JP6305057B2 - Diagonal reinforcement and reinforcement method - Google Patents

Diagonal reinforcement and reinforcement method Download PDF

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JP6305057B2
JP6305057B2 JP2013272216A JP2013272216A JP6305057B2 JP 6305057 B2 JP6305057 B2 JP 6305057B2 JP 2013272216 A JP2013272216 A JP 2013272216A JP 2013272216 A JP2013272216 A JP 2013272216A JP 6305057 B2 JP6305057 B2 JP 6305057B2
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steel pipe
diagonal
diagonal member
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reinforcing
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JP2015124592A (en
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淳 仲宗根
淳 仲宗根
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Kumagai Gumi Co Ltd
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Description

本発明は、既存の工作物である建物や構造物に設置されたブレース材や、鉄塔のトラス材のような斜材の座屈に関する補強を行うために用いられる補強具及び補強方法に関する。   The present invention relates to a reinforcing tool and a reinforcing method used to reinforce a buckling of a brace material installed in a building or structure, which is an existing workpiece, or a diagonal material such as a truss material of a steel tower.

従来、地震時に比較的大きい圧縮力を受ける斜材の座屈に関する補強のために前記斜材に取り付けられる補強具が提案されている。提案に係る補強具は、斜材の両端部を除いて該斜材の周囲を取り巻く角形の鋼管と、前記鋼管にその長手方向に間隔をおいて設けられ該鋼管の横断方向へ伸びる複数のねじ穴及び該ねじ穴に螺合され前記斜材に向けて前記斜材の手前まで伸びる複数のボルトとを備える(後記特許文献1参照)。   Conventionally, a reinforcing tool attached to the diagonal member has been proposed for reinforcing the buckling of the diagonal member that receives a relatively large compressive force during an earthquake. The reinforcing tool according to the proposal includes a square steel pipe surrounding the diagonal member except for both ends of the diagonal member, and a plurality of screws provided in the steel pipe at intervals in the longitudinal direction and extending in a transverse direction of the steel pipe. A hole and a plurality of bolts that are screwed into the screw hole and extend to the front of the diagonal member toward the diagonal member (see Patent Document 1 below).

この補強具によれば、地震力を受けて斜材に所定大きさの撓みが生じるとき、前記斜材が前記ボルトの端面に当たることにより前記斜材の過大な撓みが防止される。その結果、前記斜材の座屈が防止される。   According to this reinforcing tool, when the diagonal member is deflected to a predetermined size due to the seismic force, the diagonal member is prevented from being excessively bent by hitting the end surface of the bolt. As a result, buckling of the diagonal material is prevented.

特開2002−180535号公報JP 2002-180535 A

ところで、前記従来の補強具は、その構造上、斜材への取り付けのために鋼管を支持することを必要とし、また、このための支持手段及びその設置作業を必要とする。   By the way, the above-mentioned conventional reinforcing tool needs to support a steel pipe for attachment to an oblique member due to its structure, and also requires a supporting means and installation work for this purpose.

本発明の目的は、支持手段を用いることなしに、斜材への取り付けを可能とする補強具及び補強方法を提供することにある。   An object of the present invention is to provide a reinforcing tool and a reinforcing method that can be attached to a diagonal member without using a supporting means.

本発明に係る斜材の補強具は、前記斜材の両端部を除いて該斜材の周囲を取り巻く鋼管と、該鋼管にその長手方向に間隔をおいて設けられ前記鋼管の横断方向へ伸びる複数のねじ穴及び該ねじ穴に螺合された複数のボルトとを含み、
前記鋼管と前記複数のボルトとは、それぞれ、前記斜材に接しかつ該斜材をその横断方向に関して拘束する内周面と端面とを有する。
The diagonal reinforcing member according to the present invention includes a steel pipe that surrounds the diagonal material except for both ends of the diagonal material, and the steel pipe is provided at intervals in the longitudinal direction and extends in the transverse direction of the steel pipe. A plurality of screw holes and a plurality of bolts screwed into the screw holes,
Each of the steel pipe and the plurality of bolts has an inner peripheral surface and an end surface that are in contact with the diagonal member and restrain the diagonal member in the transverse direction thereof.

本発明によれば、補強具を斜材に取り付けたとき、前記斜材を取り巻く鋼管の内周面と前記ボルトの端面とが前記斜材に接し、これにより前記斜材を前記鋼管の横断方向に関して拘束する。同時に、前記補強具は斜材に支持される。このため、前記斜材への前記補強具の取り付けに前記従来における支持手段及びその設置作業を必要としない。前記鋼管及び前記ボルトの拘束を受ける前記斜材は、風外力作用時や地震時に生じる撓みの大きさが制限され、前記斜材の座屈が防止される。   According to the present invention, when the reinforcing tool is attached to the diagonal member, the inner peripheral surface of the steel pipe surrounding the diagonal member and the end surface of the bolt are in contact with the diagonal member, whereby the diagonal member is crossed in the transverse direction of the steel pipe. Restraint with respect to. At the same time, the reinforcing tool is supported by the diagonal member. For this reason, the conventional support means and its installation work are not required for the attachment of the reinforcing tool to the diagonal member. The diagonal member that is restrained by the steel pipe and the bolt is limited in the amount of bending that occurs when an external force acts or during an earthquake, and buckling of the diagonal member is prevented.

前記鋼管は、半円形の横断面形状を有する2つの半割り体からなるものとすることができる。これによれば、前記斜材にその一部を取り巻くように取り付ける作業をより容易に行うことができる。前記2つの半割り体は、例えば溶接により、あるいはフランジ継手を介して、一体とすることができる。   The steel pipe may be composed of two halves having a semicircular cross-sectional shape. According to this, the operation | work which attaches the diagonal material so that the one part may be surrounded can be performed more easily. The two halves can be integrated, for example, by welding or via a flange joint.

本発明に係る補強方法は前記補強具を使用して行う。この補強方法は、工作物に取り付けられた斜材を前記工作物から一時的に取り外し、前記工作物から取り外された斜材の両端部を除いて該斜材の周囲を鋼管で取り巻き、次に、前記鋼管にその長手方向に間隔をおいて設けられ前記鋼管の横断方向へ伸びる複数のねじ穴にそれぞれ螺合された複数のボルトをねじ込み、これにより、前記鋼管の内周面と前記ボルトの端面とを前記斜材に当接させ、前記斜材をその横断方向に関して拘束し、その後、拘束状態におかれた前記斜材を前記工作物に取り付けることを含む。 The reinforcing method according to the present invention is performed using the reinforcing tool . In this reinforcing method, the diagonal member attached to the workpiece is temporarily removed from the workpiece, and the periphery of the diagonal member is wrapped with a steel pipe except for both ends of the diagonal member removed from the workpiece. A plurality of bolts respectively screwed into a plurality of screw holes provided in the steel pipe at intervals in the longitudinal direction and extending in the transverse direction of the steel pipe, whereby the inner peripheral surface of the steel pipe and the bolt An end face abutting against the diagonal member, constraining the diagonal member with respect to a transverse direction thereof, and then attaching the diagonal member placed in a constrained state to the workpiece.

この補強方法によれば、斜材を前記拘束状態におくとき、前記補強具すなわち前記鋼管及び前記ボルトは前記斜材に固定される。したがって、前記斜材が元の工作物に取り付けられるとき、前記補強具は前記斜材に支持された状態におかれ、他方、この状態下で前記斜材は前記補強具による補強作用を受ける。   According to this reinforcing method, when the diagonal member is placed in the restrained state, the reinforcing tool, that is, the steel pipe and the bolt are fixed to the diagonal member. Therefore, when the diagonal member is attached to the original workpiece, the reinforcing member is supported by the diagonal member, while the diagonal member is reinforced by the reinforcing member in this state.

また、本発明に係る他の補強方法は、2つの半割り体からなる鋼管を使用して行う。この補強方法は、工作物に取り付けられた斜材の両端部を除いて該斜材の周囲を2つの半割り体を互いに突き合わせてなる鋼管で取り巻き、両半割り体を互いに結合し、その後、前記鋼管にその長手方向に間隔をおいて設けられ前記鋼管の横断方向へ伸びる複数のねじ穴にそれぞれ螺合された複数のボルトをねじ込み、これにより、前記鋼管の内周面と前記ボルトの端面とを前記斜材に当接させ、前記斜材をその横断方向に関して拘束することを含む。   Moreover, the other reinforcement method which concerns on this invention is performed using the steel pipe which consists of two halves. This reinforcing method is to wrap around the diagonal member with a steel pipe formed by abutting two half members against each other, excluding both ends of the diagonal member attached to the workpiece, and then joining the two half members together. A plurality of bolts respectively screwed into a plurality of screw holes provided at intervals in the longitudinal direction of the steel pipe and extending in the transverse direction of the steel pipe are screwed, whereby an inner peripheral surface of the steel pipe and an end face of the bolt In contact with the diagonal member, and restraining the diagonal member with respect to the transverse direction thereof.

この補強方法によれば、斜材を工作物から取り外すことなしに、前記工作物に取り付けられたままの状態で補強することができる。前記斜材が前記拘束状態におかれるとき、前記補強具すなわち前記鋼管及び前記ボルトは前記斜材に固定される。このため、前記補強具は前記斜材に支持された状態におかれ、他方、この状態下で前記斜材は前記補強具による補強作用を受ける。   According to this reinforcing method, the diagonal member can be reinforced while being attached to the workpiece without removing the diagonal member from the workpiece. When the diagonal member is placed in the restrained state, the reinforcing member, that is, the steel pipe and the bolt are fixed to the diagonal member. For this reason, the reinforcing member is supported by the diagonal member, and on the other hand, the diagonal member is reinforced by the reinforcing member in this state.

本発明が適用される前記斜材は、例えば等辺山形鋼からなる。   The diagonal material to which the present invention is applied is made of, for example, equilateral mountain steel.

本発明の一例に係る補強具の正面図である。It is a front view of the reinforcement tool concerning an example of the present invention. 図1の線2−2に沿って得られた横断面図である。FIG. 2 is a cross-sectional view taken along line 2-2 of FIG. 本発明の他の例に係る補強具の部分斜視図である。It is a fragmentary perspective view of the reinforcement tool which concerns on the other example of this invention. 他の形状の斜材に適用された補強具の横断面図である。It is a cross-sectional view of the reinforcing tool applied to the diagonal material of another shape.

図1を参照すると、本発明の一例に係る補強具が全体に符号10で示されている。   Referring to FIG. 1, a reinforcer according to an example of the present invention is indicated generally by the numeral 10.

補強具10は、既存の工作物、例えば建物や構造物(図示せず)に設置され前記建物や構造物の変形を防ぐ構造部材であるブレース材や、鉄塔(図示せず)のトラス材のような斜材12を補強の対象としてこれに取り付けられ、当該補強により、斜材12の座屈耐力が実質的に高められる。   The reinforcing tool 10 is a brace material that is installed in an existing workpiece, for example, a building or a structure (not shown) and prevents deformation of the building or structure, or a truss material for a steel tower (not shown). The diagonal member 12 is attached to this as an object of reinforcement, and the buckling strength of the diagonal member 12 is substantially increased by the reinforcement.

斜材12は、等辺山形鋼(図2)、溝形鋼(図3)等からなる形鋼や、鋼管(図示せず)等からなり、その両端部20を介して、前記工作物に取り付けられている。図1に示すところでは、斜材12は、補強具10の取り付けのために一時的に前記工作物から取り外され、その後、補強具10が取り付けられた状態にある。補強具10が取り付けられた斜材12は、前記工作物における元の位置に戻され、該工作物に取り付けられる。   The diagonal member 12 is made of a shape steel made of equilateral angle steel (FIG. 2), groove steel (FIG. 3) or the like, a steel pipe (not shown), etc., and is attached to the workpiece via both end portions 20 thereof. It has been. As shown in FIG. 1, the diagonal member 12 is temporarily detached from the workpiece for attachment of the reinforcing tool 10, and then the reinforcing tool 10 is attached. The diagonal member 12 to which the reinforcing tool 10 is attached is returned to the original position in the workpiece and attached to the workpiece.

補強具10は鋼管14と、該鋼管に設けられ鋼管14の横断方向へ向けて伸びる複数のねじ穴16(図2、図3参照)及び各ねじ穴16に螺合されたボルト18とを含む。   The reinforcing tool 10 includes a steel pipe 14, a plurality of screw holes 16 (see FIGS. 2 and 3) provided in the steel pipe and extending in a transverse direction of the steel pipe 14, and bolts 18 screwed into the screw holes 16. .

図示の鋼管14は円形の横断面形状を有する円形鋼管からなり、斜材12の両端部20を除いて、斜材12の周囲を取り巻いている。鋼管14は、図示の例に代えて、半円形の横断面形状を有する2つの半割り体(図示せず)からなるものとすることができる。前記2つの半割り体には、これらを半径方向に突き合わせて円筒体とするために、フランジ継手(図示せず)が設けられる。あるいは、前記2つの半割り体は溶接により結合され、円筒体とされる。鋼管14を前記2つの半割り体で構成するときは、前記工作物から斜材12を取り外すことなく、前記工作物に取り付けられたままの状態で、斜材12に対する補強具10の取り付けを行うことができる。なお、鋼管14は、前記円形以外の例えば矩形の横断面形状を有するものとすることができる。非円形の横断面形状を有する前記鋼管についても、これが2つの半割り体からなるものとすることができる。   The illustrated steel pipe 14 is a circular steel pipe having a circular cross-sectional shape, and surrounds the periphery of the diagonal member 12 except for both end portions 20 of the diagonal member 12. The steel pipe 14 may be composed of two halves (not shown) having a semicircular cross-sectional shape instead of the illustrated example. The two halves are provided with a flange joint (not shown) in order to make them butt in the radial direction to form a cylindrical body. Alternatively, the two halves are joined together by welding to form a cylindrical body. When the steel pipe 14 is composed of the two halves, the reinforcing member 10 is attached to the diagonal member 12 without removing the diagonal member 12 from the workpiece while being attached to the workpiece. be able to. In addition, the steel pipe 14 can have a rectangular cross-sectional shape other than the circular shape, for example. Also for the steel pipe having a non-circular cross-sectional shape, this may consist of two halves.

複数のねじ穴16は鋼管14の長手方向に間隔(好ましくは等間隔)をおいて配置されている。図示の例にあっては、等辺山形鋼(図1及び図2)又は溝形鋼(図3)からなる斜材12への補強具10の適用を可能とすべく、前記複数のねじ穴16を一列とする四列のねじ穴16がそれぞれ鋼管14の周方向に90度の間隔をおいて設けられている。例えば、等辺山形鋼(図1)からなる斜材12に対する適用においては、前記四列のねじ穴16の内の互いに隣接する二列のねじ穴16が用いられ、これらのねじ穴16のそれぞれにボルト18が螺合されている。また、溝形鋼(図3)からなる斜材12への適用のために前記四列のねじ穴16の内の3列のねじ穴16が用いられ、これらのねじ穴16のそれぞれにボルト18が螺合されている。鋼管14における複数のねじ穴16の配置位置は、斜材12の形状に応じて定めることができる。また、鋼管14は、前記したところから明らかなように、斜材12の周囲を取り巻くことができる大きさ(図示の例では内径)を有する。   The plurality of screw holes 16 are arranged at intervals (preferably at equal intervals) in the longitudinal direction of the steel pipe 14. In the example shown in the drawing, the plurality of screw holes 16 are provided so that the reinforcing tool 10 can be applied to the diagonal member 12 made of equilateral angle steel (FIGS. 1 and 2) or groove steel (FIG. 3). Are arranged in a row at intervals of 90 degrees in the circumferential direction of the steel pipe 14. For example, in the application to the diagonal member 12 made of equilateral angle steel (FIG. 1), two adjacent screw holes 16 of the four screw holes 16 are used, and each of these screw holes 16 is used. Bolts 18 are screwed together. Further, three rows of screw holes 16 among the four rows of screw holes 16 are used for application to the diagonal member 12 made of channel steel (FIG. 3), and bolts 18 are respectively inserted into these screw holes 16. Are screwed together. The arrangement positions of the plurality of screw holes 16 in the steel pipe 14 can be determined according to the shape of the diagonal member 12. Further, as is apparent from the above, the steel pipe 14 has a size (in the illustrated example, an inner diameter) that can surround the diagonal member 12.

図2を参照すると、鋼管14は円筒面からなる内周面22を有する。鋼管14の内周面22は、等辺山形鋼からなる斜材12に、該斜材の2つの先端24において、接している。他方、各ボルト18は端面26を有する。ボルト18の端面26は、斜材12に、その2つの外側面28において接している。これにより、斜材12が、鋼管14の内部において、鋼管14の内周面22と複数のボルト18の端面26とにより、鋼管14の横断方向に関して拘束されている。また、この拘束により、鋼管14及びボルト18を含む補強具10が斜材12に支持される。このため、補強具18についての従来におけるような格別な支持手段を必要としない。   Referring to FIG. 2, the steel pipe 14 has an inner peripheral surface 22 formed of a cylindrical surface. The inner peripheral surface 22 of the steel pipe 14 is in contact with the diagonal member 12 made of equilateral angle steel at two tips 24 of the diagonal member. On the other hand, each bolt 18 has an end face 26. The end face 26 of the bolt 18 is in contact with the diagonal 12 at its two outer faces 28. Accordingly, the diagonal member 12 is constrained in the transverse direction of the steel pipe 14 by the inner peripheral surface 22 of the steel pipe 14 and the end faces 26 of the plurality of bolts 18 inside the steel pipe 14. In addition, due to this restraint, the reinforcing member 10 including the steel pipe 14 and the bolt 18 is supported by the diagonal member 12. For this reason, the special support means about the reinforcement tool 18 like before is not required.

また、図3を参照すると、鋼管14の内周面22が、溝形鋼からなる斜材12に、該斜材の両先端30において接している。さらに、複数のボルト18の端面26が、斜材12に、その3つの外側面32において接している。これにより、斜材12が、鋼管14の内部において、鋼管14の内周面22と複数のボルト18の端面26とにより鋼管14の横断方向に関して拘束されている。また、この拘束により、鋼管14及びボルト18を含む補強具10が斜材12に固定され、該斜材に支持される。   Referring to FIG. 3, the inner peripheral surface 22 of the steel pipe 14 is in contact with the diagonal member 12 made of channel steel at both ends 30 of the diagonal member. Furthermore, the end surfaces 26 of the plurality of bolts 18 are in contact with the diagonal member 12 at the three outer surfaces 32 thereof. Accordingly, the diagonal member 12 is constrained in the transverse direction of the steel pipe 14 by the inner peripheral surface 22 of the steel pipe 14 and the end faces 26 of the plurality of bolts 18 inside the steel pipe 14. Further, by this constraint, the reinforcing tool 10 including the steel pipe 14 and the bolt 18 is fixed to the diagonal member 12 and supported by the diagonal member.

なお、ボルト18の配置位置、数量等は、斜材12と鋼管14との接触の態様に応じて設定することができる。例えば、図3で見て、鋼管14の内周面22が、斜材12の両端面30と、これに加えて、斜材12の隣接する2つの外側面32の交差箇所33とに接するときは、上方に位置するボルト18を不要とすることができる。   In addition, the arrangement | positioning position, quantity, etc. of the volt | bolt 18 can be set according to the contact aspect of the diagonal 12 and the steel pipe 14. FIG. For example, as shown in FIG. 3, when the inner peripheral surface 22 of the steel pipe 14 is in contact with both end faces 30 of the diagonal member 12 and, in addition to this, an intersection 33 of two adjacent outer side surfaces 32 of the diagonal member 12. Can eliminate the bolt 18 located above.

斜材12に対してボルト18の端面26が接する箇所は、図2に示す外側面28以外の他の箇所とすることができる。例えば、斜材12の両外側面28の交差箇所34とすることができる。この例においては、鋼管14は、斜材12に対して、前記四列のねじ穴16の内の1列のねじ穴16が斜材12の交差箇所34に対向するように、配置される。   The place where the end face 26 of the bolt 18 is in contact with the diagonal member 12 may be a place other than the outer face 28 shown in FIG. For example, it can be the intersection 34 of both outer side surfaces 28 of the diagonal member 12. In this example, the steel pipe 14 is arranged with respect to the diagonal member 12 so that one row of the screw holes 16 in the four rows of screw holes 16 faces the intersection 34 of the diagonal member 12.

斜材12に対する鋼管14の内周面22の接触圧の大きさは、各ねじ穴16における各ボルト18のねじ込み量をもって調整することができる。また、図示の例のように配置された複数のねじ穴16を有する鋼管14を用いて他の形状、大きさ等を有する斜材の補強を行う場合、ボルト18のねじ込み量を調整することにより、前記斜材を鋼管14の内周面22に押し付けてこれを鋼管14内において拘束することができる。   The magnitude of the contact pressure of the inner peripheral surface 22 of the steel pipe 14 with respect to the diagonal member 12 can be adjusted by the screwing amount of each bolt 18 in each screw hole 16. Further, when reinforcing a diagonal member having another shape, size, etc., using a steel pipe 14 having a plurality of screw holes 16 arranged as shown in the figure, by adjusting the screwing amount of the bolt 18 The diagonal member can be pressed against the inner peripheral surface 22 of the steel pipe 14 and restrained in the steel pipe 14.

次に、図4を参照して、本発明の他の例に係る補強具40について説明する。   Next, a reinforcing tool 40 according to another example of the present invention will be described with reference to FIG.

この補強具40は、図2に示す補強具10と同様、等辺山形鋼からなる斜材12に適用されている。この補強具40は鋼管44を有し、図示の鋼管44は円筒体からなる。鋼管44は、補強具10の鋼管14と異なり、ねじ穴16及びボルト18を有しない。また、鋼管44は、鋼管14よりも小さい内径を有する。   This reinforcing tool 40 is applied to the diagonal member 12 made of equilateral angle steel, like the reinforcing tool 10 shown in FIG. The reinforcing tool 40 has a steel pipe 44, and the illustrated steel pipe 44 is formed of a cylindrical body. Unlike the steel pipe 14 of the reinforcing tool 10, the steel pipe 44 does not have the screw hole 16 and the bolt 18. Further, the steel pipe 44 has a smaller inner diameter than the steel pipe 14.

鋼管44は、斜材12の両先端24と、両外側面28の交差箇所34とに接する内周面46を有する。これによれば、斜材12は鋼管14の内周面46により、鋼管44の横断方向に関して拘束される。   The steel pipe 44 has an inner peripheral surface 46 that is in contact with both ends 24 of the diagonal member 12 and the intersection 34 of both outer side surfaces 28. According to this, the diagonal member 12 is restrained with respect to the transverse direction of the steel pipe 44 by the inner peripheral surface 46 of the steel pipe 14.

なお、鋼管44は、鋼管14と同様、矩形のような円形以外の横断面形状を有するものとすることができる。また、前記したような2つの半割り体からなるものとすることができる。   The steel pipe 44 may have a cross-sectional shape other than a circle such as a rectangle, like the steel pipe 14. Moreover, it can consist of two halves as described above.

斜材12を鋼管14、44の横断方向に関して拘束することにより、斜材12は地震時に受ける圧縮力のために生じる撓みの大きさが制限され、斜材12の座屈が防止される By constraining the diagonal member 12 with respect to the transverse direction of the steel pipes 14 and 44, the diagonal member 12 is limited in the amount of bending caused by the compressive force received during an earthquake and the buckling of the diagonal member 12 is prevented .

10 補強具
12 斜材
14 鋼管
16 ねじ穴
18 ボルト
20 斜材の両端部
22 鋼管の内周面
26 ボルトの端面
44 鋼管
46 鋼管の内周面
DESCRIPTION OF SYMBOLS 10 Reinforcement tool 12 Diagonal material 14 Steel pipe 16 Screw hole 18 Bolt 20 Both ends 22 of diagonal material Inner peripheral surface 26 of steel pipe End surface 44 of bolt 44 Steel pipe 46 Inner peripheral surface of steel pipe

Claims (5)

斜材の補強具であって、
前記斜材の両端部を除いて該斜材の周囲を取り巻く鋼管と、
前記鋼管にその長手方向に間隔をおいて設けられ前記鋼管の横断方向へ伸びる複数のねじ穴及び該ねじ穴に螺合された複数のボルトとを含み、
前記鋼管と前記複数のボルトとは、それぞれ、前記斜材に接しかつ該斜材をその横断方向に関して拘束する内周面と端面とを有する、斜材の補強具。
Diagonal reinforcement,
A steel pipe surrounding the diagonal material except for both ends of the diagonal material;
A plurality of screw holes provided in the steel pipe at intervals in the longitudinal direction and extending in a transverse direction of the steel pipe, and a plurality of bolts screwed into the screw holes;
The steel pipe and the plurality of bolts each have a diagonal reinforcing member having an inner peripheral surface and an end surface that are in contact with the diagonal and constrain the diagonal in the transverse direction.
前記鋼管は、半円形の横断面形状を有する2つの半割り体からなる、請求項に記載の斜材の補強具。 The diagonal reinforcing member according to claim 1 , wherein the steel pipe is composed of two halves having a semicircular cross-sectional shape. 前記斜材は等辺山形鋼からなる、請求項1又は2に記載の補強具。 The reinforcing tool according to claim 1 or 2 , wherein the diagonal member is made of equilateral angle steel. 工作物に取り付けられた斜材を前記工作物から一時的に取り外すこと、
前記工作物から取り外された斜材の両端部を除いて該斜材の周囲を鋼管で取り巻くこと、
前記鋼管にその長手方向に間隔をおいて設けられ前記鋼管の横断方向へ伸びる複数のねじ穴にそれぞれ螺合された複数のボルトをねじ込み、これにより、前記鋼管の内周面と前記ボルトの端面とを前記斜材に当接させ、前記斜材をその横断方向に関して拘束すること、
その後、拘束状態におかれた前記斜材を前記工作物に取り付けることを含む、斜材の補強方法。
Temporarily removing the diagonal attached to the workpiece from the workpiece;
Surrounding the diagonal with a steel pipe except for both ends of the diagonal removed from the workpiece;
A plurality of bolts respectively screwed into a plurality of screw holes provided at intervals in the longitudinal direction of the steel pipe and extending in the transverse direction of the steel pipe are screwed, whereby an inner peripheral surface of the steel pipe and an end face of the bolt Abutting the diagonal member and restraining the diagonal member with respect to its transverse direction,
Thereafter, the diagonal member is reinforced by attaching the diagonal member placed in a restrained state to the workpiece.
工作物に取り付けられた斜材の両端部を除いて該斜材の周囲を2つの半割り体を互いに突き合わせてなる鋼管で取り巻くこと、
両半割り体を互いに結合すること、
前記鋼管にその長手方向に間隔をおいて設けられ前記鋼管の横断方向へ伸びる複数のねじ穴にそれぞれ螺合された複数のボルトをねじ込み、これにより、前記鋼管の内周面と前記ボルトの端面とを前記斜材に当接させ、前記斜材をその横断方向に関して拘束することを含む、斜材の補強方法。
Encircling the periphery of the diagonal member with a steel pipe formed by abutting two halves together, excluding both ends of the diagonal member attached to the workpiece;
Joining the halves together,
A plurality of bolts respectively screwed into a plurality of screw holes provided at intervals in the longitudinal direction of the steel pipe and extending in the transverse direction of the steel pipe are screwed, whereby an inner peripheral surface of the steel pipe and an end face of the bolt A method of reinforcing a diagonal member, comprising contacting the diagonal member with respect to a transverse direction thereof.
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