JP2015025299A - Crack extension prevention device and method - Google Patents

Crack extension prevention device and method Download PDF

Info

Publication number
JP2015025299A
JP2015025299A JP2013155623A JP2013155623A JP2015025299A JP 2015025299 A JP2015025299 A JP 2015025299A JP 2013155623 A JP2013155623 A JP 2013155623A JP 2013155623 A JP2013155623 A JP 2013155623A JP 2015025299 A JP2015025299 A JP 2015025299A
Authority
JP
Japan
Prior art keywords
crack
reinforced
reinforced portion
fastening member
fixing
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP2013155623A
Other languages
Japanese (ja)
Inventor
信弥 宮崎
Shinya Miyazaki
信弥 宮崎
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
IHI Corp
Original Assignee
IHI Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by IHI Corp filed Critical IHI Corp
Priority to JP2013155623A priority Critical patent/JP2015025299A/en
Publication of JP2015025299A publication Critical patent/JP2015025299A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Bridges Or Land Bridges (AREA)
  • Connection Of Plates (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a crack extension prevention device and method that can be applied to a crack made in a general region (for example, a flat plate part) of a structure and can prevent the crack from extending only by fastening a bolt.SOLUTION: A crack extension prevention device includes: one or a plurality of reinforcement members 12 which extend along one surface or both surfaces of a part 4 to be reinforced across a crack 3; and a fastening member 14 which fastens the reinforcement member 12 to the part 4 to be reinforced on both sides across the crack 3. Each reinforcement member 12 has a pair of anchoring parts 13a which are in contact with a surface of the part 4 to be reinforced across the crack 3 and anchored integrally to the surface of the part 4 to be reinforced with fastening force T by the fastening member 14; and a deformation part 13b which holds the pair of anchoring parts 13a with the part 4 to be reinforced and deforms with the fastening force T by the fastening member 14 to press each anchoring part 13a against the crack 3 along the surface of the part 4 to be reinforced.

Description

本発明は、構造物に生じたき裂の進展を防止するき裂進展防止装置と方法に関する。   The present invention relates to a crack growth preventing apparatus and method for preventing the growth of a crack generated in a structure.

例えば橋梁、クレーンなどの構造物において、供用時の繰返し応力による疲労現象や、地震等による過大応力により構造物の表面や内部にき裂が生じることがある。
このような場合、構造物に生じたき裂の進展を防止する手段として、例えば特許文献1〜4が提案されている。
For example, in a structure such as a bridge or a crane, a crack may occur on the surface or inside of the structure due to a fatigue phenomenon due to repeated stress during service or an excessive stress due to an earthquake or the like.
In such a case, for example, Patent Documents 1 to 4 have been proposed as means for preventing the development of a crack generated in the structure.

特許文献1の「鋼製橋脚の補強施工方法」は、柱部材と梁部材の少なくとも一方と、補強部材との間に温度差を与えて連結し、その後の温度差の低減により、柱部材と梁部材の接続部又はその近傍に作用する内力と相殺される向きのプレストレス力を発生させるものである。   Patent Literature 1 discloses a method for reinforcing steel piers in which a column member and a beam member are connected to each other with a temperature difference between the column member and the beam member. A prestressing force is generated in a direction that is offset by an internal force that acts on or near the connecting portion of the beam member.

特許文献2の「脆性き裂伝播停止に優れた補強構造」は、脆性き裂を跨ぐ補強板とこの補強板を母材に結合する結合手段とによって、補強板に予め引張ひずみが付与されるものである。この付与は、加熱または機械的な引張力による。   Patent Document 2 “Reinforcing Structure Excellent in Stopping Brittle Crack Propagation” is that a tensile strain is applied to the reinforcing plate in advance by the reinforcing plate straddling the brittle crack and the coupling means for connecting the reinforcing plate to the base material. Is. This application is by heating or mechanical tension.

特許文献3の「鋼橋のソールプレートすみ肉溶接部からのき裂の補修・補強構造」は、主桁のフランジのソールプレートのすみ肉溶接部と反対側に、主桁のフランジと平行に延びる補強板を当て、該補強板に主桁のフランジと反対側から押え材を当て、該補強板を主桁のフランジと押え材とで挟み高力ボルトで締付け、押え材と主桁の端補剛材またはウエブとを高力ボルトで締結するものである。   Patent Document 3 “Repair / Reinforcement Structure for Cracks from Fillet Welded Parts of Steel Bridge Sole Plate” is on the side opposite to the fillet welded part of the sole plate of the main girder flange, parallel to the flange of the main girder. Apply the extending reinforcing plate, apply the presser material to the reinforcing plate from the opposite side of the main girder flange, sandwich the reinforcing plate between the main girder flange and the presser material, and tighten with the high strength bolts. A stiffener or web is fastened with a high-strength bolt.

特許文献4の「鋼床版補強工法及びその工法に用いられる鋼コンクリート合成パネル」は、舗装が撤去された鋼床版のデッキプレートの上に、縞鋼板の上面に繊維強化コンクリートを打設して一体化してなる鋼コンクリート合成パネルを敷設し、該鋼コンクリート合成パネルをデッキプレートに固定するものである。   Patent Document 4 “Steel Reinforcement Method and Steel-Concrete Composite Panel Used in the Construction Method” is a method of placing fiber reinforced concrete on the top surface of a striped steel plate on the deck plate of the steel floor slab from which the pavement has been removed. The steel-concrete composite panel is integrated and fixed, and the steel-concrete composite panel is fixed to the deck plate.

特開2004−68402号公報JP 2004-68402 A 特許第4909237号公報Japanese Patent No. 4909237 特開2000−288726号公報JP 2000-288726 A 特開2011−42985号公報JP 2011-42985 A

上述した従来の手段(き裂進展防止手段)は、以下の問題点があった。
特許文献1の手段は、被補強部(柱部材と梁部材)と補強部材との伝熱により温度差を保つことが困難である。また、高温の補強部材をボルト等で締結するのは施工が困難であった。
特許文献2の手段は、構造物の補修現場で機械的に引張力を与える装置を設置することは困難である。また部材を溶接することはそこが破壊起点になる可能性が高い。
特許文献3の手段は、構造物に補強板を高力ボルトで締付ける部材(この例では主桁の端補剛材またはウエブ)がある場合に限られる。
特許文献4の手段は、鋼床版のデッキプレートに限られる。
The conventional means (crack growth preventing means) described above has the following problems.
In the means of Patent Document 1, it is difficult to maintain a temperature difference due to heat transfer between the portion to be reinforced (column member and beam member) and the reinforcing member. Moreover, it is difficult to fasten the high-temperature reinforcing member with a bolt or the like.
With the means of Patent Document 2, it is difficult to install a device that mechanically applies a tensile force at a repair site of a structure. Moreover, there is a high possibility that welding a member will be a starting point for destruction.
The means of Patent Document 3 is limited to the case where there is a member (in this example, the end stiffener or web of the main girder) that fastens the reinforcing plate with a high-strength bolt to the structure.
The means of patent document 4 is restricted to the deck plate of a steel deck.

そのため、橋梁、クレーンなどの構造物の一般的な部位(例えば平板部)に生じたき裂への適用が困難であった。   For this reason, it has been difficult to apply to a crack generated in a general portion (for example, a flat plate portion) of a structure such as a bridge or a crane.

本発明は、上述した問題点を解決するために創案されたものである。すなわち、本発明の目的は、構造物の一般的な部位(例えば平板部)に生じたき裂へ適用することができ、ボルトを締結するだけでき裂の進展を防止することができるき裂進展防止装置と方法を提供することにある。   The present invention has been developed to solve the above-described problems. That is, the object of the present invention can be applied to a crack generated in a general part of a structure (for example, a flat plate portion), and can prevent crack propagation by only fastening a bolt and preventing crack propagation. It is to provide an apparatus and method.

本発明によれば、構造物の被補強部に生じたき裂の進展を防止するき裂進展防止装置であって、
前記き裂を跨いで前記被補強部の片面又は両面に沿って延びる1又は複数の補強部材と、
前記き裂を跨いだ両側で前記補強部材を前記被補強部に締結する締結部材と、を備え、
各補強部材は、前記き裂を跨いで前記被補強部の表面に密着し、前記締結部材による締付力で前記被補強部の表面に一体的に固着される1対の固着部と、
前記被補強部との間に1対の前記固着部を挟持し、前記締結部材による締付力で変形して各固着部を前記被補強部の表面に沿ってき裂に向けて押し付ける変形部と、を有する、ことを特徴とするき裂進展防止装置が提供される。
According to the present invention, there is provided a crack growth preventing apparatus for preventing the development of a crack generated in a reinforced portion of a structure,
One or more reinforcing members extending along one or both sides of the reinforced portion across the crack; and
A fastening member that fastens the reinforcing member to the reinforced portion on both sides straddling the crack; and
Each reinforcing member is in close contact with the surface of the reinforced portion across the crack, and a pair of fixing portions that are integrally fixed to the surface of the reinforced portion by the clamping force of the fastening member;
A pair of the fixing portions sandwiched between the reinforced portion and a deforming portion that deforms by the clamping force of the fastening member and presses the fixing portions along the surface of the reinforced portion toward the crack; , And a crack propagation preventing device is provided.

前記補強部材は、一体部材、又は、1対の固着部と単一の変形部とからなる。   The reinforcing member includes an integral member or a pair of fixing portions and a single deformation portion.

前記固着部は、前記締結部材による締付力で前記被補強部の表面に噛みこみ、前記被補強部との摩擦係数を増大させる爪部を有する。   The adhering portion has a claw portion that is engaged with the surface of the reinforced portion by a tightening force of the fastening member and increases a coefficient of friction with the reinforced portion.

前記被補強部は、前記固着部と嵌合し前記固着部を一体的に固着する突起部又は凹溝を有する。   The to-be-reinforced portion has a protrusion or a groove that fits with the fixing portion and integrally fixes the fixing portion.

前記締結部材は、前記被補強部に設けられた雌ねじ穴と螺合するボルト、又は被補強部に設けられた貫通孔を通して前記補強部材の両端部と前記被補強部を共締めするボルトとナットである。   The fastening member is a bolt that is screwed into a female screw hole provided in the reinforced portion, or a bolt and a nut that fasten both ends of the reinforcing member and the reinforced portion through a through hole provided in the reinforced portion. It is.

前記ボルトは、前記被補強部の表面に前記固着部を摩擦接合により一体的に固着する高力ボルトである。   The bolt is a high-strength bolt that integrally fixes the fixing portion to the surface of the reinforced portion by friction bonding.

また本発明によれば、構造物の被補強部に生じたき裂の進展を防止するき裂進展防止方法であって、
1又は複数の補強部材と、
該補強部材の両端部を前記被補強部に締結する締結部材と、を準備し、
各補強部材は、1対の固着部と変形部とを有しており、
(A)前記1又は複数の補強部材を、前記き裂を跨いで前記被補強部の片面又は両面に沿って配置し、
(B)前記変形部と前記被補強部との間に1対の前記固着部を挟持し、
(C)前記1対の固着部を、前記き裂を跨いで前記被補強部の表面に密着させ、
(D)前記締結部材により、前記き裂を跨いだ両側で前記補強部材を前記被補強部に締結し、
(E)前記締結部材による締付力で前記固着部を前記被補強部の表面に一体的に固着し、
(F)前記締結部材による締付力で前記変形部を変形させて各固着部を前記被補強部の表面に沿ってき裂に向けて押し付ける、ことを特徴とするき裂進展防止方法が提供される。
Further, according to the present invention, there is provided a crack propagation preventing method for preventing the crack from occurring in the reinforced portion of the structure,
One or more reinforcing members;
A fastening member for fastening both ends of the reinforcing member to the reinforced portion, and
Each reinforcing member has a pair of fixed portions and deformed portions,
(A) The one or more reinforcing members are disposed along one or both sides of the reinforced portion across the crack,
(B) A pair of the fixing portions are sandwiched between the deformable portion and the reinforced portion,
(C) The pair of fixing portions are closely attached to the surface of the reinforced portion across the crack,
(D) The fastening member fastens the reinforcing member to the reinforced portion on both sides across the crack,
(E) The fixing portion is integrally fixed to the surface of the reinforced portion by the tightening force of the fastening member,
(F) A crack propagation preventing method is provided, wherein the deforming portion is deformed by a tightening force of the fastening member, and the fixing portions are pressed toward the crack along the surface of the reinforced portion. The

上記本発明の装置と方法によれば、各補強部材が1対の固着部と変形部とを有するので、変形部と構造物の被補強部との間に1対の固着部を挟持し、1対の固着部を、き裂を跨いで被補強部の表面に密着させ、締結部材により、き裂を跨いだ両側で補強部材を被補強部に締結することができる。これにより、締結部材による締付力で固着部を構造物の表面に一体的に固着し、かつ締結部材による締付力で変形部を変形させて各固着部を構造物の表面に沿ってき裂に向けて押し付けることができる。   According to the apparatus and method of the present invention, each reinforcing member has a pair of fixed portions and a deformed portion, so that the pair of fixed portions are sandwiched between the deformed portion and the reinforced portion of the structure, The pair of fixing portions can be brought into close contact with the surface of the reinforced portion across the crack, and the reinforcing member can be fastened to the reinforced portion on both sides of the crack with the fastening member. As a result, the fixing portion is integrally fixed to the surface of the structure by the tightening force of the fastening member, and the deformation portion is deformed by the tightening force of the fastening member so that each fixing portion is cracked along the surface of the structure. Can be pressed toward

この押付力はき裂が閉じる方向に働くことから、外力がき裂を開いて進展させようとする作用を打消し、き裂進展を防止する。
従って、構造物の一般的な部位(例えば平板部)に生じたき裂へ適用することができ、締結部材(ボルト)を締結するだけでき裂の進展を防止することができる。
Since this pressing force works in the direction in which the crack closes, the external force cancels the action of opening the crack and propagating it, thereby preventing crack propagation.
Therefore, the present invention can be applied to a crack generated in a general portion (for example, a flat plate portion) of the structure, and only the fastening member (bolt) can be fastened to prevent the crack from progressing.

き裂の発生例(A)と本発明のき裂進展防止装置の模式図(B)である。It is a schematic diagram (B) of the crack generation example (A) and the crack propagation preventing device of the present invention. 本発明のき裂進展防止装置の第1実施形態図である。It is 1st Embodiment figure of the crack growth prevention apparatus of this invention. 本発明のき裂進展防止方法のフローチャートである。It is a flowchart of the crack growth prevention method of the present invention. 本発明のき裂進展防止装置の第2実施形態図である。It is 2nd Embodiment figure of the crack growth prevention apparatus of this invention. 本発明のき裂進展防止装置の第3実施形態図である。It is 3rd Embodiment figure of the crack growth prevention apparatus of this invention. 本発明のき裂進展防止装置の第4実施形態図である。It is 4th Embodiment figure of the crack growth prevention apparatus of this invention. 本発明のき裂進展防止装置の第5実施形態図である。It is 5th Embodiment figure of the crack growth prevention apparatus of this invention. 固着部と被補強部の表面の具体例を示す図である。It is a figure which shows the specific example of the surface of an adhering part and a to-be-reinforced part.

以下、本発明の好ましい実施形態を添付図面に基づいて詳細に説明する。なお、各図において共通する部分には同一の符号を付し、重複した説明を省略する。   Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings. In addition, the same code | symbol is attached | subjected to the common part in each figure, and the overlapping description is abbreviate | omitted.

図1は、き裂3の発生例(A)と本発明のき裂進展防止装置10の模式図(B)である。   FIG. 1 is a schematic diagram (B) of an example (A) of crack 3 generation and a crack growth preventing device 10 of the present invention.

図1(A)において、1は橋梁、クレーンなどの構造物、2は構造物1を構成する平板部、3は平板部2に生じたき裂を示している。
以下、き裂3を含む構造物1の部位(この例で平板部2)を単に「被補強部」と呼び、符号4で示す。
なお、被補強部4は、平板部2に限定されず、鋳造部材のブロック等であってもよい。また、き裂3は、被補強部4を厚さ方向に貫通したものに限定されず、表面又は内部のみに存在するものであってもよい。
In FIG. 1A, 1 is a structure such as a bridge or a crane, 2 is a flat plate portion constituting the structure 1, and 3 is a crack generated in the flat plate portion 2.
Hereinafter, the portion of the structure 1 including the crack 3 (the flat plate portion 2 in this example) is simply referred to as a “reinforced portion” and indicated by reference numeral 4.
In addition, the to-be-reinforced part 4 is not limited to the flat plate part 2, A block etc. of a cast member may be sufficient. Moreover, the crack 3 is not limited to what penetrated the to-be-reinforced part 4 in the thickness direction, and may exist only in the surface or the inside.

図1(B)に示すように、本発明のき裂進展防止装置10は、補強部材12と締結部材14とを備える。   As shown in FIG. 1B, the crack propagation preventing device 10 of the present invention includes a reinforcing member 12 and a fastening member 14.

補強部材12は、この図では、単一であり、き裂3を跨いで構造物1の被補強部4の片面に沿って延びる。なお、補強部材12を複数(例えば2枚)設け、き裂3を跨いで被補強部4の両面に沿って配置してもよい。き裂3を跨いで位置する補強部材12の両端部(図で左右方向)には、ボルトを通すボルト穴が設けられている。両端部のボルト穴は、それぞれ単数でも複数でもよい。   In this drawing, the reinforcing member 12 is single and extends along one side of the portion to be reinforced 4 of the structure 1 across the crack 3. Note that a plurality (for example, two) of the reinforcing members 12 may be provided and disposed along both surfaces of the reinforced portion 4 across the crack 3. Bolt holes through which the bolts are passed are provided at both ends (left and right in the drawing) of the reinforcing member 12 positioned across the crack 3. The bolt holes at both ends may be single or plural.

被補強部4には、き裂3を跨いで補強部材12のボルト穴に対向する位置に同様のボルト穴、又は雌ねじ穴を予め設けておく。   A similar bolt hole or female screw hole is provided in advance in the portion to be reinforced 4 at a position facing the bolt hole of the reinforcing member 12 across the crack 3.

締結部材14は、この図では、4本のボルトであり、き裂3を跨いだ両側で補強部材12を被補強部4に締結する。
なお、締結部材14は、この例では、被補強部4に設けられた貫通孔を通して補強部材12の両端部と被補強部4を共締めするボルトとナット(図示せず)であるが、被補強部4に設けられた雌ねじ穴と螺合するボルトであってもよい。
In this drawing, the fastening member 14 is four bolts, and fastens the reinforcing member 12 to the reinforced portion 4 on both sides straddling the crack 3.
In this example, the fastening member 14 is a bolt and a nut (not shown) that fasten both ends of the reinforcing member 12 and the reinforced portion 4 through the through-holes provided in the reinforced portion 4. It may be a bolt that is screwed into a female screw hole provided in the reinforcing portion 4.

図2は、本発明のき裂進展防止装置10の第1実施形態図である。この図において、(A)は締結部材14の締結前、(B)は締結部材14の締結後を示している。
図2(A)において、2枚の補強部材12が、き裂3を跨いで被補強部4の両面に沿って延びる。また、この例において、締結部材14は、被補強部4に設けられた貫通孔を通して補強部材12の両端部と被補強部4を共締めするボルト15aとナット15bである。ボルト15aは、好ましくは高力ボルトであり、被補強部4の表面に固着部13a(後述する)を摩擦接合により一体的に固着するようになっている。
FIG. 2 is a first embodiment of the crack growth preventing apparatus 10 of the present invention. In this figure, (A) shows the fastening member 14 before fastening, and (B) shows the fastening member 14 after fastening.
In FIG. 2A, the two reinforcing members 12 extend along both surfaces of the reinforced portion 4 across the crack 3. Further, in this example, the fastening member 14 is a bolt 15 a and a nut 15 b that fasten both ends of the reinforcing member 12 and the reinforced portion 4 through through holes provided in the reinforced portion 4. The bolt 15a is preferably a high-strength bolt, and a fixing portion 13a (described later) is integrally fixed to the surface of the reinforced portion 4 by friction bonding.

各補強部材12は、1対の固着部13aと変形部13bとを有する。1対の固着部13aと変形部13bはこの例では、一体部材である。補強部材12の両端部(図で左右方向)には、ボルト15aを通すボルト穴が設けられている。   Each reinforcing member 12 has a pair of fixed portions 13a and deformed portions 13b. In this example, the pair of fixing portions 13a and the deforming portion 13b are integral members. Bolt holes through which the bolts 15a are passed are provided at both ends of the reinforcing member 12 (left and right in the figure).

1対の固着部13aは、き裂3を跨いで被補強部4の表面(この場合両面)に密着し、締結部材14による締付力Tで被補強部4の表面に一体的に固着される。被補強部4の表面と固着部13aとの摩擦係数μは、少なくとも0.2以上であり、好ましくは1.0以上である。   The pair of fixing portions 13a are in close contact with the surface (both sides in this case) of the reinforced portion 4 across the crack 3, and are integrally fixed to the surface of the reinforced portion 4 by the tightening force T by the fastening member 14. The The friction coefficient μ between the surface of the portion to be reinforced 4 and the fixing portion 13a is at least 0.2 or more, preferably 1.0 or more.

変形部13bは、被補強部4との間に1対の固着部13aを挟持し、締結部材14による締付力Tで変形して各固着部13aを被補強部4の表面に沿ってき裂3に向けて押し付けるようになっている。変形部13bの変形は弾性変形であっても、弾性変形を含む弾塑性変形であってもよい。   The deformable portion 13b sandwiches a pair of fixed portions 13a between the reinforced portion 4 and deforms by the tightening force T by the fastening member 14 so that each fixed portion 13a is cracked along the surface of the reinforced portion 4. It pushes towards 3. The deformation of the deformation portion 13b may be elastic deformation or elasto-plastic deformation including elastic deformation.

図3は、本発明のき裂進展防止方法のフローチャートである。この図に示すように、本発明の方法は、S1〜S7の各ステップ(工程)からなる。   FIG. 3 is a flowchart of the crack propagation preventing method of the present invention. As shown in this figure, the method of the present invention comprises steps (steps) S1 to S7.

ステップS1では、1又は複数の補強部材12と、補強部材12の両端部を被補強部4に締結する締結部材14とを準備する。
ステップS2では、1又は複数の補強部材12を、き裂3を跨いで被補強部4の片面又は両面に沿って配置する。
ステップS3では、変形部13bと被補強部4との間に1対の固着部13aを挟持する。
ステップS4では、1対の固着部13aを、き裂3を跨いで被補強部4の表面に密着させる。
ステップS5では、締結部材14により、補強部材12の両端部を被補強部4に締結する。
ステップS6では、締結部材14による締付力Tで固着部13aを被補強部4の表面に一体的に固着する。締結部材14による締付力Tは、好ましくは高力ボルトの締付力Tである。
ステップS7では、締結部材14による締付力T(高力ボルトの締付力T)で変形部13bを変形させて各固着部13aを被補強部4の表面に沿ってき裂3に向けて押し付ける。
ステップS5〜S7は、所望の締付力T(高力ボルトの締付力T)に達するまで、繰り返し実施する。
In step S <b> 1, one or a plurality of reinforcing members 12 and a fastening member 14 that fastens both ends of the reinforcing member 12 to the reinforced portion 4 are prepared.
In step S <b> 2, one or a plurality of reinforcing members 12 are disposed along one side or both sides of the reinforced portion 4 across the crack 3.
In step S <b> 3, a pair of fixing portions 13 a is sandwiched between the deformable portion 13 b and the reinforced portion 4.
In step S <b> 4, the pair of fixing portions 13 a are brought into close contact with the surface of the reinforced portion 4 across the crack 3.
In step S <b> 5, both ends of the reinforcing member 12 are fastened to the reinforced portion 4 by the fastening member 14.
In step S <b> 6, the fixing portion 13 a is integrally fixed to the surface of the reinforced portion 4 with the tightening force T by the fastening member 14. The fastening force T by the fastening member 14 is preferably the fastening force T of the high strength bolt.
In step S7, the deforming portion 13b is deformed by the tightening force T (high-strength bolt tightening force T) by the fastening member 14, and the fixing portions 13a are pressed toward the crack 3 along the surface of the reinforced portion 4. .
Steps S5 to S7 are repeatedly performed until a desired tightening force T (high-strength bolt tightening force T) is reached.

図2(B)は、締結部材14の締結後、すなわちステップS7の状態を示している。
ステップS7で補強部材12の両端部が被補強部4の表面に近づくように変形すると、1対の固着部13aの固着点の間隔が締結前よりも短くなる。すなわち、固着部13aが被補強部4の表面に対し滑らない(固着されている)限り、補強部材12が円弧状に変形することで、変形前の長さが変形後に円弧の弦の長さまで短くなり、その差に相当する長さだけ1対の固着部13aの固着点の間隔が締結前よりも短くなる。
従って、変形部13bの変形により、各固着部13aを被補強部4の表面に沿ってき裂3に向けて押し付けることができる。
FIG. 2B shows the state after the fastening member 14 is fastened, that is, the state of step S7.
If it deform | transforms so that the both ends of the reinforcement member 12 may approach the surface of the to-be-reinforced part 4 by step S7, the space | interval of the fixing point of a pair of fixing | fixed part 13a will become shorter than before fastening. That is, as long as the fixing portion 13a does not slide (fixed) to the surface of the reinforced portion 4, the reinforcing member 12 is deformed in an arc shape, so that the length before the deformation becomes the length of the arc string after the deformation. The distance between the fixing points of the pair of fixing portions 13a is shorter than that before fastening by a length corresponding to the difference.
Therefore, each fixing portion 13a can be pressed along the surface of the reinforced portion 4 toward the crack 3 by the deformation of the deformation portion 13b.

また、この状態で、き裂3を開く方向の外力が作用しても、き裂3を閉じる方向に片面当たりμTに相当する力まで支持するので、き裂3の進展を防止することができる。
従って図2(B)の場合には、き裂3を開く方向の外力に対して、2枚の補強部材12により、き裂3を閉じる方向に両面で2倍の2μTに相当する力まで支持することができる。
さらに、両端部のボルト数nを複数にした場合には、さらにn倍に相当する力まで支持することができる。
Further, in this state, even if an external force in the direction of opening the crack 3 acts, the crack 3 is supported in the closing direction up to a force corresponding to μT per side, so that the crack 3 can be prevented from progressing. .
Therefore, in the case of FIG. 2 (B), with respect to the external force in the direction of opening the crack 3, the two reinforcing members 12 support the force corresponding to 2 μT, which is doubled in both directions in the direction of closing the crack 3. can do.
Further, when the number of bolts n at both ends is plural, it is possible to support even a force corresponding to n times.

図4は、本発明のき裂進展防止装置10の第2実施形態図であり、(A)は溶接工程、(B)は締結部材14の締結前、(C)は締結部材14の締結後を示している。
この例では、図4(A)において、補強部材12を取り付ける前に、き裂の表面を溶接する。この溶接において内部まで溶接で補修できず、内部にき裂3が残ってしまう可能性がある。
この例では、溶接での補修に加え、補強部材12による補強をする。
その他の構成は、第1実施形態と同様である。すなわち、図4(B)は図3(A)と同様であり、図4(C)は図3(B)と同様である。
4A and 4B are diagrams showing a second embodiment of the crack growth preventing device 10 according to the present invention, in which FIG. 4A is a welding process, FIG. 4B is a state before the fastening member 14 is fastened, and FIG. Is shown.
In this example, the crack surface is welded before attaching the reinforcing member 12 in FIG. In this welding, the inside cannot be repaired by welding, and the crack 3 may remain inside.
In this example, in addition to repair by welding, reinforcement by the reinforcing member 12 is performed.
Other configurations are the same as those of the first embodiment. That is, FIG. 4B is the same as FIG. 3A, and FIG. 4C is the same as FIG.

上述した構成により、図4(A)において内部にき裂3が残っている場合でも、図4(C)の状態で、き裂3を開く方向の外力が作用しても、き裂3を閉じる方向に片面当たりμTに相当する力まで支持するので、き裂3の進展を防止することができる。
従って図4(C)の場合には、き裂3を開く方向の外力に対して、2枚の補強部材12により、き裂3を閉じる方向に両面で2倍の2μTに相当する力まで支持することができる。
なお、図4には、第1実施形態のき裂進展防止装置10が示されているが、き裂進展防止装置10の構成は、第1実施形態には限定されず、その他の実施形態で示されているき裂進展防止装置10であってもよい。
With the above-described configuration, even if the crack 3 remains inside in FIG. 4A, even if an external force in the direction of opening the crack 3 acts in the state of FIG. Since a force corresponding to μT per side is supported in the closing direction, the crack 3 can be prevented from progressing.
Accordingly, in the case of FIG. 4C, the two reinforcing members 12 support the external force in the direction of opening the crack 3 to a force corresponding to 2 μT, which is doubled in both directions in the direction of closing the crack 3. can do.
FIG. 4 shows the crack growth preventing device 10 of the first embodiment, but the configuration of the crack growth preventing device 10 is not limited to the first embodiment, and in other embodiments. It may be the crack growth prevention device 10 shown.

図5は、本発明のき裂進展防止装置10の第3実施形態図であり、(A)は締結部材14の締結前、(B)は締結部材14の締結後を示している。
図5(A)において、単一の補強部材12が、き裂3を跨いで被補強部4の片面に沿って延びる。
その他の構成は、第1実施形態と同様である。
5A and 5B are diagrams of a third embodiment of the crack growth preventing device 10 according to the present invention, in which FIG. 5A shows before the fastening member 14 is fastened, and FIG. 5B shows after the fastening member 14 has been fastened.
In FIG. 5A, a single reinforcing member 12 extends along one side of the reinforced portion 4 across the crack 3.
Other configurations are the same as those of the first embodiment.

図5(B)は、締結部材14の締結後、すなわちステップS7の状態を示している。
この例では、固着部13aは被補強部4の片面のみに作用するので、き裂3を開く方向の外力に対して、き裂3を閉じる方向に片面当たりμTに相当する力まで支持することができる。
FIG. 5B shows a state after the fastening member 14 is fastened, that is, the state of step S7.
In this example, the fixing portion 13a acts only on one side of the portion to be reinforced 4, so that the external force in the direction of opening the crack 3 supports up to a force equivalent to μT per side in the direction of closing the crack 3. Can do.

図6は、本発明のき裂進展防止装置10の第4実施形態図であり、(A)は締結部材14の締結前、(B)は締結部材14の締結後を示している。
図6(A)において、第1実施形態と同様に、2枚の補強部材12が、き裂3を跨いで被補強部4の両面に沿って延びる。
6A and 6B are diagrams of a fourth embodiment of the crack growth preventing device 10 of the present invention, in which FIG. 6A shows before the fastening member 14 is fastened and FIG. 6B shows after the fastening member 14 has been fastened.
In FIG. 6A, the two reinforcing members 12 extend along both surfaces of the portion to be reinforced 4 across the crack 3 as in the first embodiment.

各補強部材12は、この例では、1対の固着部13aと単一の変形部13bとからなり、固着部13aと変形部13bは別部品となっている。
補強部材12の両端部(図で左右方向)には、ボルト15aを通すボルト穴が設けられている。両端部のボルト穴は、それぞれ単数でも複数でもよい。また、ボルト穴はこの例では固着部13aと変形部13bの両方に設けられているが、変形部13bのみに設け、固着部13aはその内側に位置してもよい。
In this example, each reinforcing member 12 includes a pair of fixing portions 13a and a single deformation portion 13b, and the fixing portions 13a and the deformation portions 13b are separate parts.
Bolt holes through which the bolts 15a are passed are provided at both ends of the reinforcing member 12 (left and right in the figure). The bolt holes at both ends may be single or plural. Further, in this example, the bolt holes are provided in both the fixing portion 13a and the deforming portion 13b. However, the bolt holes may be provided only in the deforming portion 13b, and the fixing portion 13a may be positioned inside thereof.

変形部13bは、この例では、厚さが一定の平板であり、固着部13aは、厚みが変化するテーパ座金として構成することができる。従ってこの構成により、補強部材12(固着部13aと変形部13b)の製作が容易となり、大量生産に適しており、コスト低減が期待できる。
なお、本発明はかかる構成に限定されず、変形部13bの厚さを必要により適宜変化させてもよい。
その他の固着部13aと変形部13bの構成及び機能は、第1実施形態と同様である。
In this example, the deforming portion 13b is a flat plate having a constant thickness, and the fixing portion 13a can be configured as a tapered washer whose thickness changes. Therefore, this configuration facilitates the production of the reinforcing member 12 (fixed portion 13a and deformed portion 13b), is suitable for mass production, and can be expected to reduce costs.
In addition, this invention is not limited to this structure, You may change the thickness of the deformation | transformation part 13b suitably as needed.
Other configurations and functions of the fixing portion 13a and the deformation portion 13b are the same as those in the first embodiment.

図6(B)は、締結部材14の締結後、すなわちステップS7の状態を示している。
ステップS7で補強部材12の両端部が被補強部4の表面に近づくように変形すると、1対の固着部13aの固着点の間隔が締結前よりも短くなる。
すなわち、固着部13aが被補強部4の表面に対し滑らない(固着されている)限り、補強部材12が円弧状に変形することで、変形前の長さが変形後に円弧の弦の長さまで短くなり、その差に相当する長さだけ1対の固着部13aの固着点の間隔が締結前よりも短くなる。
従って、変形部13bの変形により、各固着部13aを被補強部4の表面に沿ってき裂3に向けて押し付けることができる。
FIG. 6B shows the state after the fastening member 14 is fastened, that is, the state of step S7.
If it deform | transforms so that the both ends of the reinforcement member 12 may approach the surface of the to-be-reinforced part 4 by step S7, the space | interval of the fixing point of a pair of fixing | fixed part 13a will become shorter than before fastening.
That is, as long as the fixing portion 13a does not slide (fixed) to the surface of the reinforced portion 4, the reinforcing member 12 is deformed in an arc shape, so that the length before the deformation becomes the length of the arc string after the deformation. The distance between the fixing points of the pair of fixing portions 13a is shorter than that before fastening by a length corresponding to the difference.
Therefore, each fixing portion 13a can be pressed along the surface of the reinforced portion 4 toward the crack 3 by the deformation of the deformation portion 13b.

また、この状態で、き裂3を開く方向の外力が作用しても、き裂3を閉じる方向に片面当たりμTに相当する力まで支持するので、き裂3の進展を防止することができる。
従って図2(B)の場合には、き裂3を開く方向の外力に対して、2枚の補強部材12により、き裂3を閉じる方向に両面で2倍の2μTに相当する力まで支持することができる。
Further, in this state, even if an external force in the direction of opening the crack 3 acts, the crack 3 is supported in the closing direction up to a force corresponding to μT per side, so that the crack 3 can be prevented from progressing. .
Therefore, in the case of FIG. 2 (B), with respect to the external force in the direction of opening the crack 3, the two reinforcing members 12 support the force corresponding to 2 μT, which is doubled in both directions in the direction of closing the crack 3. can do.

図7は、本発明のき裂進展防止装置10の第5実施形態図であり、(A)は締結部材14の締結前、(B)は締結部材14の締結後を示している。
図7(A)において、単一の補強部材12が、き裂3を跨いで被補強部4の片面に沿って延びる。
その他の構成は、第4実施形態と同様である。
FIGS. 7A and 7B are diagrams of a fifth embodiment of the crack growth preventing device 10 according to the present invention, in which FIG. 7A shows before the fastening member 14 is fastened, and FIG. 7B shows after the fastening member 14 has been fastened.
In FIG. 7A, a single reinforcing member 12 extends along one side of the portion to be reinforced 4 across the crack 3.
Other configurations are the same as those of the fourth embodiment.

図7(B)は、締結部材14の締結後、すなわちステップS7の状態を示している。
この例では、固着部13aは被補強部4の片面のみに作用するので、き裂3を開く方向の外力に対して、き裂3を閉じる方向に片面当たりμTに相当する力まで支持することができる。
FIG. 7B shows the state after the fastening member 14 is fastened, that is, the state of step S7.
In this example, the fixing portion 13a acts only on one side of the portion to be reinforced 4, so that the external force in the direction of opening the crack 3 supports up to a force equivalent to μT per side in the direction of closing the crack 3. Can do.

図8は、固着部13aと被補強部4の表面の具体例を示す図である。なお図8は、第5実施形態の構成で示しているが、その他の実施形態であってもよい。   FIG. 8 is a diagram illustrating specific examples of the surfaces of the fixing portion 13 a and the portion to be reinforced 4. Although FIG. 8 shows the configuration of the fifth embodiment, other embodiments may be used.

図8(A)では、固着部13aは爪部16を有する。この爪部16は、好ましくは固着部13aに一体に形成され、かつ被補強部4の表面に接触する部分が尖った形状をしている。また、爪部16は焼き入れ等により高い硬度を有するのがよい。
この構成により、爪部16は、締結部材14による締付力T(高力ボルトの締付力T)で被補強部4の表面に噛みこみ、被補強部4との摩擦係数μを増大させるようになっている。
例えばこの構成により、被補強部4の表面と固着部13aとの摩擦係数μを、少なくとも1.0以上にすることができ、上述した第1〜第5実施形態におけるき裂3を閉じる方向に支持する支持力を高めることができる。
In FIG. 8A, the fixing portion 13 a has a claw portion 16. The claw portion 16 is preferably formed integrally with the fixing portion 13a and has a pointed shape in contact with the surface of the reinforced portion 4. Further, the claw portion 16 should have high hardness by quenching or the like.
With this configuration, the claw portion 16 is engaged with the surface of the reinforced portion 4 by the tightening force T (high-strength bolt tightening force T) of the fastening member 14 and increases the coefficient of friction μ with the reinforced portion 4. It is like that.
For example, with this configuration, the friction coefficient μ between the surface of the portion to be reinforced 4 and the fixing portion 13a can be at least 1.0 or more, and the crack 3 in the first to fifth embodiments described above is closed. The supporting force to support can be increased.

図8(B)では、被補強部4はその表面に凹溝4aを有する。この凹溝4aは、き裂3の補強のために被補強部4にボルト穴又は雌ねじ穴を予め設ける際に、追加工により形成するのがよい。
この凹溝4aは、固着部13aの被補強部4と係合する部分と嵌合し、固着部13aを一体的に固着するようになっている。
In FIG. 8 (B), the to-be-reinforced part 4 has a concave groove 4a on its surface. The concave groove 4a is preferably formed by additional machining when a bolt hole or a female screw hole is provided in advance in the portion to be reinforced 4 in order to reinforce the crack 3.
The concave groove 4a is fitted to a portion of the fixing portion 13a that engages with the portion to be reinforced 4, so that the fixing portion 13a is integrally fixed.

図8(C)では、被補強部4はその表面に突起部4bを有する。この突起部4bは、き裂3の補強のために被補強部4にボルト穴又は雌ねじ穴を予め設ける際に、ボルト締結、リベットあるいは溶接等で取り付けるのがよい。
この突起部4bは、固着部13aの被補強部4と係合する部分と嵌合し、固着部13aを一体的に固着するようになっている。
In FIG. 8C, the reinforced portion 4 has a protrusion 4b on its surface. The protrusion 4b is preferably attached by bolt fastening, rivet or welding when a bolt hole or a female screw hole is provided in advance in the portion to be reinforced 4 in order to reinforce the crack 3.
The protrusion 4b is fitted to a portion of the fixing portion 13a that engages with the portion to be reinforced 4, thereby fixing the fixing portion 13a integrally.

図8(B)(C)の構成により、被補強部4の表面に対し固着部13aの滑りを本質的に防止することができ、上述した第1〜第5実施形態におけるき裂3を閉じる方向に支持する支持力を大幅に高めることができる。
なお、図8(A)(B)(C)の構成を併用してもよい。
8 (B) and 8 (C) can essentially prevent slippage of the fixing portion 13a with respect to the surface of the reinforced portion 4, and close the crack 3 in the first to fifth embodiments described above. The supporting force to support in the direction can be greatly increased.
In addition, you may use together the structure of FIG. 8 (A) (B) (C).

上述した本発明の装置と方法によれば、各補強部材12が1対の固着部13aと変形部13bとを有するので、変形部13bと構造物1の被補強部4との間に1対の固着部13aを挟持し、1対の固着部13aを、き裂3を跨いで被補強部4の表面に密着させ、締結部材14により、き裂3を跨いだ両側で補強部材12を被補強部4に締結することができる。これにより、締結部材14による締付力Tで固着部13aを構造物1の表面に一体的に固着し、かつ締結部材14による締付力Tで変形部13bを変形(弾性変形又は弾塑性変形)させて各固着部13aを構造物1の表面に沿ってき裂3に向けて押し付けることができる。   According to the above-described apparatus and method of the present invention, each reinforcing member 12 has a pair of fixing portions 13a and a deforming portion 13b, so that there is a pair between the deforming portion 13b and the portion to be reinforced 4 of the structure 1. Are attached to the surface of the reinforced portion 4 across the crack 3, and the fastening member 14 covers the reinforcing member 12 on both sides of the crack 3. The reinforcing part 4 can be fastened. As a result, the fixing portion 13a is integrally fixed to the surface of the structure 1 by the tightening force T by the fastening member 14, and the deforming portion 13b is deformed (elastically deformed or elastic-plastically deformed) by the tightening force T by the fastening member 14. ) And the respective fixing portions 13a can be pushed along the surface of the structure 1 toward the crack 3.

この押付力はき裂3が閉じる方向に働くことから、外力がき裂3を開いて進展させようとする作用を打消し、き裂進展を防止する。
従って、構造物1の一般的な部位(例えば平板部2)に生じたき裂3へ適用することができ、締結部材14(ボルト15a)を締結するだけでき裂3の進展を防止することができる。
Since this pressing force acts in the direction in which the crack 3 is closed, the external force cancels the action of opening the crack 3 and propagating it, thereby preventing crack propagation.
Therefore, it can be applied to a crack 3 generated in a general part (for example, the flat plate portion 2) of the structure 1, and only the fastening member 14 (bolt 15a) can be fastened to prevent the crack 3 from progressing. .

なお、本発明は上述した実施形態に限定されず、特許請求の範囲の記載によって示され、さらに特許請求の範囲の記載と均等の意味および範囲内でのすべての変更を含むものである。   In addition, this invention is not limited to embodiment mentioned above, is shown by description of a claim, and also includes all the changes within the meaning and range equivalent to description of a claim.

μ 摩擦係数、T 締付力、
1 構造物、2 平板部、3 き裂、
4 被補強部、4a 凹溝、4b 突起部、
10 き裂進展防止装置、12 補強部材、
13a 固着部、13b 変形部、
14 締結部材、15a ボルト(高力ボルト)、
15b ナット、16 爪部
μ Friction coefficient, T tightening force,
1 structure, 2 flat plate, 3 crack,
4 Reinforced part, 4a Groove, 4b Protruding part,
10 crack growth prevention device, 12 reinforcing member,
13a fixing part, 13b deformation part,
14 fastening member, 15a bolt (high strength bolt),
15b nut, 16 claws

Claims (7)

構造物の被補強部に生じたき裂の進展を防止するき裂進展防止装置であって、
前記き裂を跨いで前記被補強部の片面又は両面に沿って延びる1又は複数の補強部材と、
前記き裂を跨いだ両側で前記補強部材を前記被補強部に締結する締結部材と、を備え、
各補強部材は、前記き裂を跨いで前記被補強部の表面に密着し、前記締結部材による締付力で前記被補強部の表面に一体的に固着される1対の固着部と、
前記被補強部との間に1対の前記固着部を挟持し、前記締結部材による締付力で変形して各固着部を前記被補強部の表面に沿ってき裂に向けて押し付ける変形部と、を有する、ことを特徴とするき裂進展防止装置。
A crack growth prevention device for preventing the development of a crack generated in a reinforced portion of a structure,
One or more reinforcing members extending along one or both sides of the reinforced portion across the crack; and
A fastening member that fastens the reinforcing member to the reinforced portion on both sides straddling the crack; and
Each reinforcing member is in close contact with the surface of the reinforced portion across the crack, and a pair of fixing portions that are integrally fixed to the surface of the reinforced portion by the clamping force of the fastening member;
A pair of the fixing portions sandwiched between the reinforced portion and a deforming portion that deforms by the clamping force of the fastening member and presses the fixing portions along the surface of the reinforced portion toward the crack; A crack propagation preventing device characterized by comprising:
前記補強部材は、一体部材、又は、1対の固着部と単一の変形部とからなる、ことを特徴とする請求項1に記載のき裂進展防止装置。   The crack propagation preventing device according to claim 1, wherein the reinforcing member includes an integral member or a pair of fixing portions and a single deformation portion. 前記固着部は、前記締結部材による締付力で前記被補強部の表面に噛みこみ、前記被補強部との摩擦係数を増大させる爪部を有する、ことを特徴とする請求項1に記載のき裂進展防止装置。   The said fixing | fixed part has a nail | claw part which bites into the surface of the said to-be-reinforced part with the clamping force by the said fastening member, and increases a friction coefficient with the to-be-reinforced part. Crack growth prevention device. 前記被補強部は、前記固着部と嵌合し前記固着部を一体的に固着する突起部又は凹溝を有する、ことを特徴とする請求項1に記載のき裂進展防止装置。   The crack propagation preventing device according to claim 1, wherein the reinforced portion includes a protrusion or a concave groove that is fitted to the fixing portion and integrally fixes the fixing portion. 前記締結部材は、前記被補強部に設けられた雌ねじ穴と螺合するボルト、又は被補強部に設けられた貫通孔を通して前記補強部材の両端部と前記被補強部を共締めするボルトとナットである、ことを特徴とする請求項1に記載のき裂進展防止装置。   The fastening member is a bolt that is screwed into a female screw hole provided in the reinforced portion, or a bolt and a nut that fasten both ends of the reinforcing member and the reinforced portion through a through hole provided in the reinforced portion. The crack growth preventing device according to claim 1, wherein: 前記ボルトは、前記被補強部の表面に前記固着部を摩擦接合により一体的に固着する高力ボルトである、ことを特徴とする請求項5に記載のき裂進展防止装置。   The crack propagation preventing device according to claim 5, wherein the bolt is a high-strength bolt that integrally fixes the fixing portion to the surface of the reinforced portion by friction bonding. 構造物の被補強部に生じたき裂の進展を防止するき裂進展防止方法であって、
1又は複数の補強部材と、
該補強部材の両端部を前記被補強部に締結する締結部材と、を準備し、
各補強部材は、1対の固着部と変形部とを有しており、
(A)前記1又は複数の補強部材を、前記き裂を跨いで前記被補強部の片面又は両面に沿って配置し、
(B)前記変形部と前記被補強部との間に1対の前記固着部を挟持し、
(C)前記1対の固着部を、前記き裂を跨いで前記被補強部の表面に密着させ、
(D)前記締結部材により、前記き裂を跨いだ両側で前記補強部材を前記被補強部に締結し、
(E)前記締結部材による締付力で前記固着部を前記被補強部の表面に一体的に固着し、
(F)前記締結部材による締付力で前記変形部を変形させて各固着部を前記被補強部の表面に沿ってき裂に向けて押し付ける、ことを特徴とするき裂進展防止方法。
A crack growth prevention method for preventing the development of a crack generated in a reinforced portion of a structure,
One or more reinforcing members;
A fastening member for fastening both ends of the reinforcing member to the reinforced portion, and
Each reinforcing member has a pair of fixed portions and deformed portions,
(A) The one or more reinforcing members are disposed along one or both sides of the reinforced portion across the crack,
(B) A pair of the fixing portions are sandwiched between the deformable portion and the reinforced portion,
(C) The pair of fixing portions are closely attached to the surface of the reinforced portion across the crack,
(D) The fastening member fastens the reinforcing member to the reinforced portion on both sides across the crack,
(E) The fixing portion is integrally fixed to the surface of the reinforced portion by the tightening force of the fastening member,
(F) A crack propagation preventing method, wherein the deforming portion is deformed by a tightening force of the fastening member, and the fixing portions are pressed toward the crack along the surface of the reinforced portion.
JP2013155623A 2013-07-26 2013-07-26 Crack extension prevention device and method Pending JP2015025299A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2013155623A JP2015025299A (en) 2013-07-26 2013-07-26 Crack extension prevention device and method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2013155623A JP2015025299A (en) 2013-07-26 2013-07-26 Crack extension prevention device and method

Publications (1)

Publication Number Publication Date
JP2015025299A true JP2015025299A (en) 2015-02-05

Family

ID=52490165

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2013155623A Pending JP2015025299A (en) 2013-07-26 2013-07-26 Crack extension prevention device and method

Country Status (1)

Country Link
JP (1) JP2015025299A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108396662A (en) * 2018-04-03 2018-08-14 西南交通大学 Steel bridge assembled reinforcement means and its bracing means

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108396662A (en) * 2018-04-03 2018-08-14 西南交通大学 Steel bridge assembled reinforcement means and its bracing means
CN108396662B (en) * 2018-04-03 2023-06-30 西南交通大学 Steel bridge assembly type reinforcing method and reinforcing device thereof

Similar Documents

Publication Publication Date Title
KR20160015255A (en) Method for pre-stressing a steel structure, and steel structure pre-stressed using said method
JP5169995B2 (en) Reinforcement structure and reinforcement method for H-shaped steel bolt joint joint
KR102106647B1 (en) Exterior Emergency Reinforcement Concrete Structures Using Steel Band
JP2010144822A (en) Bearing bolt joint structure
JP2015025299A (en) Crack extension prevention device and method
KR20160102051A (en) A pre-stressing device, and a method for reinforcing a structural member
KR102106646B1 (en) Exterior Emergency Reinforcement Method of Concrete Structures Using Steel Band
KR100897060B1 (en) The continuous bridge structure including a prestressing plate and it&#39;s building method
RU2664085C1 (en) Method of strengthening of single-bay reinforced concrete beams and building and structure beams
KR100506572B1 (en) Steel beam constructed prestressing segmental component and construction method thereof
JP4711850B2 (en) Structure of the pedestal
RU2664084C1 (en) Buildings and structures frame multi-span reinforced concrete floor reinforcement method
KR101397131B1 (en) Prestress concrete bridge and building method thereof
JP2011153481A (en) Structure reinforcing method and reinforcing structure
JP5571613B2 (en) Method for reinforcing concrete members
JP3476131B2 (en) Bridge reinforcement method using reinforcement plate
JP4865104B2 (en) Design method for composite structural beams
JP7186670B2 (en) Concrete floor slab repair method
CN113846868A (en) Reinforcing device and reinforcing method based on multi-layer fiber cloth prestress application
KR102255601B1 (en) Method for reinforcing the Earthquake of a concrete columns
JP2015025325A (en) Crack extension prevention device and method
JP2011032749A (en) Joint structure of frp member
KR100370177B1 (en) Compression bracket for external prestressing reinforcement of girder
Hosseini et al. A novel mechanical clamp for strengthening of steel members using prestressed CFRP plates
KR102472203B1 (en) Concrete structure for reinforcing using themal prestressing of plate type tendon, and method for the same