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JP5489433B2 - Steel structure joining method and apparatus - Google Patents
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JP5489433B2 - Steel structure joining method and apparatus - Google Patents

Steel structure joining method and apparatus Download PDF

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JP5489433B2
JP5489433B2 JP2008212144A JP2008212144A JP5489433B2 JP 5489433 B2 JP5489433 B2 JP 5489433B2 JP 2008212144 A JP2008212144 A JP 2008212144A JP 2008212144 A JP2008212144 A JP 2008212144A JP 5489433 B2 JP5489433 B2 JP 5489433B2
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bolt
insertion hole
washer
strength bolt
plate
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JP2010047944A (en
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善彦 中村
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IHI Infrastructure Systems Co Ltd
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本発明は、たとえば、トラス梁の弦材の如き箱形断面を有する鋼構造物の外側面に当て板をして補強するときに当て板の接合を片面から施工するような場合に用いる鋼構造物の接合方法及び装置に関するものである。   The present invention relates to a steel structure used when, for example, the joining of a backing plate is performed from one side when a backing plate is reinforced by reinforcing the outside surface of a steel structure having a box-shaped cross section such as a chord material of a truss beam. The present invention relates to an object joining method and apparatus.

橋梁等に用いられているトラス構造の梁は、図7に示す如く、上部の弦材1と、下部の弦材2と腹材3とから構成されている。   As shown in FIG. 7, the truss structure beam used for a bridge or the like is composed of an upper chord material 1, a lower chord material 2, and an abdominal material 3.

近年、橋梁等の建造物の耐震性が問題とされ、耐震性向上を図る構造とすることが求められ、そのための補強工事が施されてきている。   In recent years, the earthquake resistance of buildings such as bridges has been a problem, and it is required to have a structure for improving the earthquake resistance, and reinforcement work has been performed for that purpose.

上記図7に示すようなトラス梁のうち、下部の弦材2についてみると、図7のC部拡大である図8、及び該図8のD−D断面である図9に示す如く、弦材2は、断面形状がボックス形状としてあり、図示してあるように、4つの各面の外側に当て板4をし、この当て板4を多数のボルト(主として高力ボルト)5で取り付けて補強することが行われている。   Among the truss beams as shown in FIG. 7, the lower chord member 2 is shown in FIG. 8 which is an enlarged view of a portion C in FIG. 7 and in FIG. 9 which is a DD cross section in FIG. The material 2 has a box shape in cross section, and as shown in the figure, a plate 4 is provided outside each of the four surfaces, and the plate 4 is attached with a number of bolts (mainly high strength bolts) 5. Reinforcing has been done.

上記ボックス断面形状の弦材2の補強を行う場合に、ボックス形の弦材2の内側に作業員が入るスペースがあれば、当て板4に予め設けてあるボルト挿通孔に合わせて現場で弦材2にボルト挿通孔を穿設した後、ボックスの内側にいる作業員がボルト5を弦材2のボルト挿通孔、当て板4のボルト挿通孔の順に通して、該ボルト5の先端を当て板4の外側へ突出させると、当て板4の外側にいる別の作業員がそのボルト5に座金を介してナットを螺合させて当て板4をボルト止めし、補強を行わせることが可能である。   When the box-shaped string material 2 is reinforced, if there is a space for an operator to enter the box-shaped string material 2, the string is matched to the bolt insertion hole provided in advance in the backing plate 4 in the field. After drilling a bolt insertion hole in the material 2, an operator inside the box passes the bolt 5 through the bolt insertion hole of the string material 2 and the bolt insertion hole of the backing plate 4 in this order, and hits the tip of the bolt 5. When protruding to the outside of the plate 4, another worker outside the plate 4 can reinforce the bolt 5 by screwing a nut onto the bolt 5 via a washer and bolting the plate 4. It is.

しかしながら、上記弦材2の内側に人が入れないような狭い状況の場合には、ボックスの内側からボルト5を外向きに通すことができないため、当て板4を弦材2の外側にボルト止めして補強を行う場合、当て板4のボルト挿通孔と弦材2のボルト挿通孔に外側からボルト5を挿入して弦材2の内側にボルトの頭部を係止させ、しかる後、当て板4の外側でナットを締め付けるという片面施工となる。   However, in a narrow situation where a person cannot enter the inside of the string material 2, the bolt 5 cannot be passed outwardly from the inside of the box. When the reinforcement is performed, the bolt 5 is inserted into the bolt insertion hole of the backing plate 4 and the bolt insertion hole of the string member 2 from the outside, and the head of the bolt is locked inside the string member 2. The single side construction is such that the nut is tightened outside the plate 4.

このような片面施工の補強工事に用いられるようなボルトとしては、次のようなワンサイドボルトが提案されている。   The following one-side bolts have been proposed as bolts used for such single-sided reinforcement work.

図10(イ)(ロ)は従来のワンサイドボルトの一例による片面施工方法を示すもので、角パイプ状の鋼管からなる鉄骨柱6とH型鋼からなる鉄骨梁7との接合部に、長孔8が設けてある。係止ボルト9は、上記長孔8に挿入できるようにボルト頭10を上記長孔8に対応する扁平形状とした構成としてある。係止ボルト9を、鉄骨梁7側からボルト頭10を長孔8に通して鉄骨柱6内に挿入させた後、該係止ボルト9を90度回転させて、長孔8が設けてある接合部にボルト頭10を係止させるようにし、しかる後、係止ボルト9に鉄骨梁7側からナット11を螺合させて締め付けることにより、鉄骨柱6と鉄骨梁7との接合部をボルト止めするようにしてある(たとえば、特許文献1参照)。   FIGS. 10 (a) and 10 (b) show a one-side construction method using an example of a conventional one-side bolt. At the joint between a steel column 6 made of a square pipe-shaped steel pipe and a steel beam 7 made of H-shaped steel, A hole 8 is provided. The locking bolt 9 is configured such that the bolt head 10 has a flat shape corresponding to the long hole 8 so that it can be inserted into the long hole 8. After the locking bolt 9 is inserted into the steel column 6 through the bolt head 10 through the long hole 8 from the steel beam 7 side, the locking bolt 9 is rotated 90 degrees to provide the long hole 8. The bolt head 10 is locked to the joint portion, and then the nut 11 is screwed into the locking bolt 9 from the steel beam 7 side and tightened, whereby the joint portion of the steel column 6 and the steel beam 7 is bolted. It is made to stop (for example, refer patent document 1).

図11(イ)(ロ)は従来の別のワンサイドボルトによる片面施工方法を示すもので、ヘッド部13aを有する軸部13b、螺子部13c、縮径部13d、ピンテール13eからなるコアピン(ボルト部材)13と、そのコアピン13に被嵌されるバルブスリーブ(拡径スリーブ)14、グリップスリーブ15、シェアワッシャー16及びベアリングワッシャー17と、コアピン13の螺子部13cに螺合するナット部材18とで構成されるワンサイドボルト12を用いるものである。図11(イ)に示す如く、コンクリート19に沿って取り付けられている板部材20に、別の板部材21を当てて補強する場合に、先ず、板部材20と21に形成された孔部22から、コンクリート19に形成された拡径された穴部23に、板部材21の外側から上記ワンサイドボルト12をヘッド部13aを先にして挿入する。次に、図11(ロ)に示す如く、専用の電動工具を使用して、外側からナット部材18を締結する。これによりコアピン13が引き上げられてバルブスリーブ14が、拡径された穴部23内で変形し、裏側の板部材20の裏面側にバルブ頭14aが形成され、更に締め付けが進むと、バルブ頭14aが裏側の板部材20に当り締め付け力が増すことから、シェアワッシャー16が剪断されて軸力導入が開始され、所定の軸力が出たところで縮径部13dからピンテール13eが破断され締結が完了するようにしたものである(たとえば、特許文献2参照)。   FIGS. 11A and 11B show a conventional one-side construction method using another one-side bolt. A core pin (bolt including a shaft portion 13b having a head portion 13a, a screw portion 13c, a reduced diameter portion 13d, and a pin tail 13e. Member) 13, a valve sleeve (expansion sleeve) 14 fitted to the core pin 13, a grip sleeve 15, a shear washer 16 and a bearing washer 17, and a nut member 18 screwed into the screw portion 13 c of the core pin 13. The constructed one-side bolt 12 is used. As shown in FIG. 11 (a), when reinforcing another plate member 21 against the plate member 20 attached along the concrete 19, first, the hole 22 formed in the plate members 20 and 21. From the outside of the plate member 21, the one-side bolt 12 is inserted into the hole portion 23 formed in the concrete 19 with the head portion 13 a first. Next, as shown in FIG. 11B, the nut member 18 is fastened from the outside using a dedicated electric tool. As a result, the core pin 13 is pulled up, and the valve sleeve 14 is deformed in the hole 23 having the enlarged diameter, and the valve head 14a is formed on the back surface side of the plate member 20 on the back side. Since the shearing washer 16 is sheared and the axial force introduction is started, the pin tail 13e is broken from the reduced diameter portion 13d when the predetermined axial force is generated, and the fastening is completed. (See, for example, Patent Document 2).

特開平5−287807号公報JP-A-5-287807 特許第3840474号公報Japanese Patent No. 3840474

ところが、図10に示すような片面施工に用いられているワンサイドボルトの場合は、係止ボルト9が高力ボルトではなく、締付力が弱く、図7乃至図9に示すような鋼構造物としての弦材の補強に用いるボルトとしては適用できないものである。   However, in the case of a one-side bolt used for one-side construction as shown in FIG. 10, the locking bolt 9 is not a high-strength bolt, and the tightening force is weak, and the steel structure as shown in FIGS. It cannot be applied as a bolt used for reinforcing a string material as an object.

又、接合部に長孔をあけなければならず、長孔をあけるのに多大な工数がかかること、係止ボルトのボルト頭を扁平させるという特殊なものであるため、製作費が嵩むこと、等の問題がある。   In addition, it is necessary to open a long hole in the joint, and it takes a lot of man-hours to open the long hole, and because it is a special thing that flatten the bolt head of the locking bolt, the production cost increases, There are problems such as.

一方、図11(イ)(ロ)に示すバルブスリーブ14を備えたワンサイドボルトの場合は、特殊なボルトとなるため、製作に多くの手数と費用を要するという問題のほかに、ナット部材による締結時に、バルブスリーブ14を変形させてバルブ頭14aを形成させるようにするものであるため、1次締めしてから100%の本締めをするという手順をとることができず、いきなり本締めとなるものである。そのため、古い板部材20に新しい板部材21を締め付けるとき、この2つの板部材20,21同士の肌隙きがあると、或る間隔を置いた2個所で締め付けを行うときに、一方を本締めした後、他方を本締めするとき当該一方の締付部が緩んでくるという所定の軸力が入らないという問題があり、板部材同士の肌が合うように加工を施す必要がある。又、現場で古い板部材20に孔部を外側からドリル等で形成した場合に、板部材20の裏面側にバリが残ることがあり、このバリが残ると、バルブスリーブ14が変形してバルブ頭14aを形成し、このバルブ頭14aが板部材20の裏面に係止するときにバリのために密着できないことになり、所定の軸力が入らないこと、ナット部材18の締結に専用の電動工具が必要であること、バルブスリーブ14を変形させるものであるため、締結完了までに多くの時間を要すること、バルブスリーブ14が変形してバルブ頭14aが形成されるが、このバルブ頭14aは地金が剥き出しになることから、防錆上問題となること、等の問題がある。   On the other hand, the one-side bolt provided with the valve sleeve 14 shown in FIGS. 11 (a) and 11 (b) is a special bolt. At the time of fastening, the valve sleeve 14 is deformed to form the valve head 14a. Therefore, it is not possible to take the procedure of 100% final fastening after the primary fastening. It will be. For this reason, when the new plate member 21 is tightened to the old plate member 20, if there is a gap between the two plate members 20, 21, one of the two is fixed when tightening at two places at a certain interval. After tightening, there is a problem that a predetermined axial force that the one tightening portion is loosened when the other is finally tightened, and it is necessary to perform processing so that the skins of the plate members are matched. Further, when a hole is formed in the old plate member 20 from the outside by a drill or the like at the site, a burr may remain on the back surface side of the plate member 20, and when this burr remains, the valve sleeve 14 is deformed and the valve When the head 14 a is formed and the valve head 14 a is locked to the back surface of the plate member 20, the head 14 a cannot be brought into close contact due to burrs, a predetermined axial force does not enter, and an electric motor dedicated for fastening the nut member 18 is used. Since a tool is required and the valve sleeve 14 is deformed, it takes a long time to complete the fastening, and the valve sleeve 14 is deformed to form the valve head 14a. Since the bare metal is exposed, there are problems such as rust prevention.

そこで、本発明は、かかる従来提案されているようなワンサイドボルトを用いているような種々の問題をなくすため、特殊ボルトとすることなく容易に接合部の内側から外側へボルトを挿入できて、1次締め→本締めの手順で締め付けることができ、且つバリの影響も受けることがなく、締付時間を短縮できるようなボルトを使用した鋼構造物接合部の片面施工用ボルト装置を提供しようとするものである。   Therefore, the present invention can easily insert the bolt from the inside to the outside of the joint portion without using a special bolt in order to eliminate various problems such as using the conventionally proposed one-side bolt. We provide a bolt device for single-sided construction of steel structure joints using bolts that can be tightened in the order of primary tightening → final tightening and that are not affected by burrs and that can shorten the tightening time. It is something to try.

本発明は、上記課題を解決するために、鋼構造物を構成する板材に鋼製の板材を重ねて接合する接合部にボルト接合用のボルト挿通孔を貫通させて設け、上記ボルト挿通孔を通り得る幅寸法と該ボルト挿通孔の内径よりも大きい長さ寸法を有する楕円形状の板状にしてあり且つ中央部に高力ボルトの軸部を通す孔部と該高力ボルトの軸部を斜めに通す孔部とを連通させた孔を有して、上記高力ボルトの軸部に対して直角の状態と斜めの状態との間で姿勢を変えることができるようにしてある板状の座金を用いて、上記高力ボルトの頭部と該高力ボルトに嵌めて斜めの状態にした座金とを、板材接合部の一側面から上記ボルト挿通孔内を通して上記板材接合部の他側面へ位置させ、しかる後、上記高力ボルトを板材接合部の一側面へ引張りながら上記板状の座金を該高力ボルトに対して直角の状態にし、該座金を介して高力ボルトの頭部を板材接合部の他側面に係止させるようにし、高力ボルトの軸部にナットを締結させて接合するようにする鋼構造物の接合方法、及び鋼構造物を構成する板材に鋼製の板材を重ねて接合する接合部にボルト接合用のボルト挿通孔を貫通させて設け、該ボルト挿通孔の内径よりも小さい頭部を有する高力ボルトと、上記ボルト挿通孔を通り得る幅寸法と該ボルト挿通孔の内径よりも大きい長さ寸法を有する楕円形状の板状にしてあり且つ中央部に上記高力ボルトの軸部を通す孔部と該高力ボルトの軸部を斜めに通す孔部とを連通させた孔を有して、上記高力ボルトの軸部に対して直角の状態と斜めの状態との間で姿勢を変えることができるようにしてある座金とを備え、且つ該座金を、高力ボルトに対して斜めの状態にしたときに、上記ボルト挿通孔を通過できると共に高力ボルトに対して直角の状態にしたときに上記ボルト挿通孔を通過できないようにしてなり、上記高力ボルトの頭部と該高力ボルトに嵌めた上記座金とを板材接合部の一側面よりボルト挿通孔に挿入して板材接合部の他側面に位置させるようにし、該高力ボルトの頭部を板材接合部の他面側に板状の座金を介して係止させるようにした構成を有することを特徴とする鋼構造物の接合装置とする。 In order to solve the above-mentioned problem, the present invention provides a bolt insertion hole for bolt joining in a joint portion where a steel plate material is overlapped and joined to a plate material constituting a steel structure, and the bolt insertion hole is provided. An elliptical plate shape having a width dimension that can be passed and a length dimension that is larger than the inner diameter of the bolt insertion hole, and a hole portion through which the shaft portion of the high-strength bolt passes in the center portion and a shaft portion of the high-strength bolt are provided. A plate-shaped hole having a hole communicating with an obliquely passing hole so that the posture can be changed between a state perpendicular to the shaft part of the high-strength bolt and an oblique state . Using a washer, the head of the high-strength bolt and the washer fitted into the high-strength bolt and in an inclined state are passed from one side of the plate joint to the other side of the plate joint through the bolt insertion hole. After that, pull the high-strength bolt to one side of the plate joint. The plate-shaped washer and the perpendicular state with respect to high-strength bolts, so as to lock the high-strength bolts the head through said seat gold on the other side of the plate member joint, the shaft of high-strength bolts A method for joining steel structures in which nuts are fastened and joined, and a bolt insertion hole for bolt joining is provided in a joint where steel plate materials are overlapped and joined to plate materials constituting the steel structure. A high-strength bolt having a head smaller than the inner diameter of the bolt insertion hole, a width dimension capable of passing through the bolt insertion hole, and an elliptical plate shape having a length dimension larger than the inner diameter of the bolt insertion hole. And a hole in which the hole portion through which the shaft portion of the high-strength bolt is passed and the hole portion through which the shaft portion of the high-strength bolt is passed obliquely are connected to the shaft portion of the high-strength bolt. So that the posture can be changed between a right angle state and an oblique state. And when the washer is inclined with respect to the high strength bolt, the bolt insertion hole can pass through the bolt insertion hole and at a right angle to the high strength bolt. The head of the high strength bolt and the washer fitted to the high strength bolt are inserted into the bolt insertion hole from one side of the plate joint and are positioned on the other side of the plate joint. Thus, the steel structure joining apparatus is characterized in that the head of the high-strength bolt is locked to the other surface side of the plate material joining portion via a plate-shaped washer.

上記装置において、高力ボルトの軸部に嵌合させて該高力ボルトの頭部板材の裏面側との間に係止させるようにする座金に、該座金を板材接合部のボルト挿通孔に位置決めするためのガイド部材を設けた構成とする。 In the above apparatus, the washer so as engaged between the back side of the head and sheet material engaged thereby with high-strength bolt shank of high strength bolts, the bolt insertion hole of the plate member joint the washer The guide member for positioning is provided.

又、上記構成において、外径をボルト挿通孔の内径に対応させた大きさとし且つ内径を高力ボルトの軸部の外径に対応させた大きさとしてあるリング状のガイド部材を、上記ボルト挿通孔に挿入した高力ボルトの軸部に嵌合させてボルト挿通孔内に備えるようにした構成とする。   In the above configuration, a ring-shaped guide member having an outer diameter corresponding to the inner diameter of the bolt insertion hole and an inner diameter corresponding to the outer diameter of the shaft portion of the high-strength bolt is inserted into the bolt insertion. It is set as the structure made to fit in the axial part of the high strength volt | bolt inserted in the hole, and to be provided in a bolt insertion hole.

本発明によれば、以下の如き優れた効果を発揮する。
(1)鋼構造物を構成する板材に鋼製の板材を重ねて接合する接合部にボルト接合用のボルト挿通孔を貫通させて設け、上記ボルト挿通孔を通り得る幅寸法と該ボルト挿通孔の内径よりも大きい長さ寸法を有する楕円形状の板状にしてあり且つ中央部に高力ボルトの軸部を通す孔部と該高力ボルトの軸部を斜めに通す孔部とを連通させた孔を有して、上記高力ボルトの軸部に対して直角の状態と斜めの状態との間で姿勢を変えることができるようにしてある板状の座金を用いて、上記高力ボルトの頭部と該高力ボルトに嵌めて斜めの状態にした座金とを、板材接合部の一側面から上記ボルト挿通孔内を通して上記板材接合部の他側面へ位置させ、しかる後、上記高力ボルトを板材接合部の一側面へ引張りながら上記板状の座金を該高力ボルトに対して直角の状態にし、該座金を介して高力ボルトの頭部を板材接合部の他側面に係止させるようにし、高力ボルトの軸部にナットを締結させて接合するようにする鋼構造物の接合方法及び装置としてあるので、汎用の高力ボルトを簡単に一面側から挿入して該高力ボルトの頭部を接合する板材接合部の他面側に係止させることができる。これにより、特殊なボルトとすることなく容易に且つ堅固に板材同士の接合部を接合させることができる。
(2)上記(1)により、接合時に1次締めをしてから本締めをする手順が可能となって、板材同士の肌隙きが多少あっても、十分に締結させることができる。
(3)座金を斜めにしてボルトと一緒にボルト挿通孔に通すだけでボルトの頭部を板材接合部の他面側に係止させられることから、ワンタッチ操作でボルトをセットでき、片面からナットを締結させるだけですむため、短時間に締結作業を行うことができる。
(4)板材にボルト挿通孔を設けるときに、板材の裏側にバリが生じても、板状の座金を介してボルトの頭部を板材の裏面側に係止させる際、バリをボルト挿通孔とボルトとの間へ押し込むことができて、バリの影響を受けることがない。
(5)座金に、該座金を板材接合部のボルト挿通孔に位置決めするためのガイド部材を設けた構成とすることにより、座金を板材に沿わせるようにするときにボルト挿通孔にガイド部材を介して位置決めすることができて、該座金に挿通してある高力ボルトのボルト挿通孔内での位置決めを確実に行わせることができる。
(6)外径をボルト挿通孔の内径に対応させた大きさとし且つ内径を高力ボルトの軸部の外径に対応させた大きさとしてあるリング状のガイド部材を、上記ボルト挿通孔に挿入した高力ボルトの軸部に嵌合させてボルト挿通孔内に備えるようにした構成とすることにより、高力ボルトの位置決めを簡単に行わせることができる。
According to the present invention, the following excellent effects are exhibited.
(1) A bolt insertion hole for bolt connection is provided in a joint portion where a steel plate is overlapped and joined to a plate material constituting a steel structure, and the width dimension through which the bolt insertion hole can pass and the bolt insertion hole The hole portion through which the shaft portion of the high-strength bolt passes diagonally and the hole portion through which the shaft portion of the high-strength bolt passes obliquely are communicated with each other. A plate-shaped washer that has a hole and is capable of changing the posture between a state perpendicular to the shaft portion of the high-strength bolt and an oblique state. And the washer fitted to the high-strength bolt and in an oblique state are positioned from one side of the plate joint to the other side of the plate joint through the bolt insertion hole, and then the high strength the high strength bolt the shaped washer while pulling the bolt to one side of the plate member joint Steel that is in a state of being perpendicular to the steel plate so that the head portion of the high-strength bolt is locked to the other side surface of the plate material joint portion through the washer, and the nut portion is fastened to the shaft portion of the high-strength bolt to be joined. Since it is as a joining method and apparatus for a structure, a general-purpose high-strength bolt can be easily inserted from one surface side and can be locked to the other surface side of the plate material joining portion that joins the heads of the high-strength bolt. Thereby, the joining part of board | plate materials can be joined easily and firmly, without using a special volt | bolt.
(2) According to the above (1), the procedure of performing the primary fastening after the primary fastening at the time of joining becomes possible, and even if there is some skin clearance between the plate materials, the fastening can be sufficiently performed.
(3) Since the head of the bolt can be locked to the other side of the plate joint by simply passing the washer with the bolt through the bolt insertion hole with an angled washer, the bolt can be set with a one-touch operation, and the nut from one side Therefore, the fastening operation can be performed in a short time.
(4) When a bolt insertion hole is provided in the plate material, even if a burr occurs on the back side of the plate material, the burr is inserted into the bolt insertion hole when the bolt head is locked to the back side of the plate material via the plate-shaped washer. It can be pushed between the bolt and the bolt and is not affected by burrs.
(5) By providing the washer with a guide member for positioning the washer in the bolt insertion hole of the plate material joint, the guide member is provided in the bolt insertion hole when the washer is placed along the plate material. Therefore, the high-strength bolt inserted through the washer can be reliably positioned in the bolt insertion hole.
(6) A ring-shaped guide member having an outer diameter corresponding to the inner diameter of the bolt insertion hole and an inner diameter corresponding to the outer diameter of the shaft portion of the high strength bolt is inserted into the bolt insertion hole. The high strength bolt can be easily positioned by being fitted to the shaft portion of the high strength bolt and provided in the bolt insertion hole.

以下、本発明を実施するための最良の形態を図面を参照して説明する。   The best mode for carrying out the present invention will be described below with reference to the drawings.

図1乃至図5は本発明の実施の一形態を示すもので、図8及び図9に示したトラス梁の補強対象となる鋼構造物としての弦材2の各面の板材に鋼製の板材としての当て板4を当ててボルト接合して補強するようにしてある場合と同様に、鋼構造物としてのボックス形状の弦材2の各面の板材に鋼製の当て板4を重ねて配置し、当て板4を弦材2の板材に、表面側となる一側面からボルトを挿通させてナットを締結させるようにしたものに用いるようにした場合について説明する。   FIG. 1 to FIG. 5 show an embodiment of the present invention. The plate material on each surface of the chord member 2 as a steel structure to be reinforced with the truss beam shown in FIGS. 8 and 9 is made of steel. Similar to the case where the plate 4 as the plate material is applied and reinforced by bolting, the steel plate 4 is stacked on the plate material on each surface of the box-shaped string material 2 as the steel structure. The case where it arrange | positions and it uses it for the thing which made the bolt 4 penetrate the board | plate material of the string material 2 from one side used as the surface side, and fastened the nut is demonstrated.

すなわち、図1に示す如く、断面がボックス形状をなし且つ内部空間に人が入ることができない大きさとしてある鋼構造物としての弦材2の各面の板材2aの外側面に、補強用の板材(当て板)4を重ねるように当接させ、当て板としての板材4と被補強材としての板材2aとを接合する複数個所の板材接合部に、ボルトとナットで締結するためのボルト挿通孔24を、締結に用いるボルトの頭部を挿通させることができる大きさとして設け、該ボルト挿通孔24を利用して表面となる片面側からボルトの頭部を通し、該ボルトの頭部を座金を介して反対側の面となる裏面側に係止させて表面側でナットを締結させるようにする。   That is, as shown in FIG. 1, the outer surface of the plate member 2a of each surface of the string member 2 as a steel structure having a box-shaped cross section and a size incapable of entering the internal space is provided for reinforcement. Inserting bolts for fastening with bolts and nuts to plate member joints at a plurality of locations where the plate members (batting plates) 4 are brought into contact with each other so as to overlap each other and the plate member 4 serving as the backing plate and the plate member 2a serving as the reinforcing material are joined. The hole 24 is provided in such a size that the head of the bolt used for fastening can be inserted, and the head of the bolt is passed through the bolt head from one side that becomes the surface using the bolt insertion hole 24. The nut is fastened on the front surface side by engaging with the back surface side which is the opposite surface through the washer.

そのために、図2乃至図5に示す如く、上記ボルト挿通孔24の内径よりも小さい外径の頭部25aを有する高力ボルト25と、該高力ボルト25とともにボルト挿通孔24内を通して通過後はボルト挿通孔24の裏側で板材接合部における板材2aに引掛って係止できるようにしてある特殊な孔形状の座金26とを有し、上記座金26がボルト挿通孔24の裏側に係止させられて高力ボルト25がボルト挿通孔24に片面側から挿入させられた状態になると、締付け用の座金27とナット28とを片面側から高力ボルト25に取り付けることができるようにしてある。   For this purpose, as shown in FIGS. 2 to 5, a high-strength bolt 25 having a head 25 a having an outer diameter smaller than the inner diameter of the bolt insertion hole 24, and the high-strength bolt 25 after passing through the bolt insertion hole 24. Has a special hole-shaped washer 26 that can be hooked and locked to the plate material 2a at the plate material joint at the back side of the bolt insertion hole 24, and the washer 26 is locked to the back side of the bolt insertion hole 24. When the high-strength bolt 25 is inserted into the bolt insertion hole 24 from one side, the washer 27 for tightening and the nut 28 can be attached to the high-strength bolt 25 from one side. .

詳述すると、上記特殊孔形状の座金26は、十分な強度を有するように所要の厚み寸法としてあると共に、中央部に上記高力ボルト25の軸部を通す孔部と、高力ボルト25の軸部を斜めに通す孔部とを連通させた孔26aを有し、高力ボルト25の軸部に対して、座金26が直角の状態と斜めの状態との間で自由に姿勢を変えることができるようにしてある。   More specifically, the special hole-shaped washer 26 has a required thickness dimension so as to have sufficient strength, and a hole portion through which the shaft portion of the high-strength bolt 25 passes in the center portion and the high-strength bolt 25. It has a hole 26a that communicates with a hole that passes through the shaft at an angle, and the posture of the washer 26 is freely changed between a right angle state and an oblique state with respect to the shaft portion of the high-strength bolt 25. It is made to be able to.

更に、上記座金26は、上記ボルト挿通孔24を通り得る幅寸法と、ボルト挿通孔24の内径よりも大きい長さ寸法を有する楕円形状としてある。   Further, the washer 26 has an elliptical shape having a width dimension capable of passing through the bolt insertion hole 24 and a length dimension larger than the inner diameter of the bolt insertion hole 24.

板材2aに板材4を重ね合わせて接合しようとする板材接合部を片面となる一側面から接合させる片面施工を行う場合は、先ず、接合に使用する高力ボルト25の軸部に、特殊孔形状の座金26の孔26aを通した後、図5に示す如く、座金26を高力ボルト25の軸部に斜めの姿勢となるようにする。   When performing single-sided construction in which the plate material joining portion to be joined by superimposing the plate material 4 on the plate material 2a is joined from one side which is one side, first, a special hole shape is formed in the shaft portion of the high strength bolt 25 used for joining. After passing through the hole 26a of the washer 26, the washer 26 is inclined to the shaft portion of the high strength bolt 25 as shown in FIG.

次いで、図5に示すように座金26を斜めにした状態のまま高力ボルト25の頭部25aを内側、すなわち、先端側にして、板材4の外側から、該板材4と板材2aを貫通するボルト挿通孔24内に通して行く。この際、座金26は、ボルト挿通孔24の内径寸法よりも幅寸法が等しいか、やや小さい幅寸法としてあり、しかも、高力ボルト25の頭部25aは、ボルト挿通孔24よりも小さい外径寸法としてあるので、高力ボルト25と座金26は、支障なくボルト挿通孔24内を通過することができる。   Next, as shown in FIG. 5, the plate member 4 and the plate member 2 a are penetrated from the outside of the plate member 4 with the head 25 a of the high-strength bolt 25 inside, that is, the tip side, with the washer 26 inclined. It passes through the bolt insertion hole 24. At this time, the washer 26 has a width dimension equal to or slightly smaller than the inner diameter dimension of the bolt insertion hole 24, and the head 25 a of the high strength bolt 25 has an outer diameter smaller than that of the bolt insertion hole 24. Because of the dimensions, the high-strength bolt 25 and the washer 26 can pass through the bolt insertion hole 24 without hindrance.

上記高力ボルト25の頭部25aと斜めにした座金26がボルト挿通孔24内を、板材4の外側から板材2aの内側まで通過させられると、板材4の外側に出ている高力ボルト25の軸部を把持して該高力ボルト25を動かしながら、板材2aの内側に斜めの状態で入った座金26を板材2aに沿うように(図5では垂直状態になるように)変位させるようにする。   When the head portion 25a of the high-strength bolt 25 and the washer 26 inclined are passed through the bolt insertion hole 24 from the outside of the plate material 4 to the inside of the plate material 2a, the high-strength bolt 25 protruding to the outside of the plate material 4 While moving the high-strength bolt 25 while gripping the shaft portion of the metal plate, the washer 26, which has entered the inside of the plate material 2a in an oblique state, is displaced along the plate material 2a (in a vertical state in FIG. 5). To.

このようにして、座金26が板材2aの内側面に沿わされてボルト挿通孔24の裏側、すなわち、板材2aのボルト挿通孔24部に係止させられると、高力ボルト25を板材2aの外側へ引張っても抜けないように保持されるので、板材4の外側である片面側から座金27を、該高力ボルト25の軸部に嵌めた後、ナット28を該高力ボルト25の軸部に螺合させ、該ナット28を締め付けるようにする。これにより、板材2aに板材4をボルト挿通孔24の位置で接合させることができる。   In this way, when the washer 26 is placed along the inner surface of the plate member 2a and locked to the back side of the bolt insertion hole 24, that is, the bolt insertion hole 24 portion of the plate member 2a, the high strength bolt 25 is moved to the outside of the plate member 2a. Since the washer 27 is fitted to the shaft portion of the high-strength bolt 25 from one side that is the outside of the plate member 4, the nut 28 is secured to the shaft portion of the high-strength bolt 25. And the nut 28 is tightened. Thereby, the plate material 4 can be joined to the plate material 2 a at the position of the bolt insertion hole 24.

各ボルト挿通孔24ごとに、図5に示すようにして高力ボルト25の頭部25aと座金26とを、板材4の外側である片面側から板材2aの内側順次通過させた後、座金26を板材2aの裏面側に係合させるようにし、この状態で上記片面側からの操作で高力ボルト25の軸部へ座金27とナット28を取り付けることにより、板材2aと4を片面側からの操作で容易に接合させることができる。   For each bolt insertion hole 24, as shown in FIG. 5, the head 25 a and the washer 26 of the high-strength bolt 25 are sequentially passed from the one side which is the outside of the plate 4 to the inside of the plate 2 a, and then the washer 26. Is engaged with the back surface side of the plate material 2a, and in this state, the washer 27 and the nut 28 are attached to the shaft portion of the high-strength bolt 25 by the operation from the one surface side. Can be easily joined by operation.

本発明においては、上記したように、片面側から斜めにした状態で座金26を反対側へ通して該座金26を係止させることにより高力ボルト25の頭部を、簡単に板材2aの内側である裏面側に引掛けて保持させることができるので、現場で板材2aに板材4の方向からボルト挿通孔24がドリル等で形成されることにより、板材2aの裏面側にバリが生じたとしても、上記座金26でバリを押圧してバリをボルト挿通孔24と高力ボルト25との隙間で吸収することができるので、締結に支障を来たすおそれを少なくすることができる。又、片面側である板材4の外側面には、高力ボルト25の軸部に通した座金27が当接させられ、ナット28で締結されることにより、ボルト挿通孔24は閉塞され、気密性を保つことができる。   In the present invention, as described above, the head of the high-strength bolt 25 can be easily attached to the inner side of the plate member 2a by passing the washer 26 to the opposite side in an inclined state from one side and locking the washer 26. Since the bolt insertion hole 24 is formed in the plate material 2a from the direction of the plate material 4 with a drill or the like in the field, a burr is generated on the back surface side of the plate material 2a. However, since the burr can be pressed by the washer 26 and absorbed by the gap between the bolt insertion hole 24 and the high-strength bolt 25, the risk of hindering fastening can be reduced. Further, a washer 27 that is passed through the shaft portion of the high-strength bolt 25 is brought into contact with the outer surface of the plate member 4 on one side, and the bolt insertion hole 24 is closed by being fastened with a nut 28, thereby airtight. Can keep sex.

なお、本発明は、上記実施の形態のみに限定されるものではなく、たとえば、図1に示す如く、鋼構造物としてのボックス形状の弦材2の補強として当て板4を弦材2に片面から接合するものに適用した場合を例示したが、鋼構造物接合部において、反対側に手を入れることができないようなところで片面施工をするところにはすべて適用できること、特に径の大きい孔を有する接合部に適用できること、高力ボルト25に対して座金26が直角の状態におかれると、該座金26の中央部の孔に高力ボルト25の軸部に嵌合されることから、座金26と高力ボルト25の位置関係は決められており、該座金26の中心部に高力ボルト25の軸部が位置させられるようになっている。そのため、前記実施の形態において、高力ボルト25の軸部をボルト挿通孔24の中心部に位置させるようにすることにより、座金26を板材2aのボルト挿通孔24に正しく位置決めさせることができるものであるが、座金26の片面にガイド部材を設けておくことにより、より確実に座金26の板材2a裏面への位置決めを行わせることができる。図6(イ)はその一例として、座金26の片面に、周方向に点在するように局部的に突起を設けてガイド部材29とするようにしたものである。又、図6(ロ)は他の例として、突起を周方向に或る程度の長さに亘り連続させるようにしてガイド部材30とするようにしたものである。このようにすれば、各ガイド部材29,30がボルト挿通孔24の縁に沿い係合することにより、円滑にボルト挿通孔24への位置決めを行わせることができ、これにより高力ボルト25の位置決めを容易に行わせることができる。更に、図6(ハ)に示す如く、高力ボルト25の頭部25aと座金26をボルト挿通孔24内を通して板材2aの裏面側へ位置させた状態のとき、高力ボルト25の軸部に、外径をボルト挿通孔24の内径に対応させた大きさとし且つ内径を高力ボルト25の軸部の外径に対応させた大きさとしたリング状(又はドーナツ形状)のガイド部材31を嵌合させて、ボルト挿通孔24内へ挿入させることにより、高力ボルト25の位置決めのガイドをさせることができ、図6(イ)(ロ)で用いるような座金26にガイド部材29,30を設けることなく、簡単にガイドさせることができること、ボルトとして高力ボルト25について説明したが、板材同士の接合部の締結部の状況に応じて六角ボルトを使用するようにしてもよいこと、その他本発明の要旨を逸脱しない範囲内で種々変更を加え得ることは勿論である。   The present invention is not limited to the above-described embodiment. For example, as shown in FIG. 1, as a reinforcement of a box-shaped string material 2 as a steel structure, a backing plate 4 is provided on one surface of the string material 2. However, the steel structure joints can be applied to all places where one side is installed where the other side cannot be reached, especially with large diameter holes. It can be applied to the joint, and when the washer 26 is placed at a right angle with respect to the high strength bolt 25, the washer 26 is fitted into the shaft portion of the high strength bolt 25 in the central hole of the washer 26. And the high-strength bolt 25 are in a positional relationship, and the shaft portion of the high-strength bolt 25 is positioned at the center of the washer 26. Therefore, in the above embodiment, the washer 26 can be correctly positioned in the bolt insertion hole 24 of the plate member 2a by positioning the shaft portion of the high-strength bolt 25 at the center of the bolt insertion hole 24. However, by providing the guide member on one side of the washer 26, the washer 26 can be more reliably positioned on the back surface of the plate member 2a. FIG. 6A shows an example in which a guide member 29 is provided by locally providing projections on one side of a washer 26 so as to be scattered in the circumferential direction. As another example, FIG. 6B shows a guide member 30 in which protrusions are made continuous in a certain length in the circumferential direction. In this way, each guide member 29, 30 is engaged along the edge of the bolt insertion hole 24, so that positioning to the bolt insertion hole 24 can be performed smoothly. Positioning can be performed easily. Further, as shown in FIG. 6C, when the head portion 25a and the washer 26 of the high strength bolt 25 are positioned in the back side of the plate member 2a through the bolt insertion hole 24, the shaft portion of the high strength bolt 25 is provided. A ring-shaped (or donut-shaped) guide member 31 having an outer diameter corresponding to the inner diameter of the bolt insertion hole 24 and an inner diameter corresponding to the outer diameter of the shaft portion of the high-strength bolt 25 is fitted. Then, by inserting the bolt into the bolt insertion hole 24, it is possible to guide the positioning of the high-strength bolt 25, and the guide members 29 and 30 are provided on the washer 26 as used in FIGS. The high-strength bolt 25 has been described as a bolt that can be easily guided, but a hexagonal bolt may be used depending on the state of the fastening portion of the joint portion between the plate members, and other books It is of course that various changes and modifications may be made within the scope not departing from the Ming gist.

本発明の鋼構造物の接合方法及び装置の実施の一形態を示す概略図である。It is the schematic which shows one Embodiment of the joining method and apparatus of the steel structure of this invention. 図1のA部の拡大図である。It is an enlarged view of the A section of FIG. 図2のB−B矢視図である。It is a BB arrow line view of FIG. 本発明に用いる座金を示すもので、(イ)は平面図、(ロ)は(イ)の切断側面図である。The washer used for this invention is shown, (A) is a top view, (B) is a cut side view of (A). 本発明による接合時の状態を示す図である。It is a figure which shows the state at the time of joining by this invention. 本発明の他の形態を示すもので、(イ)は座金の片面に、板材のボルト挿通孔に位置決めするガイド部材を局部的に設けた例を示す図、(ロ)はガイド部材を周方向に沿うように設けた例を示す図、(ハ)は高力ボルトの軸部に嵌めて高力ボルトの位置決めをガイドさせるようにした例を示す図である。FIG. 7 shows another embodiment of the present invention, in which (A) shows an example in which a guide member for positioning in a bolt insertion hole of a plate material is locally provided on one side of a washer, and (B) shows a guide member in the circumferential direction. The figure which shows the example provided so that it may follow, (c) is a figure which shows the example which fits the axial part of a high strength bolt, and made it guide the positioning of a high strength bolt. 橋梁等で用いられているトラス梁の概略図である。It is the schematic of the truss beam used by the bridge etc. 図7のC部の拡大図である。It is an enlarged view of the C section of FIG. 図8のD−D拡大断面図である。It is DD expanded sectional drawing of FIG. 従来の鉄骨柱と鉄骨梁の接合部をワンサイドボルトで締結するようにした例を示すもので、(イ)はボルトを長孔に挿入した状態を示す図、(ロ)はボルトを90度回転させてナットで締結する状態を示す図である。It shows an example in which a conventional steel column and steel beam joint is fastened with a one-side bolt. (A) shows a state in which the bolt is inserted into a long hole, (B) shows the bolt at 90 degrees. It is a figure which shows the state rotated and fastened with a nut. 従来の別のワンサイドボルトにより板部材に板部材を接合する例を示すもので、(イ)は締結前の状態図、(ロ)は締結後の状態図である。The example which joins a plate member to a plate member with another conventional one side bolt is shown, (A) is a state figure before fastening, and (B) is a state figure after fastening.

符号の説明Explanation of symbols

2 弦材
2a 板材
4 当て板(板材)
24 ボルト挿通孔
25 高力ボルト
25a 頭部
26 座金
26a 孔
29 ガイド部材
30 ガイド部材
31 ガイド部材
2 String material 2a Plate material 4 Catch plate (plate material)
24 bolt insertion hole 25 high strength bolt 25a head 26 washer 26a hole 29 guide member 30 guide member 31 guide member

Claims (4)

鋼構造物を構成する板材に鋼製の板材を重ねて接合する接合部にボルト接合用のボルト挿通孔を貫通させて設け、上記ボルト挿通孔を通り得る幅寸法と該ボルト挿通孔の内径よりも大きい長さ寸法を有する楕円形状の板状にしてあり且つ中央部に高力ボルトの軸部を通す孔部と該高力ボルトの軸部を斜めに通す孔部とを連通させた孔を有して、上記高力ボルトの軸部に対して直角の状態と斜めの状態との間で姿勢を変えることができるようにしてある板状の座金を用いて、上記高力ボルトの頭部と該高力ボルトに嵌めて斜めの状態にした座金とを、板材接合部の一側面から上記ボルト挿通孔内を通して上記板材接合部の他側面へ位置させ、しかる後、上記高力ボルトを板材接合部の一側面へ引張りながら上記板状の座金を該高力ボルトに対して直角の状態にし、該座金を介して高力ボルトの頭部を板材接合部の他側面に係止させるようにし、高力ボルトの軸部にナットを締結させて接合するようにする鋼構造物の接合方法。 A bolt insertion hole for bolt joining is provided in a joint portion where a steel plate material is overlapped and joined to a plate material constituting a steel structure, and the width dimension that can pass through the bolt insertion hole and the inner diameter of the bolt insertion hole A hole in which the hole portion through which the shaft portion of the high-strength bolt is passed and the hole portion through which the shaft portion of the high-strength bolt is obliquely communicated are formed in the center portion. And using a plate-shaped washer that is capable of changing the posture between a state perpendicular to the shaft portion of the high-strength bolt and an oblique state, and the head of the high-strength bolt And a washer fitted into the high-strength bolt and in an oblique state is positioned from one side surface of the plate material joint portion through the bolt insertion hole to the other side surface of the plate material joint portion, and then the high strength bolt is attached to the plate material. while pulling the one side of the joint to the high power bolt the shaped washer A steel structure in which the head of the high-strength bolt is locked to the other side of the plate material joint portion via the washer, and the nut portion is fastened to the shaft portion of the high-strength bolt to join them. Joining method. 鋼構造物を構成する板材に鋼製の板材を重ねて接合する接合部にボルト接合用のボルト挿通孔を貫通させて設け、該ボルト挿通孔の内径よりも小さい頭部を有する高力ボルトと、上記ボルト挿通孔を通り得る幅寸法と該ボルト挿通孔の内径よりも大きい長さ寸法を有する楕円形状の板状にしてあり且つ中央部に上記高力ボルトの軸部を通す孔部と該高力ボルトの軸部を斜めに通す孔部とを連通させた孔を有して、上記高力ボルトの軸部に対して直角の状態と斜めの状態との間で姿勢を変えることができるようにしてある板状の座金とを備え、且つ該座金を、高力ボルトに対して斜めの状態にしたときに、上記ボルト挿通孔を通過できると共に高力ボルトに対して直角の状態にしたときに上記ボルト挿通孔を通過できないようにしてなり、上記高力ボルトの頭部と該高力ボルトに嵌めた上記座金とを板材接合部の一側面よりボルト挿通孔に挿入して板材接合部の他側面に位置させるようにし、該高力ボルトの頭部を板材接合部の他側面に板状の座金を介して係止させるようにした構成を有することを特徴とする鋼構造物の接合装置。 A high strength bolt having a head portion smaller than the inner diameter of the bolt insertion hole, provided with a bolt insertion hole for bolt joining penetrating in a joint portion where the steel plate material is overlapped and joined to the plate material constituting the steel structure; An elliptical plate shape having a width dimension that can pass through the bolt insertion hole and a length dimension that is larger than the inner diameter of the bolt insertion hole, and a hole section through which the shaft portion of the high-strength bolt passes in the center section; It has a hole that communicates with the hole portion through which the shaft portion of the high-strength bolt is obliquely passed, and the posture can be changed between a state perpendicular to the shaft portion of the high-strength bolt and an oblique state. When the washer is inclined with respect to the high-strength bolt, the washer is allowed to pass through the bolt insertion hole and at a right angle with respect to the high-strength bolt. When it becomes impossible to pass through the bolt insertion hole, The head of the high-strength bolt and the washer fitted to the high-strength bolt are inserted into the bolt insertion hole from one side of the plate joint and are positioned on the other side of the plate joint. A steel structure joining apparatus characterized by having a structure in which the other side surface of the plate material joining portion is locked via a plate-like washer. 高力ボルトの軸部に嵌合させて該高力ボルトの頭部と板材の裏面側との間に係止させるようにする座金に、該座金を板材接合部のボルト挿通孔に位置決めするためのガイド部材を設けた請求項2記載の鋼構造物の接合装置。   In order to position the washer in the bolt insertion hole of the plate material joint portion on the washer that is fitted to the shaft portion of the high strength bolt and locked between the head portion of the high strength bolt and the back side of the plate material The steel structure joining apparatus according to claim 2, wherein the guide member is provided. 外径をボルト挿通孔の内径に対応させた大きさとし且つ内径を高力ボルトの軸部の外径に対応させた大きさとしてあるリング状のガイド部材を、上記ボルト挿通孔に挿入した高力ボルトの軸部に嵌合させてボルト挿通孔内に備えるようにした請求項2記載の鋼構造物の接合装置。   A high strength in which a ring-shaped guide member having an outer diameter corresponding to the inner diameter of the bolt insertion hole and an inner diameter corresponding to the outer diameter of the shaft portion of the high strength bolt is inserted into the bolt insertion hole. The steel structure joining apparatus according to claim 2, wherein the steel structure is fitted to a bolt shaft and provided in a bolt insertion hole.
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