
１１０ 連結鋼板
Ａ 第１連結部
Ｂ 連結部
Ｂ２ 第２連結部
Ｂ３ 第３連結部
Ｋ１ 第１開口部
Ｋ２ 第２開口部
Ｋ３ 第３開口部
Ｋ４ 第４開口部 DESCRIPTION OF SYMBOLS 1 Submerged ground driving member 2 Submerged ground 3 Diagonal material 4 Pile insertion lower cylinder 5 Front pile 5a Front pile 5b Front pile 6 Embedded coupling member 6a First embedded coupling member 6b Second embedded coupling member 6c Third embedded coupling member 7 Upper beam member 8 Support member 9 Supporting device 10 Bearing steel plate 11 Structure extension direction first connecting member 12 Structure extension direction second connecting member 13 Diagonal member side longitudinal reinforcing steel plate 14 Filling guide tube 15 Stopper 16 Cylindrical enclosure 17 Divell (Steel bar for gibber)
18 Partition Form 19 Grout Hole 20 Air Vent Hole 21 Bolt 22 Air Vent Side Hole 23 Spacer 24 Vibration Prevention Jig 25 Time Curing Material 26 Band Bracket 27 Support Member 28 Water Structure 29 Wall 30 Shear Force Transmitting Member 31 Grout leakage prevention bag 32 Hose 33 Floor slab 34 Through hole 35 Perforated steel plate 36 Perforated steel plate gibber 37 Protruding portion 38 Bracket 39 Mounting bracket 39a Opening portion 40 Water body structure 41 Connecting member 42 Vertical rib 43 Base plate 44 Lower flange 45 Embedded connection Member 46 Longitudinal flange 47 Bolt / nut 48 Primary lining 48a Reinforcing bar fixing plate 50 Seawall structure 57 Support frame 60 Backfill 61 Intermediate soil 57 Support frame 100 First base plate 101 Second base plate 110 Connecting steel plate A First Connecting part B Connecting part B2 Second series Part B3 third connecting portion K1 first opening K2 second opening K3 third opening K4 fourth opening

Claims (21)

多数の水底地盤打込み部材（１）が適宜間隔を隔てた状態で水底地盤（２）に打設され、前記水底地盤打込み部材（１）の上部から水底地盤（２）に向って斜め下向きに延長する多数の斜材（３）の上端部が、前記水底地盤打込み部材（１）に交差する方向に延長する中空鋼製部材からなる多数の上部梁材（７）にそれぞれ連結されて第１連結部（Ａ）を形成し、前記斜材（３）の下端部に杭挿通用下部筒体（４）が連結されて支持部材（８）が構成され、適宜間隔を隔てて配置されて水底地盤（２）に打設された多数の前方杭（５）に、それぞれ支持部材（８）における杭挿通用下部筒体（４）が挿入されて連結され、前記上部梁材（７）が水底地盤打込み部材（１）の上部および前方杭（５）の上部に連結されていることを特徴とする水底地盤打込み部材を用いた水域構造物。   A large number of submerged ground driving members (1) are placed on the submarine ground (2) at appropriate intervals, and extend obliquely downward from the upper part of the submarine ground driving member (1) toward the submarine ground (2). The upper ends of the multiple diagonal members (3) are connected to the multiple upper beam members (7) made of hollow steel members extending in the direction intersecting the submarine ground driving member (1), respectively. A support member (8) is formed by forming a portion (A), and a lower cylindrical body (4) for pile insertion is connected to the lower end of the diagonal member (3), and is arranged at an appropriate interval, A plurality of forward piles (5) placed in (2) are connected to each other by inserting a pile insertion lower cylindrical body (4) in the support member (8), and the upper beam member (7) is connected to the water bottom ground. Water connected to the upper part of the driving member (1) and the upper part of the front pile (5) Water structure using the ground implantation member. 前記上部梁材（７）は、中空円形鋼管あるいは部材軸方向に直角な断面における角部が断面円弧状または面取りされている中空角形鋼管であることを特徴とする請求項１に記載の水底地盤打込み部材を用いた水域構造物。   2. The water bottom ground according to claim 1, wherein the upper beam member (7) is a hollow circular steel pipe or a hollow square steel pipe whose corners in a cross section perpendicular to the axial direction of the member are arc-shaped or chamfered in cross section. A water structure using a driving member. 前記斜材（３）が、中空円形鋼管であることを特徴とする請求項１または２に記載の水底地盤打込み部材を用いた水域構造物。   The water body structure using the submerged ground driving member according to claim 1 or 2, wherein the diagonal member (3) is a hollow circular steel pipe. 前記上部梁材（７）の下方部に位置する第１ベースプレート（１００）と上部梁材（７）の下部とは、上部梁材（７）の長手方向に配置された複数の連結鋼板（１１０）と溶接により連結され、斜材（３）の上端部は第２ベースプレート（１０１）と溶接により連結され、前記第１ベースプレート（１００）と第２ベースプレート（１０１）とは、ボルト等の機械的手段により連結されて第１連結部（Ａ）が形成されていることを特徴とする請求項１〜３のいずれか１項に記載の水底地盤打込み部材を用いた水域構造物。   The first base plate (100) positioned at the lower part of the upper beam member (7) and the lower part of the upper beam member (7) are a plurality of connecting steel plates (110) arranged in the longitudinal direction of the upper beam member (7). And the upper end of the diagonal member (3) is connected to the second base plate (101) by welding, and the first base plate (100) and the second base plate (101) are mechanical such as bolts. The water structure using the submerged ground driving member according to any one of claims 1 to 3, wherein the first connecting portion (A) is formed by being connected by means. 第２ベースプレート（１０１）の幅を第１ベースプレート（１００）の幅よりも若干大きくして、第１ベースプレート（１００）が第２ベースプレート（１０１）の上面に溶接されていることを特徴とする請求項４に記載の水底地盤打込み部材を用いた水域構造物。   The width of the second base plate (101) is slightly larger than the width of the first base plate (100), and the first base plate (100) is welded to the upper surface of the second base plate (101). An aquatic structure using the submerged ground driving member according to Item 4. 上部梁材（７）の下方部に位置する第１ベースプレート（１００）と上部梁材（７）の下部とは、上部梁材（７）の長手方向に配置された複数の連結鋼板（１１０）と溶接により連結され、斜材（３）の上端部は第２ベースプレート（１０１）と溶接により連結され、第２ベースプレート（１０１）の幅を第１ベースプレート（１００）の幅よりも若干大きくして、第１ベースプレート（１００）は第２ベースプレート（１０１）の上面に溶接されることにより連結されて第１連結部（Ａ）が形成されていることを特徴とする請求項１〜３のいずれか１項に記載の水底地盤打込み部材を用いた水域構造物。   The first base plate (100) located below the upper beam member (7) and the lower part of the upper beam member (7) are a plurality of connecting steel plates (110) arranged in the longitudinal direction of the upper beam member (7). The upper end of the diagonal member (3) is connected to the second base plate (101) by welding, and the width of the second base plate (101) is slightly larger than the width of the first base plate (100). The first base plate (100) is connected to the upper surface of the second base plate (101) by welding to form a first connecting portion (A). A water structure using the submerged ground driving member according to item 1. 連結鋼板（１１０）の所定箇所に所定形状の開口部を所定個数設けていることを特徴とする請求項４〜６のいずれか１項に記載の水底地盤打込み部材を用いた水域構造物。   The water area structure using the submarine ground driving member according to any one of claims 4 to 6, wherein a predetermined number of openings having a predetermined shape are provided at predetermined positions of the connecting steel plate (110). 斜材（３）の上部と第２ベースプレート（１０１）には、斜材側縦補強鋼板（１３）が溶接接合されていることを特徴とする請求項４〜７のいずれか１項に記載の水底地盤打込み部材を用いた水域構造物。   The diagonal member side longitudinal reinforcing steel plate (13) is welded and joined to the upper part of the diagonal member (3) and the second base plate (101), according to any one of claims 4 to 7. Water area structure using submerged ground driving member. 前記上部梁材（７）が水底地盤打込み部材（１）の上部および前方杭（５）の上部に連結されて連結部（Ｂ）を形成していることを特徴とする請求項１〜８のいずれか１項に記載の水底地盤打込み部材を用いた水域構造物。   The said upper beam material (7) is connected with the upper part of a submarine ground driving member (1), and the upper part of a front pile (5), and forms the connection part (B). An aquatic structure using the submerged ground driving member according to any one of the above. 中空柱状部材からなる前方杭（５）の頭部に対応する位置における上部梁材（７）には
、縦向きに配置された所定長さの中空鋼管の基端部が溶接接合されて埋設結合部材（６）が形成され、前記埋設結合部材（６）は、前記前方杭（５）の上部に内挿され、前記前方杭（５）の上部所定範囲に、前記埋設結合部材（６）を埋め込むようにコンクリートなどの経時硬化性材料が充填されて第２連結部（Ｂ２）が形成されていることを特徴とする請求項１に記載の水底地盤打込み部材を用いた水域構造物。 The upper beam member (7) at a position corresponding to the head of the front pile (5) made of a hollow columnar member is welded to the base end portion of a hollow steel pipe of a predetermined length arranged in a vertical direction, and is embedded and bonded. A member (6) is formed, the embedded coupling member (6) is inserted into the upper portion of the front pile (5), and the embedded coupling member (6) is placed in a predetermined upper range of the front pile (5). The water structure using the submerged ground driving member according to claim 1, wherein a second linking part (B2) is formed by being filled with a time-curable material such as concrete so as to be embedded. 中空柱状部材からなる前方杭（５）の頭部に対応する位置において、縦向きに配置された所定長さの中空鋼管からなる埋設結合部材（６）の下方部が前記前方杭（５）の上部に内挿され、前記埋設結合部材（６）の上部が前記前方杭（５）よりも突出して突出部（３７）を形成し、前記突出部（３７）の側面に、上部梁材（７）の一端が溶接接合され、前記前方杭（５）の上部所定範囲に、前記埋設結合部材（６）を埋め込むようにコンクリートなどの経時硬化性材料が充填されて第２連結部（Ｂ２）が形成されていることを特徴とする請求項９に記載の水底地盤打込み部材を用いた水域構造物。   At a position corresponding to the head of the front pile (5) made of a hollow columnar member, the lower part of the embedded coupling member (6) made of a hollow steel pipe having a predetermined length arranged in the vertical direction is the front pile (5). The upper part of the embedded coupling member (6) protrudes from the front pile (5) to form a protrusion (37), and an upper beam member (7) is formed on the side surface of the protrusion (37). ) Is weld-joined, and the second connecting portion (B2) is filled with a time-curable material such as concrete so as to embed the embedded coupling member (6) in a predetermined upper range of the front pile (5). The water structure using the submarine ground driving member according to claim 9, wherein the water structure is formed. 前記埋設結合部材（６）の所定箇所には所定形状の開口部が所定個数設けられてジベルを形成し、ジベル付きの埋設結合部材（６）とされていることを特徴とする請求項１０または１１に記載の水底地盤打込み部材を用いた水域構造物。   A predetermined number of openings having a predetermined shape are provided at predetermined positions of the embedded coupling member (6) to form a diver, and the embedded coupling member (6) is provided with a bevel. A water structure using the submerged ground driving member according to claim 11. 孔明き鋼板（３５）が埋設結合部材（６）の所定箇所に溶接接合されて孔明き鋼板ジベル付きの埋設結合部材（６）とされていることを特徴とする請求項１０〜１２のいずれか１項に記載の水底地盤打込み部材を用いた水域構造物。   The perforated steel plate (35) is welded and joined to a predetermined location of the embedded coupling member (6) to form an embedded coupling member (6) with a perforated steel plate gibber. A water structure using the submerged ground driving member according to item 1. 孔明き鋼板（３５）が埋設結合部材（６）の外側に設けられて、孔明き鋼板（３５）が、水底地盤打込み部材あるいは前方杭における鋼管に対して、スペーサーあるいは間隔保持材としても機能していることを特徴とする請求項１３に記載の水底地盤打込み部材を用いた水域構造物。   A perforated steel plate (35) is provided on the outside of the embedded coupling member (6), and the perforated steel plate (35) also functions as a spacer or spacing retainer for the water bottom ground driving member or the steel pipe in the front pile. The water structure using the submerged ground driving member according to claim 13. 構造物延長方向に多数配設された中空柱状部材からなる前方杭（５）の上部は、鉄筋コンクリートあるいは経時硬化性材料からなる構造物延長方向第１連結材（１１）により連結されていることを特徴とする請求項１〜１４のいずれか１項に記載の水底地盤打込み部材を用いた水域構造物。   The upper part of the front pile (5) made of a plurality of hollow columnar members arranged in the structure extension direction is connected by a structure extension direction first connection material (11) made of reinforced concrete or a time-hardening material. The water structure using the submerged ground driving member according to any one of claims 1 to 14. 構造物延長方向に多数配設された水底地盤打ち込み部材（１）の上部と上部梁材（７）との第３連結部（Ｂ３）と、上部梁材（７）と斜材（３）との第１連結部（Ａ）とは、これらを埋め込むように設けられる鉄筋コンクリートあるいは経時硬化性材料からなる構造物延長方向第２連結材（１２）により連結されていることを特徴とする請求項１〜１５のいずれか１項に記載の水底地盤打込み部材を用いた水域構造物。   A third connecting portion (B3) between the upper part of the submerged ground driving member (1) and the upper beam member (7) arranged in the structure extension direction, the upper beam member (7) and the diagonal member (3); The first connection part (A) is connected by a structure extension direction second connection material (12) made of reinforced concrete or a time-hardening material so as to be embedded therein. A water structure using the submerged ground driving member according to any one of -15. 第１ベースプレート（１００）の所定箇所に第１開口部（Ｋ１）が設けられ、第２ベースプレート（１０１）の所定箇所に第２開口部（Ｋ２）が設けられ、上部梁材（７）の下部の所定箇所に第３開口部（Ｋ３）が設けられ、上部梁材７の上部に所定箇所に第４開口部（Ｋ４）が設けられていることを特徴とする請求項４〜請求項１６に記載の水底地盤打込み部材を用いた水域構造物。   A first opening (K1) is provided at a predetermined location of the first base plate (100), a second opening (K2) is provided at a predetermined location of the second base plate (101), and a lower portion of the upper beam member (7). A third opening (K3) is provided at a predetermined position of the upper beam member 7, and a fourth opening (K4) is provided at a predetermined position above the upper beam member 7. An aquatic structure using the described submarine ground driving member. 前記第１開口部（Ｋ１）と、第２開口部（Ｋ２）と、第３開口部（Ｋ３）と、第４開口部（Ｋ４）とは、上下方向に間隔をおいて直列に配置されていることを特徴とする請求項１７に記載の水底地盤打込み部材を用いた水域構造物。   The first opening (K1), the second opening (K2), the third opening (K3), and the fourth opening (K4) are arranged in series at intervals in the vertical direction. The water structure using the submerged ground driving member according to claim 17. 前記第１開口部（Ｋ１）と、第２開口部（Ｋ２）と、第３開口部（Ｋ３）と、第４開口部（Ｋ４）とに亘って、コンクリート等経時硬化性材料を充填するためのコンクリート充
填用ガイド管等の充填用補助部材（１４）が設置されていることを特徴とする請求項１７または１８に記載の水底地盤打込み部材を用いた水域構造物。 To fill the first opening (K1), the second opening (K2), the third opening (K3), and the fourth opening (K4) with a time-curable material such as concrete. 19. A water structure using a submerged ground driving member according to claim 17 or 18, wherein a filling auxiliary member (14) such as a concrete filling guide tube is installed. 斜材の上部内側に底型枠が設けられて、斜材の上部の所定範囲に経時硬化性材料が充填されていることを特徴とする請求項１〜１９のいずれか１項に記載の水底地盤打込み部材を用いた水域構造物。   The bottom of water according to any one of claims 1 to 19, wherein a bottom mold is provided on the inside of the diagonal member, and a time-curable material is filled in a predetermined range of the upper portion of the diagonal member. A body of water structure using ground driving members. 上部梁材（７）の内側の所定箇所には、仕切り型枠が設けられ、仕切り型枠で仕切られた上部梁材（７）の内側空間に、コンクリート等の経時硬化性材料が充填されていることを特徴とする請求項１〜２０に記載の水底地盤打込み部材を用いた水域構造物。   A partition form is provided at a predetermined position inside the upper beam member (7), and the inner space of the upper beam member (7) partitioned by the partition form is filled with a time-curable material such as concrete. The water structure using the submerged ground driving member according to claim 1.
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CN105421468A (en) * 2015-11-24 2016-03-23 叶长青 Basement support without concrete diagonal brace
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CN113186889A (en) * 2021-02-02 2021-07-30 中国海洋大学 Combined pile plate structure for reinforcing and protecting artificial island reef and construction method thereof
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JP2015117551A (en) * 2013-12-19 2015-06-25 大地 山下 Tip member of filling pipe for earth retaining work, and earth retaining method
JP2017014857A (en) * 2015-07-06 2017-01-19 清水建設株式会社 Seismic strengthening structure and seismic strengthening method
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CN113186889A (en) * 2021-02-02 2021-07-30 中国海洋大学 Combined pile plate structure for reinforcing and protecting artificial island reef and construction method thereof
JP7489350B2 (en) 2021-04-20 2024-05-23 Ｊｆｅスチール株式会社 Improvement structure and method of existing wharf
RU2794790C1 (en) * 2022-09-14 2023-04-25 Общество с ограниченной ответственностью ТРУБОШПУНТ ИНЖИНИРИНГ Berth and method of its construction
CN115450169A (en) * 2022-09-15 2022-12-09 中国电建集团成都勘测设计研究院有限公司 River bank protection considering sewage intercepting pipeline arrangement and construction method thereof
CN115450169B (en) * 2022-09-15 2024-01-23 中国电建集团成都勘测设计研究院有限公司 River course revetment considering sewage interception pipeline layout and construction method thereof

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