JP3136436U - Soft ground displacement follow-up type elastic joint - Google Patents

Soft ground displacement follow-up type elastic joint Download PDF

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JP3136436U
JP3136436U JP2007006318U JP2007006318U JP3136436U JP 3136436 U JP3136436 U JP 3136436U JP 2007006318 U JP2007006318 U JP 2007006318U JP 2007006318 U JP2007006318 U JP 2007006318U JP 3136436 U JP3136436 U JP 3136436U
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stopper
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water
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嘉朗 藤本
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株式会社ネオセルコ
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Abstract

【課題】 軽量小型で工場内組立加工が可能で施工性に優れ、且つ、目視確認しながら人力施工出来る為、確実、且つ、安全に施工出来、且つ、作業性・安全性・経済性に優れた軟弱地盤変位追従型弾性継手を開発・提供する事にある。
【解決手段】 ストッパーブラケットと、プリセット継手と、土砂侵入防止用目地材から成り、且つ、取付施工時は対向接続するそれぞれのボックス函体端面の内周溝部に、複数の係止部材部を埋設し、且つ、該係止部材部にストッパーブラケットをそれぞれ固着し、且つ、対向する複数のストッパーブラケットとストッパーブラケット間に、予め環境条件や地盤変位量等の調査データーに基づいて条件設定されたプリセット継手をそれぞれ溶着し、且つ、ボックス函体とボックス函体間の隙間外周部に土砂侵入防止用目地材を挟着し、複数のボックス函体を連接して設ける事で、軟弱地盤の変位追従や止水対策を可能にしたもの。
【選択図】 図6
PROBLEM TO BE SOLVED: Because it is lightweight and compact, can be assembled in a factory, has excellent workability, and can be manually constructed while visually checking, so it can be reliably and safely constructed, and it has excellent workability, safety and economy. To develop and provide soft ground displacement follow-up type elastic joints.
[MEANS FOR SOLVING PROBLEMS] A plurality of locking member portions are embedded in inner peripheral groove portions of end faces of respective box cases which are composed of a stopper bracket, a preset joint, and a joint material for preventing invasion of earth and sand and which are connected to each other at the time of installation. In addition, a stopper bracket is fixed to each of the locking member portions, and a preset is set between a plurality of opposing stopper brackets and the stopper bracket in advance based on survey data such as environmental conditions and ground displacement. Displacement tracking of soft ground by welding joints and sandwiching joint material for prevention of earth and sand intrusion around the outer periphery of the gap between the box box and connecting multiple box boxes And water stop measures.
[Selection] Figure 6

Description

この考案は、軟弱地盤上に建設される地中埋設のボックス函体を、柔構造として地盤沈下に追従させる為の軟弱地盤変位追従型弾性継手に関するものである。   The present invention relates to a soft ground displacement follow-up type elastic joint for allowing a buried underground box box to be constructed on soft ground to follow ground subsidence as a flexible structure.

従来の継手方式には、カラー継手を採用した剛構造継手と、可撓継手を採用した柔構造継手の2種類が有るが、柔構造継手を必要とする工事の殆どが、可撓継手を採用しているというのが現状である。その理由として、カラー継手の場合は、1箇所当たりの工事費は安価で、施工性に優れているが、継手の変形能力(開口・目違い・折れ角)が可撓継手に比べて小さく、又、開口の拘束が出来ない為、継手材及び止水板が破断する事が有り、目違いは許容出来ない。   There are two types of conventional joint methods: rigid joints that employ color joints and flexible joints that employ flexible joints, but most constructions that require flexible joints employ flexible joints. The current situation is that The reason for this is that in the case of a color joint, the construction cost per place is low and the workability is excellent, but the deformation capacity of the joint (opening, misalignment, bending angle) is smaller than that of the flexible joint, Moreover, since the opening cannot be restrained, the joint material and the water stop plate may be broken, and a mistake is unacceptable.

又、可撓継手の場合、1箇所当たりの工事費は高価で、継手の変形能力(開口・目違い・折れ角)がカラー継手に比べて大きく、柔構造継手としての実績は最も多く、安全性において、水圧に対しては保証されているが、土圧に対しては保証されていない。   In the case of flexible joints, the construction cost per place is expensive, the deformation capacity of the joints (opening, misalignment, bending angle) is larger than that of color joints, and the results of flexible structure joints are the most. In terms of nature, it is guaranteed against water pressure, but not against earth pressure.

又、現在これらの問題を解消すべく弾性継手の開発が望まれているが、プレキャスト函体に弾性継手方式を採用する場合、ブロック函体間の縦締め(緊張力)により接合部が一体化し、函軸撓み性が期待出来ないという問題がある。又、国土交通省の試行工事として、プレキャスト函体に弾性継手方式が試験的に採用されているが実用化には至っていない。この原因として、プレキャスト函体を一括緊張(全スパン緊張)する場合、底面摩擦力により緊張力がスパン中央付近の函体まで十分に伝達されず、長スパンの函体の場合には、函体間に挟んだゴム材が十分に圧縮されず水密性に課題を残している。又、場所打ち函体での弾性継手は、実用の目途が立っていないというのが現状である。   In addition, development of elastic joints is currently desired to solve these problems, but when the elastic joint method is adopted for the precast box, the joints are integrated by vertical tightening (tension force) between the block boxes. There is a problem that the flexibility of the box cannot be expected. Moreover, as a trial construction by the Ministry of Land, Infrastructure, Transport and Tourism, an elastic joint method has been experimentally adopted for a precast box, but it has not been put into practical use. As a cause of this, when the precast box is tensioned all at once (all span tension), the tension force is not sufficiently transmitted to the box near the center of the span due to the bottom frictional force. The rubber material sandwiched between them is not sufficiently compressed, leaving a problem in water tightness. Moreover, the present situation is that the practical use of the elastic joint in a cast-in-place body is not conspicuous.

これまでに出願されている、函体継手の特許文献を参考の為、紹介する。(特許文献1〜3参照。)
特開平8−253926 特開平8−253927 特開平8−253928
For reference, the patent documents of box joints filed so far will be introduced. (See Patent Documents 1 to 3.)
JP-A-8-253926 JP-A-8-253927 JP-A-8-253928

そこで、上記課題を解決する為に、この考案は軽量小型で工場内組立加工が可能な為、施工性に優れ、且つ、目視確認しながら人力施工出来る為、確実、且つ、安全に施工出来、且つ、作業性・安全性・経済性に優れた軟弱地盤変位追従型弾性継手を開発・提供する事にある。   So, in order to solve the above problems, this device is lightweight and compact and can be assembled in the factory, so it is excellent in workability, and can be constructed manually while visually checking, so it can be reliably and safely constructed. In addition, it is to develop and provide a soft ground displacement follow-up type elastic joint that is excellent in workability, safety and economy.

この課題を解決する為の手段として、止水用弾性継手は、ボックス函体とボックス函体間の内周溝部の複数箇所に複数のアンカーボルト・ナット・ワッシャー等の係止部材でそれぞれ螺着して設けたストッパーブラケットと、角フランジ形状に形成した二枚の鋼製枠と鋼製枠間に一枚の緩衝兼止水用継手を重合組み合わせて設け、且つ、該鋼製枠の左右両外面に円筒形状の弾性部材をそれぞれ挟着し、且つ、ボルト・ナット・ワッシャー等の係止部材で複数箇所にそれぞれ縫着して設けたプリセット継手と、ボックス函体とボックス函体間の隙間外周部に挟着して設けた土砂侵入防止用目地材から成り、且つ、取付施工時は対向接続するそれぞれのボックス函体端面の内周溝部に、複数のアンカーボルト・ナット・ワッシャー等の係止部材部を埋設し、且つ、該係止部材部にストッパーブラケットをそれぞれ固着し、且つ、対向する複数のストッパーブラケットとストッパーブラケット間に、予め環境条件や地盤変位量等を調査し、解析データーに基づいて締付力を条件設定されたプリセット継手をそれぞれ溶着し、且つ、ボックス函体とボックス函体間の隙間外周部に土砂侵入防止用目地材を挟着し、複数のボックス函体を連接して設ける事で、軟弱地盤の変位追従や止水対策を可能にして設けたものである。   As a means for solving this problem, the water stop elastic joint is screwed into a plurality of locations in the inner peripheral groove between the box box and a plurality of locking members such as anchor bolts, nuts and washers. A stopper bracket, two steel frames formed in the shape of a square flange, and a buffer / water stop joint between the steel frames in a polymerized combination, and both the left and right sides of the steel frame Preset joints provided with cylindrical elastic members on the outer surface and sewn at multiple locations with locking members such as bolts, nuts, and washers, and the gap between the box box and box box It consists of joint material to prevent invasion of earth and sand that is sandwiched between the outer peripheral parts, and in the installation work, engagement of multiple anchor bolts, nuts, washers, etc. in the inner peripheral groove part of each box box end face that is connected to each other. Stop part The stopper brackets are buried and fixed to the locking members, and the environmental conditions and ground displacement are investigated in advance between the opposing stopper brackets and the stopper brackets, and tightened based on the analysis data. Welding preset joints with conditions of applied force, and attaching joint material for prevention of earth and sand intrusion to the outer periphery of the gap between the box box and connecting multiple box boxes Therefore, it is provided to enable displacement tracking and water stoppage measures for soft ground.

又、非止水用弾性継手は、ボックス函体とボックス函体間の内周溝部の複数箇所に複数のアンカーボルト・ナット・ワッシャー等の係止部材でそれぞれ螺着して設けたストッパーブラケットと、対向する複数箇所のストッパーブラケットとストッパーブラケット間と左右両側面部に円筒形状の弾性部材をそれぞれ挟着し、且つ、ボルト・ナット・ワッシャー等の係止部材で複数箇所にそれぞれ縫着して設け、且つ、対向して螺着する複数のストッパーブラケット裏面部周囲に挟着して設ける止水板と、ボックス函体とボックス函体間の隙間外周部に挟着して設けた土砂侵入防止用目地材から成り、且つ、取付施工時は対向接続するそれぞれのボックス函体端面の内周溝部に、複数のアンカーボルト・ナット・ワッシャー等の係止部材部を埋設し、且つ、該係止部材部に止水板とストッパーブラケットをそれぞれ重合して固着し、且つ、対向する複数のストッパーブラケットとストッパーブラケット間とに、左右両側面部に円筒形状の弾性部材をそれぞれ挟着し、且つ、ボルト・ナット・ワッシャー等の係止部材で複数箇所にそれぞれ縫着して設け、且つ、ボックス函体とボックス函体間の隙間外周部に土砂侵入防止用目地材を挟着し、複数のボックス函体を連接して設ける事で、軟弱地盤の変位追従や止水対策を可能にして設けたものである。   In addition, the non-water-stop elastic joint includes a stopper bracket provided by screwing a plurality of locking members such as anchor bolts, nuts and washers at a plurality of locations in the inner peripheral groove between the box case and the box case.・ Cylinder-shaped elastic members are sandwiched between the opposing stopper brackets and between the stopper brackets, and on the left and right sides, and are sewn at multiple locations with locking members such as bolts, nuts, and washers. In addition, a water stop plate provided by being sandwiched around the back surface of a plurality of stopper brackets that are screwed to face each other, and for prevention of earth and sand intrusion provided by being sandwiched between outer peripheral portions of a gap between the box case and the box case A plurality of anchoring members such as anchor bolts, nuts, washers, etc. are embedded in the inner peripheral groove of each box box end face that consists of joint material and is connected to each other during installation. In addition, a water stop plate and a stopper bracket are respectively superposed and fixed to the locking member portion, and cylindrical elastic members are sandwiched between left and right side surfaces between a plurality of opposing stopper brackets and the stopper bracket. It is attached to the outer periphery of the gap between the box box and a joint material for preventing invasion of earth and sand. In addition, by providing a plurality of box boxes connected to each other, displacement follow-up of soft ground and measures against water stoppage are made possible.

この考案の効果として、軟弱地盤変位追従型弾性継手を巻き立てカラーに採用すると、開口を許容範囲内に制限する事が出来、継手材及び止水板の破断を防止する事が出来、又、更に既成の耐圧ゴムカラー継手を組み合わせて使用すれば、可撓継手に相当する変形能力が確保出来、可撓継手に採用すると、過大な継手変形(開口・目違い・折れ角)を許容範囲内に制限する事が出来、通水機能の確保に寄与出来る。そして、更に場所打ち函体に採用すると、場所打ち函体の弾性継手の施工が可能となり、又、プレキャスト函体に採用すると、縦締め工程が不要と成る為、工期短縮及び経済効果が期待出来、施工性や安全性や維持管理等、極めて有益なる効果を奏するものである。   As an effect of this device, when a soft ground displacement follow-up type elastic joint is adopted for the winding collar, the opening can be limited to an allowable range, and the joint material and the water stop plate can be prevented from being broken. Furthermore, when used in combination with existing pressure-resistant rubber collar joints, the deformation capability equivalent to flexible joints can be secured, and when used in flexible joints, excessive joint deformation (opening, misalignment, bending angle) is within the allowable range. It is possible to limit the water supply function and contribute to securing the water flow function. Furthermore, if it is used in a cast-in-place box, it is possible to construct an elastic joint of the cast-in-place box, and if it is used in a precast box, a vertical tightening process is not required, so a shortening of the construction period and economic effects can be expected. It has very beneficial effects such as workability, safety and maintenance.

この考案の最良の形態として、プリセット継手の締付力の設定は、環境条件や地盤変位量等の調査データーに基づいた最適なプリセット荷重値を算出し、且つ、最適な弾性部材の材料選定を行うと共に、部品の共通化や軽量化によるコスト低減や品質の向上を図る事が重要である。   As the best mode of this device, the setting force of the preset joint is calculated by calculating the optimal preset load value based on the survey data such as environmental conditions and ground displacement, and selecting the optimal elastic member material. At the same time, it is important to reduce costs and improve quality by sharing parts and reducing weight.

そこで、この考案の一実施例を図1〜図6に基づいて詳述すると、柔構造樋門ボックス函体や道路横断用ボックス管渠や弾性接合を有する構造物等に広く使用され、且つ、軟弱地盤上に建設される地中埋設の複数の所定長さ(L)のボックス函体を水平方向に連接する止水用弾性継手において、該弾性継手はボックス函体(BO)とボックス函体(BO)間の内周溝部(BOa)の複数箇所に複数のアンカーボルト(AB)・ナット(N)・ワッシャー(W)等の係止部材でそれぞれ螺着して設けたストッパーブラケット(1)と、角フランジ形状に形成した二枚の鋼製枠(2)と鋼製枠(2)間に一枚の緩衝兼止水用継手(3)を重合組み合わせて設け、且つ、該鋼製枠の左右両外面に円筒形状の弾性部材(4)(4)をそれぞれ挟着し、且つ、ボルト(B)・ナット(N)・ワッシャー(W)等の係止部材で複数箇所にそれぞれ縫着して設けたプリセット継手と、ボックス函体(BO)とボックス函体(BO)間の隙間外周部に挟着して設けた土砂侵入防止用目地材(6)から成り、且つ、取付施工時は対向接続するそれぞれのボックス函体(BO)端面の内周溝部(BOa)に、複数のアンカーボルト(AB)・ナット(N)・ワッシャー(W)等の係止部材部を埋設し、且つ、該係止部材部にストッパーブラケット(1)をそれぞれ固着し、且つ、対向する複数のストッパーブラケット(1)とストッパーブラケット(1)間に、予め環境条件や地盤変位量等を調査し、解析データーに基づいて締付力を条件設定されたプリセット継手をそれぞれ溶着し、且つ、ボックス函体(BO)とボックス函体(BO)間の隙間外周部に土砂侵入防止用目地材(6)を挟着し、複数のボックス函体(BO)を連接して設ける事で、軟弱地盤の変位追従や止水対策を可能にして設けた事を特徴とする軟弱地盤変位追従型弾性継手から構成される。   Therefore, when one embodiment of the present invention is described in detail with reference to FIGS. 1 to 6, it is widely used in flexible structure lock box boxes, road crossing box pipes, structures having elastic joints, and the like, and A water-stopping elastic joint for connecting a plurality of underground boxes of a predetermined length (L) buried on soft ground in the horizontal direction, the elastic joints being a box box (BO) and a box box Stopper bracket (1) provided by screwing with a plurality of locking members such as a plurality of anchor bolts (AB), nuts (N), and washers (W) at a plurality of locations in the inner peripheral groove (BOa) between (BO) And a steel buffer (2) formed in the shape of a square flange and a steel frame (2) provided with a single buffer / water stop joint (3) in a polymerized combination, and the steel frame Cylindrical elastic members (4) and (4) are respectively sandwiched between the left and right outer surfaces of One between the box joint (BO) and the box box (BO), and the preset joints that are sewn at multiple locations with locking members such as bolts (B), nuts (N), and washers (W). In the inner peripheral groove (BOa) of each box box (BO) end face, which is composed of a joint material (6) for preventing invasion of earth and sand provided by being sandwiched between the outer peripheral parts of A plurality of anchoring member portions such as a plurality of anchor bolts (AB), nuts (N), and washers (W) are embedded, and a stopper bracket (1) is fixed to each of the retaining member portions, and a plurality of opposing members are opposed to each other. Between the stopper bracket (1) and the stopper bracket (1), inspecting environmental conditions and ground displacement in advance, and welding the preset joints with the tightening force set on the basis of the analysis data. Box Displacement of soft ground by sandwiching a joint material (6) for preventing invasion of earth and sand at the outer periphery of the gap between (BO) and box box (BO) and connecting a plurality of box boxes (BO). It consists of a soft ground displacement follow-up type elastic joint, which is characterized by being able to follow and stop water.

最初に、複数のボックス函体(BO)を軟弱地に連設した時の拘束条件及び構造上の得失について述べると、図1(A)は正規の無負荷状態時を示し、図1(B)はボックス函体(BO)が自重及び負荷荷重により湾曲状態に折れ曲がった状態を示し、図1(C)は連設部の拡大詳細図を示す。そして、可撓継手の場合、開口(X)部や目違い(Y)や折れ角(Z)が拘束されない場合、継手の変形能力が大きく、函体間の断面力が伝達されないという利点は有るが、変形量が大きくなると、通水機能の確保に支障が生じる。又、継手に破断が生じる等の問題が発生する。従って、これらの問題を解消する為に、本考案である軟弱地盤変位追従型弾性継手が考案されたもので、下記に詳細説明する。   First, a constraint condition and a structural advantage when a plurality of box boxes (BO) are connected to a soft ground will be described. FIG. 1 (A) shows a normal unloaded state, and FIG. ) Shows a state in which the box body (BO) is bent into a curved state due to its own weight and load, and FIG. 1 (C) shows an enlarged detailed view of the connecting portion. And in the case of a flexible joint, when the opening (X) part, the difference (Y) and the bending angle (Z) are not constrained, there is an advantage that the deformability of the joint is large and the cross-sectional force between the boxes is not transmitted. However, if the amount of deformation increases, it will hinder the water flow function. In addition, problems such as breakage of the joint occur. Therefore, in order to solve these problems, the soft ground displacement follow-up type elastic joint of the present invention has been devised, which will be described in detail below.

まず、ボックス函体はプレキャストボックス函体と、場所打ちボックス函体が有るが、前者のプレキャストボックス函体の場合の弾性継手の取付作業手順について、概要を説明すると、まず、プレキャストボックス函体を工場から現地へ搬送し、現地においてアンカーボルト埋設用の孔を穿孔し、アンカーボルトをその孔の中に埋設する。そして、第一ボックス函体を据え付け、予め工場でプリセットされた三枚重合の角フランジ形状に形成した継手をボックス函体の端面内周部の複数箇所に螺着固定したストッパーブラケット(1)端面部に溶接で溶着して固定する。そして、今度は対向側に第二ボックス函体を据え付け、上記と同様の手順で複数のアンカーボルトの埋設とストッパーブラケット(1)を螺着し、プリセット継手を溶着して複数のボックス函体を連接していく。尚、上記の場所打ち函体の場合は、現地でボックス函体を築造する為、穿孔しなくてもアンカーボルトの埋設が出来る。又、函体の輸送が不要なので狭小な場所で施工が出来る。又、作業工程は長くなるがコスト的には割安と成る。従って、本考案の軟弱地盤変位追従型弾性継手を狭小な場所での場所打ち函体に採用すると、場所打ち函体の弾性継手の施工が可能となり、又、プレキャストボックス函体に採用すると、縦締め工程が不要と成り、工期短縮及び経済効果が期待出来る。   First, there are two types of box boxes: precast box box and cast-in-box box. The outline of the procedure for attaching the elastic joint in the case of the former precast box box will be explained. It is transported from the factory to the site, and a hole for embedding the anchor bolt is drilled in the site, and the anchor bolt is embedded in the hole. Stopper bracket (1) end face where the first box box is installed and joints formed in a three-layered square flange shape preset in the factory in advance are screwed and fixed to a plurality of locations on the inner periphery of the end face of the box box It is welded and fixed to the part. Next, install the second box box on the opposite side, embed a plurality of anchor bolts and screw the stopper bracket (1) in the same procedure as above, and weld the preset joints to form the plurality of box boxes. Continuing. In the case of the above-mentioned cast-in-place box, an anchor bolt can be embedded without drilling because the box box is built on site. In addition, it can be installed in a small place because the box is not required to be transported. In addition, the work process is long, but the cost is low. Therefore, if the soft ground displacement follow-up type elastic joint of the present invention is adopted for a cast-in-place box in a narrow space, it is possible to construct a cast-in-place elastic joint. The tightening process becomes unnecessary, and the construction period can be shortened and the economic effect can be expected.

次に、弾性継手の構造及び特徴・性能について述べると、まず、構造は図3に示すように、ボックス函体(BO)とボックス函体(BO)の接合部に緩衝兼止水用継手(3)(弾性ゴム)を挟着し、函軸方向に撓み性を持たせた構造で、函体変位が地盤変位(残留沈下量や側方変位)に追従できる継手構造であると共に、止水(水密性)の機能を兼ね備えたものである。   Next, the structure, characteristics, and performance of the elastic joint will be described. First, as shown in FIG. 3, the structure is a joint for buffer and water stoppage at the joint of the box box (BO) and the box box (BO) ( 3) With a structure that sandwiches (elastic rubber) and has flexibility in the direction of the axis, it has a joint structure in which the box displacement can follow the ground displacement (residual settlement and lateral displacement) It has the function of (watertightness).

従って、弾性継手に要求される性能は、水密性及び地盤沈下への追従性にあり、函軸方向に圧縮力が作用した場合、弾性部材(4)は伸張し、緩衝兼止水用継手(3)は圧縮歪が生じる。又、逆に函軸方向に引張力が作用した場合、弾性部材(4)は圧縮歪が生じ、緩衝兼止水用継手(3)は伸張する。又、弾性継手の伸張は、開口部を許容範囲に制限出来る為、締付長さ以上には成らない構造に成っている。又、弾性継手の変形性能(伸び、目違い)の規定では、水密性を確保する為、伸びに対して接合部の接面応力の最小値を0.5N/mm2以上とし、又、接合部の接面応力の最大値を7.0N/mm2以下とする様定められている。又、目違いに対しては圧縮時のゴム厚程度で、剪断歪を100%以下とする様定められている。 Therefore, the performance required for the elastic joint is water tightness and followability to ground subsidence. When a compressive force is applied in the direction of the axis, the elastic member (4) expands and the joint for buffer and water stop ( In 3), compression distortion occurs. On the other hand, when a tensile force is applied in the direction of the axis, the elastic member (4) is compressed and the buffer / water-stop joint (3) expands. Further, the extension of the elastic joint has a structure that does not exceed the tightening length because the opening can be limited to an allowable range. In addition, in the definition of deformation performance (elongation, misalignment) of the elastic joint, in order to ensure water tightness, the minimum value of the contact stress at the joint with respect to the elongation should be 0.5 N / mm 2 or more. The maximum value of the contact stress at the part is set to 7.0 N / mm 2 or less. In addition, the difference is determined so that the shear strain is 100% or less with the rubber thickness at the time of compression.

次に、接合用ボルト(B)・ナット(N)・ワッシャー(W)及び弾性部材(3)(4)について説明すると、ボックス函体を施工する環境条件や地盤変位量を調査し、解析データーに基づいて工場で締付力を予めプリセットする。従って、取り付ける場所によって締付力が変わる為、緊張力の度合に応じた最適なボルト(B)・ナット(N)・ワッシャー(W)等の係止部材を使用する必要がある。又、弾性部材(3)(4)は硬度30〜60、破断歪700〜400%のクロロプレンゴム(CRゴム)を使用しているが、全て解析データーに基づいた最適仕様のゴムが選定され、取り付けられる。   Next, the joint bolt (B), nut (N), washer (W) and elastic member (3) (4) will be explained. The environmental conditions and the ground displacement amount for constructing the box box are investigated, and the analysis data Preset the tightening force at the factory based on Therefore, since the tightening force varies depending on the mounting location, it is necessary to use locking members such as bolts (B), nuts (N), and washers (W) that are optimal for the degree of tension. The elastic members (3) and (4) are made of chloroprene rubber (CR rubber) having a hardness of 30 to 60 and a breaking strain of 700 to 400%, all of which have optimum specifications based on analysis data. It is attached.

次に、ストッパーブラケット(1)について説明すると、材質は鋼製で図6(B)に示す様に、接合部に作用する反力を隣接する函体に伝達する役割を持ち、継手材と組み合わせて使用する事で、継手の開口、目違い、折れ角を許容範囲内に制限する為のものである。   Next, the stopper bracket (1) will be described. The material is made of steel, and as shown in FIG. 6 (B), it has a role of transmitting the reaction force acting on the joint to the adjacent box and is combined with the joint material. This is to limit the joint opening, misalignment, and bending angle within the allowable range.

その他の実施例を図7〜図11に基づいて詳述すると、複数の所定長さ(L)のボックス函体を水平方向に連接する非止水用弾性継手において、該弾性継手はボックス函体(BO)とボックス函体(BO)間の内周溝部(BOa)の複数箇所に複数のアンカーボルト(AB)・ナット(N)・ワッシャー(W)等の係止部材でそれぞれ螺着して設けたストッパーブラケット(11)と、対向する複数箇所のストッパーブラケット(11)とストッパーブラケット(11)間と左右両側面部に円筒形状の弾性部材(14)(15)(14)をそれぞれ挟着し、且つ、ボルト(B)・ナット(N)・ワッシャー(W)等の係止部材で複数箇所にそれぞれ螺着して設け、且つ、対向して螺着する複数のストッパーブラケット裏面部周囲に挟着して設ける止水板(12)と、ボックス函体(BO)とボックス函体(BO)間の隙間外周部に挟着して設けた土砂侵入防止用目地材(6)から成り、且つ、取付施工時は対向接続するそれぞれのボックス函体(BO)端面の内周溝部(BOa)に、複数のアンカーボルト(AB)・ナット(N)・ワッシャー(W)等の係止部材部を埋設し、且つ、該係止部材部に止水板(12)とストッパーブラケット(11)をそれぞれ重合して固着し、且つ、対向する複数のストッパーブラケット(1)とストッパーブラケット(1)間とに、左右両側面部に円筒形状の弾性部材(14)(15)(14)をそれぞれ挟着し、且つ、ボルト(B)・ナット(N)・ワッシャー(W)等の係止部材で複数箇所にそれぞれ縫着して設け、且つ、ボックス函体(BO)とボックス函体(BO)間の隙間外周部に土砂侵入防止用目地材(6)を挟着し、複数のボックス函体(BO)を連接して設ける事で、軟弱地盤の変位追従や止水対策を可能にして設けた事を特徴とする軟弱地盤変位追従型弾性継手から構成される。   The other embodiments will be described in detail with reference to FIGS. 7 to 11. In a non-water-stop elastic joint that connects a plurality of box bodies of a predetermined length (L) in the horizontal direction, the elastic joint is a box box. (BO) and a box box (BO) between the inner peripheral groove (BOa) between a plurality of locations with a plurality of anchoring members such as anchor bolts (AB), nuts (N), washers (W), etc. Cylindrical elastic members (14), (15), and (14) are sandwiched between the provided stopper bracket (11), the stopper brackets (11) at a plurality of opposing positions, and between the stopper brackets (11) and the left and right side surfaces, respectively. In addition, a plurality of locking members such as bolts (B), nuts (N), and washers (W) are provided to be screwed to a plurality of locations, and are sandwiched around the back surface of a plurality of stopper brackets that are screwed to face each other. Wear and set A waterproofing plate (12) and a joint material (6) for preventing invasion of earth and sand provided between the box box (BO) and the outer peripheral part of the gap between the box box (BO). At times, a plurality of locking members such as anchor bolts (AB), nuts (N), and washers (W) are embedded in the inner peripheral groove (BOa) of each box box (BO) end face to be connected to each other. In addition, the water stop plate (12) and the stopper bracket (11) are superposed and fixed to the engaging member portion, and the left and right sides are disposed between the plurality of opposing stopper brackets (1) and the stopper bracket (1). Cylindrical elastic members (14), (15), and (14) are sandwiched between both side surfaces, and sewn at a plurality of locations with locking members such as bolts (B), nuts (N), and washers (W). A box box (B ) And the box body (BO) between the outer periphery of the gap (6), and a plurality of box bodies (BO) are connected to each other so that the displacement of soft ground can be tracked. It consists of a soft ground displacement follow-up type elastic joint, which is characterized by being provided with measures against water stoppage.

そして、上記の止水用弾性継手に対し、この非止水用弾性継手は図7・図8に示す様に止水機能が無い為、ボックス函体(BO)とボックス函体(BO)間の継目内周部にストッパーブラケット(11)と重合させて螺着し、且つ、該ボックス函体(BO)とボックス函体(BO)の隙間部に土砂侵入防止用目地材(6)を挟着したものである。   And in contrast to the above water-stop elastic joint, this non-water-stop elastic joint does not have a water-stop function as shown in FIGS. 7 and 8, so that the space between the box box (BO) and the box box (BO) The stopper bracket (11) is overlapped and screwed to the inner periphery of the joint, and the joint material (6) for preventing soil and sand intrusion is sandwiched between the box box (BO) and the box box (BO). It is what I wore.

又、この非止水用弾性継手の特徴としては軽量で運搬が楽な為、クレーン等の大型機材が必要無く、作業性・安全性・経済性に優れている事である。   The non-water-stop elastic joint is lightweight and easy to transport, so there is no need for large equipment such as cranes, and it is excellent in workability, safety and economy.

従って、止水用弾性継手と非止水用弾性継手の使い分けは、使用する環境条件や予算や工期等を総合判断して決定される。   Accordingly, the proper use of the water-stopping elastic joint and the non-water-stopping elastic joint is determined by comprehensively judging the environmental conditions to be used, the budget, the construction period, and the like.

この考案の軟弱地盤変位追従型弾性継手は、軽量小型で工場内組立加工が可能な為、施工性に優れ、且つ、目視確認しながら人力施工出来る為、確実、且つ、安全に施工出来、且つ、作業性・安全性・経済性に優れている為、多くの土木建築関係市場に寄与する点で産業上の利用可能性を有する。   The soft ground displacement follow-up type elastic joint of this device is lightweight and small and can be assembled in the factory, so it is excellent in workability, and can be constructed manually while visually checking, so it can be constructed reliably and safely, and Because of its excellent workability, safety and economy, it has industrial applicability in terms of contributing to many civil engineering and construction related markets.

この考案の一実施例を示し、(A)は無負荷状態(撓み発生前)時の連接ブロック函体(止水用弾性継手)の正面図で、(B)は負荷状態(撓み発生)時の連接ブロック函体の正面図で、(C)は拡大詳細図である。An embodiment of the present invention is shown, wherein (A) is a front view of an articulated block box (elastic joint for water stop) in a no-load state (before the occurrence of bending), and (B) is in a loaded state (the occurrence of bending). (C) is an enlarged detail view of the connected block box of FIG. この考案の一実施例を示し、図1のa部拡大詳細図(止水用弾性継手)である。FIG. 2 shows an embodiment of the present invention, and is an enlarged detail view (part a waterproof joint) of FIG. この考案の一実施例を示し、図2のb部拡大詳細図(止水用弾性継手)である。FIG. 3 shows an embodiment of the present invention, and is an enlarged detail view of a portion b in FIG. 2 (elastic joint for water stop). この考案の一実施例を示し、(A)は図2のc部拡大詳細図(止水用弾性継手)で、(B)は図4のd−d矢視断面図である。One Example of this invention is shown, (A) is the c section enlarged detail drawing (elastic joint for water stop) of FIG. 2, (B) is a dd arrow sectional view of FIG. この考案の一実施例を示し、(A)はブロック函体(止水用弾性継手)の断面図で、(B)は図5のe−e矢視断面図である。One Example of this invention is shown, (A) is sectional drawing of a block box (elastic joint for water stop), (B) is sectional drawing seen from the ee arrow of FIG. この考案の一実施例を示し、(A)は止水用弾性継手の取付詳細を示す斜視図で、(B)は図6のストッパーブラケット取付部の拡大詳細斜視図である。One Example of this invention is shown, (A) is a perspective view which shows the attachment detail of the elastic joint for water stop, (B) is an expansion detailed perspective view of the stopper bracket attachment part of FIG. この考案の一実施例を示し、図1のa部拡大詳細図(非止水用弾性継手)である。1 shows an embodiment of the present invention and is an enlarged detail view of a part (non-water-stop elastic joint) in FIG. 1. この考案の一実施例を示し、図7のa部拡大詳細図(非止水用弾性継手)である。FIG. 8 shows an embodiment of the present invention, and is an enlarged detail view of part a in FIG. 7 (non-water-stop elastic joint). この考案の一実施例を示し、(A)は図7のb部拡大詳細図(非止水用弾性継手)で、(B)は図9のc−c矢視断面図で、(C)は図9のd−d矢視断面図である。An embodiment of the present invention is shown, (A) is an enlarged detailed view of part b (non-water-stop elastic joint) in FIG. 7, (B) is a cross-sectional view taken along the line cc in FIG. FIG. 10 is a cross-sectional view taken along line dd in FIG. 9. この考案の一実施例を示し、(A)はブロック函体(非止水用弾性継手)の断面図で、(B)は図10のe−e矢視断面図である。One Example of this invention is shown, (A) is sectional drawing of a block box (elastic joint for non-waterproofing), (B) is sectional drawing seen from the ee arrow of FIG. この考案の一実施例を示し、(A)は非止水用弾性継手の取付詳細を示す斜視図で、(B)は図11のストッパーブラケット取付部の拡大詳細斜視図である。One Example of this invention is shown, (A) is a perspective view which shows the attachment detail of the non-water-stop elastic joint, (B) is an expansion detailed perspective view of the stopper bracket attachment part of FIG.

符号の説明Explanation of symbols

1 ストッパーブラケット
2 鋼製枠
3 緩衝兼止水用継手
4 弾性部材
5 保護板
6 土砂侵入防止用目地材
11 ストッパーブラケット
12 止水板
14 弾性部材
15 弾性部材
AB アンカーボルト
B ボルト
BO ボックス函体
BOa 溝部
L 所定長さ(ブロック函体)
N ナット
S 止めネジ
T 隙間
W ワッシャー
X 開口
Y 目違い
Z 折れ角
DESCRIPTION OF SYMBOLS 1 Stopper bracket 2 Steel frame 3 Joint for buffer and water stop 4 Elastic member 5 Protection plate 6 Joint material for preventing earth and sand intrusion 11 Stopper bracket 12 Water stop plate 14 Elastic member 15 Elastic member AB Anchor bolt B Bolt BO Box box BOa Groove L Predetermined length (block box)
N Nut S Set screw T Clearance W Washer X Opening Y Mistake Z Folding angle

Claims (2)

柔構造樋門ボックス函体や道路横断用ボックス管渠や弾性接合を有する構造物等に広く使用され、且つ、軟弱地盤上に建設される地中埋設の複数の所定長さ(L)のボックス函体を水平方向に連接する止水用弾性継手において、該弾性継手はボックス函体(BO)とボックス函体(BO)間の内周溝部(BOa)の複数箇所に複数のアンカーボルト(AB)・ナット(N)・ワッシャー(W)等の係止部材でそれぞれ螺着して設けたストッパーブラケット(1)と、角フランジ形状に形成した二枚の鋼製枠(2)と鋼製枠(2)間に一枚の緩衝兼止水用継手(3)を重合組み合わせて設け、且つ、該鋼製枠の左右両外面に円筒形状の弾性部材(4)(4)をそれぞれ挟着し、且つ、ボルト(B)・ナット(N)・ワッシャー(W)等の係止部材で複数箇所にそれぞれ縫着して設けたプリセット継手と、ボックス函体(BO)とボックス函体(BO)間の隙間外周部に挟着して設けた土砂侵入防止用目地材(6)から成り、且つ、取付施工時は対向接続するそれぞれのボックス函体(BO)端面の内周溝部(BOa)に、複数のアンカーボルト(AB)・ナット(N)・ワッシャー(W)等の係止部材部を埋設し、且つ、該係止部材部にストッパーブラケット(1)をそれぞれ固着し、且つ、対向する複数のストッパーブラケット(1)とストッパーブラケット(1)間に、予め環境条件や地盤変位量等を調査し、解析データーに基づいて締付力を条件設定されたプリセット継手をそれぞれ溶着し、且つ、ボックス函体(BO)とボックス函体(BO)間の隙間外周部に土砂侵入防止用目地材(6)を挟着し、複数のボックス函体(BO)を連接して設ける事で、軟弱地盤の変位追従や止水対策を可能にして設けた事を特徴とする軟弱地盤変位追従型弾性継手。   Widely used in flexible structure Xiamen box boxes, road crossing box pipes, structures with elastic joints, etc., and a plurality of underground boxes of a predetermined length (L) embedded on soft ground In the water-stopping elastic joint that connects the boxes in the horizontal direction, the elastic joint has a plurality of anchor bolts (AB) at a plurality of locations in the inner peripheral groove (BOa) between the box box (BO) and the box box (BO). ), Nut (N), washer (W), etc., each of which is provided with a stopper bracket (1) that is screwed together, and two steel frames (2) and a steel frame formed in a square flange shape (2) A single buffer / water stop joint (3) is provided between the two, and a cylindrical elastic member (4) (4) is sandwiched between the left and right outer surfaces of the steel frame. And locking parts such as bolt (B), nut (N), washer (W) From the preset joints sewn and provided at a plurality of locations, and the earth and sand invasion prevention joint material (6) provided by being sandwiched around the outer periphery of the gap between the box box (BO) and the box box (BO). In addition, at the time of installation, a plurality of anchor bolts (AB), nuts (N), washers (W), etc. are locked in the inner peripheral groove (BOa) of each box box (BO) end face to be opposed to each other. The member part is embedded, and the stopper bracket (1) is fixed to the engaging member part, and the environmental conditions and ground displacement are previously determined between the opposing stopper brackets (1) and the stopper bracket (1). Investigate the amount, etc., weld preset joints whose conditions of tightening force are set based on the analysis data, and prevent intrusion of sand and sand between the outer periphery of the gap between the box box (BO) and the box box (BO) Soft ground displacement follow-up, characterized by providing displacement follow-up and water stoppage measures for soft ground by sandwiching joint material (6) and connecting multiple box boxes (BO). Type elastic joint. 複数の所定長さ(L)のボックス函体を水平方向に連接する非止水用弾性継手において、該弾性継手はボックス函体(BO)とボックス函体(BO)間の内周溝部(BOa)の複数箇所に複数のアンカーボルト(AB)・ナット(N)・ワッシャー(W)等の係止部材でそれぞれ螺着して設けたストッパーブラケット(11)と、対向する複数箇所のストッパーブラケット(11)とストッパーブラケット(11)間と左右両側面部に円筒形状の弾性部材(14)(15)(14)をそれぞれ挟着し、且つ、ボルト(B)・ナット(N)・ワッシャー(W)等の係止部材で複数箇所にそれぞれ縫着して設け、且つ、対向して螺着する複数のストッパーブラケット裏面部周囲に挟着して設ける止水板(12)と、ボックス函体(BO)とボックス函体(BO)間の隙間外周部に挟着して設けた土砂侵入防止用目地材(6)から成り、且つ、取付施工時は対向接続するそれぞれのボックス函体(BO)端面の内周溝部(BOa)に、複数のアンカーボルト(AB)・ナット(N)・ワッシャー(W)等の係止部材部を埋設し、且つ、該係止部材部に止水板(12)とストッパーブラケット(11)をそれぞれ重合して固着し、且つ、対向する複数のストッパーブラケット(11)とストッパーブラケット(11)間とに、左右両側面部に円筒形状の弾性部材(14)(15)(14)をそれぞれ挟着し、且つ、ボルト(B)・ナット(N)・ワッシャー(W)等の係止部材で複数箇所にそれぞれ縫着して設け、且つ、ボックス函体(BO)とボックス函体(BO)間の隙間外周部に土砂侵入防止用目地材(6)を挟着し、複数のボックス函体(BO)を連接して設ける事で、軟弱地盤の変位追従や止水対策を可能にして設けた事を特徴とする軟弱地盤変位追従型弾性継手。
In the non-water-stop elastic joint that connects a plurality of box bodies of a predetermined length (L) in the horizontal direction, the elastic joint includes an inner circumferential groove (BOa) between the box box (BO) and the box box (BO). ) And a plurality of stopper brackets (11) which are provided by being screwed to a plurality of locations with locking members such as a plurality of anchor bolts (AB), nuts (N), and washers (W), respectively. 11) A cylindrical elastic member (14) (15) (14) is sandwiched between the stopper bracket (11) and the left and right side surfaces, and a bolt (B), nut (N), washer (W) A water stop plate (12) provided by being sewn around a plurality of stopper brackets, which are provided by being sewn at a plurality of positions by a locking member such as, and a box box (BO ) And Bock Inner perimeter of each box box (BO) end face that consists of joint material (6) for preventing invasion of earth and sand provided on the outer periphery of the gap between boxes (BO) and that is connected to each other during installation. A locking member such as a plurality of anchor bolts (AB), nuts (N), and washers (W) is embedded in the groove (BOa), and a water stop plate (12) and a stopper bracket are embedded in the locking member. Cylindrical elastic members (14), (15) and (14) on both the left and right side surfaces between the plurality of stopper brackets (11) and the stopper brackets (11) facing each other. Are attached to each other, and are sewn to a plurality of locations with locking members such as bolts (B), nuts (N), and washers (W), and a box box (BO) and a box box (BO) earth and sand around the outer periphery of the gap Softness characterized by providing displacement tracking and water-stopping measures for soft ground by sandwiching joint material (6) for preventing entry and connecting multiple box boxes (BO). Ground displacement follow-up type elastic joint.
JP2007006318U 2007-08-16 2007-08-16 Soft ground displacement follow-up type elastic joint Expired - Fee Related JP3136436U (en)

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