JP2019077990A - Damper for tower structure with flange joint and tower structure - Google Patents
Damper for tower structure with flange joint and tower structure Download PDFInfo
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- JP2019077990A JP2019077990A JP2017203042A JP2017203042A JP2019077990A JP 2019077990 A JP2019077990 A JP 2019077990A JP 2017203042 A JP2017203042 A JP 2017203042A JP 2017203042 A JP2017203042 A JP 2017203042A JP 2019077990 A JP2019077990 A JP 2019077990A
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- 238000013016 damping Methods 0.000 claims abstract description 47
- 229910000831 Steel Inorganic materials 0.000 claims description 24
- 239000010959 steel Substances 0.000 claims description 24
- 238000005304 joining Methods 0.000 claims description 4
- 238000003825 pressing Methods 0.000 claims description 3
- 238000003780 insertion Methods 0.000 description 7
- 230000037431 insertion Effects 0.000 description 7
- 238000010248 power generation Methods 0.000 description 7
- 238000009434 installation Methods 0.000 description 6
- 230000000694 effects Effects 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 230000003014 reinforcing effect Effects 0.000 description 4
- 238000003466 welding Methods 0.000 description 3
- 238000010521 absorption reaction Methods 0.000 description 2
- 238000007689 inspection Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 230000000737 periodic effect Effects 0.000 description 1
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Flanged Joints, Insulating Joints, And Other Joints (AREA)
- Connection Of Plates (AREA)
- Mutual Connection Of Rods And Tubes (AREA)
- Vibration Prevention Devices (AREA)
- Vibration Dampers (AREA)
Abstract
Description
本発明は、例えば風力発電装置の塔体のように下側の鋼管の上端部に設けられた下水平フランジ部と、上側の鋼管の下端部に設けられた上水平フランジ部をボルト及びナットによって接合して前記鋼管同士を接合してなるタワー構造体の制振装置及び該制振装置を設置したタワー構造体に関する。 In the present invention, for example, a lower horizontal flange provided at the upper end of the lower steel pipe like a tower of a wind power generator and an upper horizontal flange provided at the lower end of the upper steel by bolts and nuts The present invention relates to a damping device for a tower structure formed by joining together steel pipes and a tower structure on which the damping device is installed.
鋼管同士をフランジ接合したタワー構造体として、例えば図１０に示すような風力発電設備５１の塔体５３がある。
このような風力発電設備５１の塔体５３は、上下に配置された複数の鋼管の鋼管端部に形成された内向きの下水平フランジ部５５（断面Ｌ型フランジ）と上水平フランジ部５７をボルト５９及びナット６１によってボルト接合されて形成されている（図１１、図１２参照）。
As a tower structure in which steel pipes are flange-joined, for example, there is a tower 53 of a wind power generation facility 51 as shown in FIG.
The tower body 53 of such a wind power generation facility 51 is formed by inward lower horizontal flange portions 55 (cross-sectional L-shaped flanges) and upper horizontal flange portions 57 formed at the steel pipe ends of a plurality of steel pipes arranged vertically. It is formed by bolting with a bolt 59 and a nut 61 (see FIGS. 11 and 12).
塔体の頂部に重量の大きいナセルを搭載するため、頂部を腹とするような１次モードが卓越し、強風時や地震時には頂部が大きく振動して損傷や倒壊する危険性がある。また、供用期間中の繰り返し荷重により、疲労破壊が発生する危険性がある。 Since a heavy nacelle is mounted on the top of the tower body, the primary mode with the top facing the top is prominent, and there is a risk that the top vibrates greatly and may be damaged or collapsed in a strong wind or earthquake. In addition, there is a risk that fatigue failure may occur due to repeated loading during the service period.
上記のように、塔体は鋼管をボルト接合しただけの単純な構造であるため、塔体そのものの構造減衰は極めて低い。非特許文献１によると、実測値から同定された１次モードの減衰定数は0.2%程度である（非特許文献１参照）。
そのため、塔体に別途制振装置を設けて振動を抑制する必要がある。
As described above, since the tower has a simple structure in which steel pipes are simply bolted, the structural damping of the tower itself is extremely low. According to Non-Patent Document 1, the damping constant of the first-order mode identified from the measured value is about 0.2% (see Non-Patent Document 1).
Therefore, it is necessary to provide vibration control separately in the tower to suppress the vibration.
風力発電設備の塔体の風や地震による振動を抑制する方法としては、頂部のナセル内部にＡＭＤ（アクティブ・マス・ダンパー）やＴＭＤ（チューンド・マス・ダンパー）を設置する方法が一般的である。 As a method of suppressing the wind and earthquake vibration of the tower of wind power generation equipment, the method of installing AMD (active mass damper) and TMD (tuned mass damper) inside the nacelle at the top is general .
また、ビルや家屋等の建築物では、骨組み内に摩擦ダンパーを設置することにより、風や地震による振動を吸収する手法がある。
摩擦ダンパーの例としては、例えば特許文献１に「接合部の制振構造」として開示されており、具体的には「相対移動自在に重ねられた２つの部材と、前記２つの部材に圧接力を付勢する圧接力付勢部材と、を有し、前記２つの部材が振動により相対移動するときに生じる摩擦力により、前記振動のエネルギーが吸収され、前記２つの部材の相対移動量が所定の値を超えたときに前記摩擦力が生じる部位の摩擦係数が低下することを特徴とする接合部の制振構造。」（特許文献１の請求項１参照）というものである。
In addition, in buildings such as buildings and houses, there is a method of absorbing vibration caused by wind or earthquake by installing a friction damper in a framework.
An example of the friction damper is disclosed in, for example, Patent Document 1 as "damping structure of joint portion", and more specifically, "two members stacked so as to be movable relative to each other, and a pressing force to the two members" A pressing force biasing member for biasing the friction force generated when the two members move relative to each other by vibration, the energy of the vibration is absorbed, and the relative moving amount of the two members is determined The vibration control structure of the joint portion is characterized in that the coefficient of friction of the portion where the frictional force is generated is lowered when the value of the above is exceeded. "(See claim 1 of Patent Document 1).
また、制振装置ではないが、フランジ接合部の補強方法としては、例えば特許文献２に記載された「フランジ補強治具」がある。
この「フランジ補強治具」は、フランジ接合部をまたぐようにフランジ周方向に間隔をおいて配される複数の補強部材と、フランジ部背面付根部分に当接した状態で、前記補強部材によりフランジ部背面に押し当てられる当て部材と、前記複数の補強部材を管体に固定するためのリング状の締付部材とからなるというものである。
Moreover, although it is not a damping device, as a reinforcement method of a flange joint part, there exists "a flange reinforcement jig | tool" described, for example in patent document 2. FIG.
The “flange reinforcing jig” is a flange formed by the reinforcing member in a state of being in contact with a plurality of reinforcing members spaced in the circumferential direction of the flange so as to straddle the flange joint and the flange rear surface root portion. It consists of an abutment member pressed against the back surface of the part and a ring-shaped clamping member for fixing the plurality of reinforcing members to the pipe body.
ナセル内部にＡＭＤやＴＭＤを設置する方法では、塔体とは別に設備を設置することになり、高コストである。また、ナセル内の空間を制振装置が占領するため、定期点検やトラブル対応時の作業に支障が出るという問題もある。 The method of installing AMD and TMD inside the nacelle means installing equipment separately from the tower, which is expensive. In addition, since the vibration control device occupies the space in the nacelle, there is also a problem that the operation at the time of periodic inspection and trouble solution may be disturbed.
また、特許文献１に開示された摩擦ダンパーは建物の上下に設けるものであり、摩擦ダンパーそのものが大きい。他方、塔体内部が非常に狭隘であり、特許文献１に開示されている摩擦ダンパーのような大型の装置を設置することはスペース面で無理があり、点検等の作業に支障が出る可能性もある。 Moreover, the friction damper disclosed by patent document 1 is provided in the upper and lower sides of a building, and the friction damper itself is large. On the other hand, the inside of the tower is very narrow, and installing a large device such as the friction damper disclosed in Patent Document 1 is unreasonable in terms of space, which may cause problems in inspection and the like. There is also.
また、特許文献２に記載のものは、フランジ部を補強するものであり、制振作用を期待することはできない。 Moreover, the thing of the patent document 2 reinforces a flange part, and can not expect a damping effect | action.
本発明はかかる課題を解決するためになされたものであり、タワー構造体のフランジ接合部のような狭い空間に設置可能で、かつ簡単な機構を有し、効率的にタワー構造体の制振ができるタワー構造体の制振装置、及び該制振装置を設置したタワー構造体を提供することを目的とする。 The present invention has been made to solve such problems, and can be installed in a narrow space such as a flange joint of a tower structure, and has a simple mechanism, and efficiently controls the vibration of the tower structure. It is an object of the present invention to provide a vibration control device for a tower structure that can perform the motion control, and a tower structure provided with the vibration control device.
前述のように、風力発電設備５１の塔体５３は、図１２に示すように、鋼管端部に形成された内向きの下水平フランジ部５５（断面Ｌ型フランジ）と上水平フランジ部５７をボルト５９及びナット６１によってボルト接合されている。
このため、塔体５３に風荷重や自身等によって振動が生じた場合、図１３に示すように、フランジ部が開き、その後、図１４に示すように開いたフランジ部が閉じるような挙動が生ずる。
そこで、発明者は、この挙動に追従して滑り摩擦が生ずるように摩擦ダンパーを設置することで、振動エネルギーを吸収して、制振作用を発現できると考えた。
本発明はこのような知見に基づくものであり、具体的には以下の構成からなるものである。
As described above, as shown in FIG. 12, the tower 53 of the wind power generation facility 51 includes the inward lower horizontal flange 55 (L-shaped flange in cross section) and the upper horizontal flange 57 formed at the end of the steel pipe. It is bolted by a bolt 59 and a nut 61.
For this reason, when vibration is generated in the tower 53 due to wind load or itself, as shown in FIG. 13, the flange portion opens and then the opened flange portion closes as shown in FIG. .
Therefore, the inventor considered that vibration energy can be absorbed to exhibit a damping action by installing a friction damper so as to generate sliding friction following this behavior.
The present invention is based on such findings, and specifically comprises the following constitution.
（１）本発明に係るタワー構造体の制振装置は、下側の鋼管の上端部に設けられた下水平フランジ部と上側の鋼管の下端部に設けられた上水平フランジ部とをボルト及びナットによって接合したフランジ接合部によって複数の鋼管を上下に連結してなるタワー構造体の制振装置であって、
基端側が前記下水平フランジ部に配置され、先端側に上方に向かって湾曲または屈曲して延出する上向延出部を有する下側部材と、基端側が前記上水平フランジ部に配置され、先端側に下方に向かって湾曲または屈曲して延出する下向延出部を有する上側部材と、
前記下側部材と前記上側部材のそれぞれの基端側を前記フランジ接合部を挟んで接合するボルト及びナットと、を有し、
前記下側部材と前記上側部材は、前記上向延出部と前記下向延出部が互いに当接して摩擦面を形成するように配設され、前記タワー構造体が振動して前記上水平フランジ部と前記下水平フランジ部の基部が上下方向に移動したときに前記摩擦面によってエネルギーを吸収することを特徴とするものである。
(1) A vibration control device for a tower structure according to the present invention comprises: a lower horizontal flange provided at an upper end of a lower steel pipe; an upper horizontal flange provided at a lower end of the upper steel; A vibration control device for a tower structure formed by connecting a plurality of steel pipes up and down by a flange joint joined by a nut,
A base end side is disposed at the lower horizontal flange portion, and a lower member having an upward extending portion which is bent or bent and extended upward toward the tip end side, and a base end side is disposed at the upper horizontal flange portion An upper member having a downward extending portion which is bent or bent downward toward the tip end side,
A bolt and a nut for joining the base end sides of the lower member and the upper member with the flange joint interposed therebetween;
The lower member and the upper member are disposed such that the upwardly extending portion and the downwardly extending portion are in contact with each other to form a friction surface, and the tower structure is vibrated to be horizontally leveled. The frictional surface absorbs energy when the flange portion and the base portion of the lower horizontal flange portion move in the vertical direction.
（２）また、上記（１）に記載のものにおいて、前記上向延出部及び下向延出部は円弧状に湾曲する板状体からなり、前記上向延出部の内面側と前記下向延出部の外面側、又は、前記上向延出部の外面側と前記下向延出部の内面側が当接して摩擦面を形成していることを特徴とするものである。 (2) Moreover, in the thing as described in said (1), the said upward extension part and the downward extension part consist of a plate-shaped body curved in circular arc shape, and the inner surface side of the said upward extension part and the said An outer surface side of the downward extending portion, or an outer surface side of the upward extending portion and an inner surface side of the downward extending portion are in contact with each other to form a friction surface.
（３）また、上記（１）に記載のものにおいて、前記上向延出部は前記下水平フランジの周方向に所定の隙間を介して平行に配置された２枚の板状体からなり、前記下向延出部は前記上向延出部の２枚の板状体に挟持されるようにされた板状体からなるか、又は、
前記下向延出部は前記上水平フランジの周方向に所定の隙間を介して平行に配置された２枚の板状体からなり、前記上向延出部は前記下向延出部の２枚の板状体に挟持されるようにされた板状体からなることを特徴とするものである。
(3) Moreover, in the thing as described in said (1), the said upward extension part consists of two plate-shaped bodies arrange | positioned in parallel via the predetermined | prescribed clearance gap in the circumferential direction of the said lower horizontal flange, The downward extending portion may be a plate-like body adapted to be held between two plate-like bodies of the upward extending portion, or
The downward extending portion is formed of two plate-like bodies disposed in parallel in the circumferential direction of the upper horizontal flange with a predetermined gap, and the upward extending portion is a portion of the downward extending portion It is characterized by comprising a plate-like body adapted to be held between sheet-like plates.
（４）また、上記（１）乃至（３）のいずれかに記載のものにおいて、前記上向延出部と前記下向延出部を圧接して両者が離れるのを防止する圧接部材を設けたことを特徴とするものである。 (4) Moreover, in the thing in any one of said (1) thru | or (3), the press-contact member which pressure-contacts the said upward extension part and the said downward extension part, and prevents both separating is provided. It is characterized by
（５）また、本発明に係るタワー構造体は、上記（１）乃至（４）のいずれかに記載の制振装置を設置してなることを特徴とするものである。 (5) Further, a tower structure according to the present invention is characterized in that the vibration control device according to any one of the above (1) to (4) is installed.
（６）また、上記（５）に記載のものにおいて、制振装置がフランジ接合部の周方向の一部の領域に設置されていることを特徴とするものである。 (6) Moreover, in the thing as described in said (5), the damping device is installed in the one part area | region of the circumferential direction of a flange junction part, It is characterized by the above-mentioned.
本発明に係るタワー構造体の制振装置は、基端側が前記下水平フランジ部に配置され、先端側に湾曲または屈曲して上方に向かって延出する上向延出部を有する下側部材と、基端側が前記上水平フランジ部に配置され、先端側に湾曲または屈曲して下方に向かって延出する下向延出部を有する上側部材と、前記下側部材と前記上側部材のそれぞれの基端側を前記フランジ接合部を挟んで接合するボルト及びナットと、を有し、前記下側部材と前記上側部材は、前記上向延出部と前記下向延出部が互いに当接して摩擦面を形成するように配設され、前記タワー構造体が振動して前記上水平フランジ部と前記下水平フランジ部の基部が上下方向に移動したときに前記摩擦面によってエネルギーを吸収するようにしたので、装置そのものを非常に小型にすることができ、設置に大きな空間を必要とせず、構造減衰を向上させることができる。
また、下側部材と上側部材に、それぞれ設置状態で同軸上となるボルト挿通孔を有するようにすれば、タワー構造体のフランジ接合部に用いるボルトをそのまま利用できるため、タワー構造体そのものの設計を修正する必要がなく、工数を削減可能であり、かつ管理項目を削減可能である。
The vibration damping device for a tower structure according to the present invention is a lower member having a proximal end side disposed on the lower horizontal flange portion, and an upwardly extending portion curved or bent toward the distal end side and extending upward. And an upper member having a downward extending portion which is disposed on the upper horizontal flange portion at the base end side and is bent or bent at the distal end side to extend downward, and the lower member and the upper member The lower end and the upper end of the lower member and the upper member are in contact with each other. Are arranged to form a friction surface, and the energy is absorbed by the friction surface when the tower structure vibrates and the base of the upper horizontal flange portion and the lower horizontal flange portion move up and down. So the device itself is very small Can be, without requiring a large space for installation, it is possible to improve the structural damping.
In addition, if the lower member and the upper member have the bolt insertion holes coaxial with each other in the installed state, the bolt used for the flange joint portion of the tower structure can be used as it is, so the design of the tower structure itself There is no need to correct the number of man-hours, and the number of management items can be reduced.
本発明の実施の形態１に係るタワー構造体の制振装置１（以下、単に「制振装置１」という）は、図１〜図３に示すように、下側の鋼管の端部に設けられた下水平フランジ部３と、上側の鋼管の端部に設けられた上水平フランジ部５を、ボルト７及びナット９によって接合するフランジ接合部に設けられるものである。
鋼管同士をフランジ接合したタワー構造体としては、上述した風力発電設備５１の塔体５３の他、橋脚、鋼製煙突などが挙げられる。
Damping device 1 for the tower structure according to Embodiment 1 of the present invention (hereinafter simply referred to as "damping device 1") is provided at the end of the lower steel pipe as shown in Figs. 1 to 3. The lower horizontal flange portion 3 and the upper horizontal flange portion 5 provided at the end of the upper steel pipe are provided at a flange joint portion joined by a bolt 7 and a nut 9.
As a tower structure which carried out the flange joint of steel pipes, the bridge pier, steel chimney other than the tower body 53 of the wind-power-generation installation 51 mentioned above are mentioned.
本実施の形態の制振装置１は、図１、図２に示すように、基端側が下水平フランジ部３に配置され、先端側に上方に向かって湾曲して延出する上向延出部１１を有する下側部材１３と、基端側が上水平フランジ部５に配置され、先端側に下方に向かって湾曲して延出する下向延出部１５を有する上側部材１７と、下側部材１３と上側部材１７のそれぞれの基端側を下水平フランジ部３と上水平フランジ部５を挟んで接合するボルト７及びナット９と、を有している。
そして、下側部材１３と上側部材１７は、上向延出部１１と下向延出部１５が互いに当接して摩擦面１９を形成するように配設され、上水平フランジ部５と下水平フランジ部３の基部が上下方向に移動したときに摩擦面１９によってエネルギーを吸収するように構成されている。
以下、各構成を詳細に説明する。
The damping device 1 of the present embodiment, as shown in FIGS. 1 and 2, is an upward extension in which the base end side is disposed on the lower horizontal flange portion 3 and curved upward toward the tip end side. A lower side member 13 having a portion 11, an upper side member 17 having a downward extending portion 15 which is disposed on the upper horizontal flange portion 5 at the base end side and curves downward toward the tip end side, A bolt 7 and a nut 9 are provided for joining the base end sides of the member 13 and the upper member 17 with the lower horizontal flange 3 and the upper horizontal flange 5 interposed therebetween.
The lower member 13 and the upper member 17 are disposed such that the upwardly extending portion 11 and the downwardly extending portion 15 are in contact with each other to form the friction surface 19, and are horizontally horizontal with the upper horizontal flange portion 5. The frictional surface 19 is configured to absorb energy when the base of the flange 3 moves in the vertical direction.
Each configuration will be described in detail below.
＜下側部材＞
下側部材１３は、基端側に下水平フランジ部３の下面に配置されて水平方向に延出する下水平延出部１４を有し、先端側に上方に向かって円弧状に湾曲して上水平フランジ部５の高さまで延出する上向延出部１１を有している。
下側部材１３は、所定の幅を有する板状の鋼板によって形成されており、下水平延出部１４には２個のボルト挿通孔（図示なし）が形成されている。
水平延出部と下水平フランジ部３の下面との間には高さを調整する高さ調整板２０が設けられている。
なお、下側部材１３の基端側とは、制振装置１をタワー構造体におけるフランジ接合部に設置した状態で下水平フランジ部３の基部側になる側をいい、下側部材１３の先端側とは、同様の状態で下水平フランジ部３の径内方向となる側をいう。
<Lower member>
The lower member 13 has a lower horizontal extending portion 14 disposed on the lower surface of the lower horizontal flange portion 3 and extending horizontally in the proximal end side, and is curved in an arc shape upward at the distal end side It has an upward extending portion 11 extending to the height of the upper horizontal flange portion 5.
The lower member 13 is formed of a plate-like steel plate having a predetermined width, and the lower horizontal extending portion 14 is formed with two bolt insertion holes (not shown).
A height adjustment plate 20 for adjusting the height is provided between the horizontal extension and the lower surface of the lower horizontal flange 3.
In addition, the base end side of the lower side member 13 means the side which becomes the base side of the lower horizontal flange portion 3 in a state where the damping device 1 is installed at the flange joint portion of the tower structure. The side refers to the side in the radial inner direction of the lower horizontal flange portion 3 in the same state.
＜上側部材＞
上側部材１７は、基端側に上水平フランジ部５の上面に配置されて水平方向に延出する上水平延出部１８を有し、先端側に下方に向かって円弧状に湾曲して下水平フランジ部３の位置まで延出する下向延出部１５を有している。
上側部材１７は、下側部材１３と同様に所定の幅を有する板状の鋼板によって形成されており、上水平延出部１８にはボルト挿通孔（図示なし）が形成されている。ボルト挿通孔は、下側部材１３と同様に２個形成されており、その径も下側部材１３のボルト挿通孔と同じである。
なお、上側部材１７の基端側とは、上述した下側部材１３の基端側と同様に、制振装置１をタワー構造体におけるフランジ接合部に設置した状態で上水平フランジ部５の基部側になる側をいい、上側部材１７の先端側とは、同様の状態で上水平フランジ部５の径内方向となる側をいう。
<Upper member>
The upper member 17 has an upper horizontal extending portion 18 disposed on the upper surface of the upper horizontal flange portion 5 and extending horizontally in the proximal end side, and is curved downward in a circular arc toward the distal end side to lower It has a downward extending portion 15 extending to the position of the horizontal flange portion 3.
The upper member 17 is formed of a plate-like steel plate having a predetermined width similarly to the lower member 13, and a bolt insertion hole (not shown) is formed in the upper horizontal extension 18. The two bolt insertion holes are formed similarly to the lower member 13, and the diameters thereof are also the same as the bolt insertion holes of the lower member 13.
In addition, the base end side of the upper side member 17 refers to the base of the upper horizontal flange portion 5 in a state where the damping device 1 is installed at the flange joint portion of the tower structure similarly to the base end side of the lower side member 13 described above. The end side of the upper side member 17 means the side which becomes the diameter inward direction of the upper horizontal flange portion 5 in the same state.
＜摩擦面＞
摩擦面１９は、上向延出部１１と下向延出部１５が互いに当接して形成されるものであり、本実施の形態では、上向延出部１１の内面と下向延出部１５の外面とが当接して摩擦面１９を形成している。摩擦面１９を形成するため、上向延出部１１の内面と下向延出部１５の外面とが同心円の円弧となっている。←適否をご検討下さい。
なお、摩擦面１９は、上向延出部１１の外面と下向延出部１５の内面とが当接して摩擦面１９を形成するようにしてもよい。
<Friction surface>
The friction surface 19 is formed by bringing the upward extension 11 and the downward extension 15 into contact with each other, and in the present embodiment, the inner surface of the upward extension 11 and the downward extension The outer surface of the contact 15 abuts to form a friction surface 19. In order to form the friction surface 19, the inner surface of the upward extending portion 11 and the outer surface of the downward extending portion 15 are arcs of concentric circles. ← Please consider the appropriateness.
The friction surface 19 may be formed by bringing the outer surface of the upward extending portion 11 and the inner surface of the downward extending portion 15 into contact with each other.
＜ボルト及びナット＞
ボルト７は、下側部材１３、上側部材１７、下水平フランジ部３及び上水平フランジ部５のボルト挿通孔に挿通され、ナット９によって締結され、これによってフランジ接合部を構成すると共に制振装置１をフランジ接合部に固定する機能を有する。
ボルト７は、タワー構造体の下水平フランジ部３と上水平フランジ部５を固定するボルトと同径で、長さが長いものである。そして、大型の風力発電設備の場合、ボルト径は30〜50mmであるため、ボルト７はこのボルト径と同径のものであることが必要である。
<Bolt and nut>
The bolt 7 is inserted into the bolt insertion hole of the lower member 13, the upper member 17, the lower horizontal flange portion 3 and the upper horizontal flange portion 5, and is tightened by the nut 9 to thereby form a flange joint portion and a damping device It has the function of fixing 1 to the flange joint.
The bolt 7 has the same diameter as the bolt for fixing the lower horizontal flange portion 3 and the upper horizontal flange portion 5 of the tower structure, and has a long length. And in the case of a large-sized wind turbine, since the bolt diameter is 30 to 50 mm, the bolt 7 needs to have the same diameter as the bolt diameter.
＜制振装置の配置＞
制振装置１の配置に関し、上水平フランジ部５と下水平フランジ部３を結合するボルト７を図１１のように均等配置するのではなく、例えば図３に示すように、周方向で２本ずつを一つの組みとして、組となっているボルト７同士の間隔が狭く、組同士の間の間隔が広いような不連続なボルト配置をすると、間隔の広い組同士の間の変形が大きくなる。そこで、このようなこの変形量の大きい箇所に本発明による制振装置１を取り付けることで、効率的に減衰効果を増加させることが可能である。なお、図３においては、制振装置１を固定するボルト７は図示を省略している。
<Placement of vibration control device>
Regarding the arrangement of the vibration damping device 1, instead of evenly arranging the bolts 7 connecting the upper horizontal flange portion 5 and the lower horizontal flange portion 3 as shown in FIG. 11, for example, as shown in FIG. Discontinuous bolt arrangement in which the distance between the bolts 7 in a pair is narrow and the distance between the pairs is wide, with each pair being as one set, the deformation between the widely spaced pairs becomes large . Therefore, by attaching the damping device 1 according to the present invention to such a portion where the amount of deformation is large, it is possible to efficiently increase the damping effect. In addition, in FIG. 3, the bolt 7 which fixes the damping device 1 is abbreviate | omitting illustration.
＜作用の説明＞
風荷重が作用すると、上述したように、上水平フランジ部５及び下水平フランジ部３は変形し、上水平フランジ部５と下水平フランジ部３の基部が開こうとし、次にこの開きが閉じようとする。
前記基部が開いたときには、図４に示すように、制振装置１の上側部材１７の基部側が持ち上げられる一方下側部材１３の基部側が押し下げられるため、上向延出部１１は上方に向かって移動し、逆に下向延出部１５は下方に向かって移動する。
他方、前記基部が閉じるときには、上記の逆の動きによって、上向延出部１１は下方に向かって移動し、逆に下向延出部１５は上方に向かって移動する。
そして、上向延出部１１と下向延出部１５の互いに反対の上下移動の際に、両者は摩擦面１９で摺動して滑り摩擦によって振動エネルギーを吸収する。
<Description of action>
When a wind load is applied, as described above, the upper horizontal flange 5 and the lower horizontal flange 3 are deformed, the bases of the upper horizontal flange 5 and the lower horizontal flange 3 try to open, and then the opening is closed. I will try.
When the base portion is opened, as shown in FIG. 4, the base side of the upper member 17 of the vibration damping device 1 is lifted and the base side of the lower member 13 is pushed down, so the upward extending portion 11 goes upward It moves, conversely, the downward extension 15 moves downward.
On the other hand, when the base is closed, the upward extension 11 moves downward and the downward extension 15 moves upward due to the reverse movement described above.
Then, when the upward extending portion 11 and the downward extending portion 15 move up and down opposite to each other, both slide on the friction surface 19 and absorb vibration energy by sliding friction.
以上のように、本実施の形態の制振装置１は、タワー構造体のフランジ接合部に簡易かつコンパクトに取り付け可能な形状を有するため装置そのものが非常に小型であり、設置に大きな空間を必要とせず、構造体の振動を減衰させる効果を奏することができる。
また、上側部材１７と下側部材１３に、それぞれ設置状態で同軸上となる少なくとも２個のボルト挿通孔を設けているので、タワー構造体のフランジ接合部に用いるボルト孔をそのまま利用できる。
As described above, the vibration damping device 1 of the present embodiment has a shape that can be easily and compactly attached to the flange joint of the tower structure, and the device itself is very compact, and a large space is required for installation. However, the vibration of the structure can be damped.
Further, since the upper member 17 and the lower member 13 are provided with at least two bolt insertion holes coaxial with each other in the installed state, the bolt holes used for the flange joint portion of the tower structure can be used as it is.
なお、図５に示すように、上向延出部１１と下向延出部１５に縦方向に長い長穴２１を設け、長穴２１に上向延出部１１と下向延出部１５を圧接して両者が離れるのを防止する圧接部材としての圧接用ボルト・ナット２３を設けるようにしてもよい。 In addition, as shown in FIG. 5, long holes 21 long in the vertical direction are provided in the upper extending portion 11 and the lower extending portion 15, and the upper extending portion 11 and the lower extending portion 15 are provided in the long hole 21. A pressure contact bolt or nut 23 may be provided as a pressure contact member for pressure contact to prevent the two from separating.
［実施の形態２］
本実施の形態を図６〜図８に基づいて以下に説明するが、図６〜図８において実施の形態１と同一部分や対応する部分には同一の符号を付して説明を省略する。
本実施の形態の制振装置２５は、図６〜図８に示すように、下側部材２７が下基部板２９と、下基部板２９に溶接接合された２枚の下Ｌ字状板３１とからなり、上側部材３３が上基部板３５と上基部板３５に溶接接合された上Ｌ字状板３７からなるものである。
Second Embodiment
The present embodiment will be described below based on FIGS. 6 to 8, but in FIGS.
As shown in FIGS. 6-8, the vibration damping device 25 of the present embodiment includes two lower L-shaped plates 31 in which the lower member 27 is welded to the lower base plate 29 and the lower base plate 29. And the upper member 33 is composed of the upper base plate 35 and the upper L-shaped plate 37 welded to the upper base plate 35 by welding.
２枚の下Ｌ字状板３１は、下水平フランジ部３の周方向に所定の隙間を介して下水平片部３２が下基部板２９に溶接接合され、上方に延出する上向延出部としての上向片部３９には上下に長い長穴４１が形成されている。
また、上Ｌ字状板３７の上水平片部３８は上基部板３５に溶接接合され、下方に延出する下向延出部としての下向片部４３には上下に長い長穴４５が形成されると共に下向片部４３は２枚の上向片部３９の隙間に挿入されている。
上向片部３９及び下向片部４３の長穴４１、４５には、図６に示すように、圧接用ボルト・ナット２３が設けられ両者が圧接するようにしている。
The two lower L-shaped plates 31 extend upward, with the lower horizontal piece 32 welded to the lower base plate 29 with a predetermined gap in the circumferential direction of the lower horizontal flange 3 and extending upward. Long upward holes 41 are formed in the upper facing piece 39 as a part.
The upper horizontal piece 38 of the upper L-shaped plate 37 is joined by welding to the upper base plate 35, and the downward piece 43 as a downward extending part extending downward is a long hole 45 long vertically. While being formed, the downward piece 43 is inserted into the gap between the two upward pieces 39.
As shown in FIG. 6, in the elongated holes 41 and 45 of the upward facing piece 39 and the downward facing piece 43, a pressure contact bolt / nut 23 is provided so that both are in pressure contact.
本実施の形態の制振装置２５の基本的な作用は実施の形態１と同様であるが、本実施の形態の制振装置２５においては、下向片部４３の両面が摩擦面１９となり、効率的なエネルギー吸収ができる。また、下向片部４３を２枚の上向片部３９で挟持するようにしているので、両者の接触を安定して行わせることができるので、エネルギー吸収を安定的に行うことができるという効果を奏する。 The basic action of damping device 25 of the present embodiment is the same as that of the first embodiment, but in damping device 25 of the present embodiment, both surfaces of downward piece 43 serve as friction surfaces 19. Efficient energy absorption. Further, since the downward facing piece portion 43 is held between the two upward facing piece portions 39, it is possible to stably make contact between the two, so that energy absorption can be stably performed. Play an effect.
なお、上記の実施の形態１、２の説明では、フランジ接合部の全周に亘って制振装置１、２５を設ける例を示したが、風力発電設備のように卓越する風向が限定されている場合、振動の発生する方向は限定される。そして、卓越風向は既存の風況観測データに基づき特定することができるので、その方向が特定できれば、振動の方向が明確になる。このような場合には、図９に示すように、フランジ接合部の全周ではなく、周方向の特定の領域に局所的に制振装置１を設置することで、効率的な構造減衰向上が可能になる。 In the above description of the first and second embodiments, an example in which the damping devices 1 and 25 are provided over the entire circumference of the flange joint portion is shown, but the predominant wind direction is limited as in a wind power generation facility. If so, the direction in which the vibration occurs is limited. And since the dominant wind direction can be specified based on the existing wind condition observation data, if the direction can be specified, the direction of vibration becomes clear. In such a case, as shown in FIG. 9, efficient installation of structural damping can be achieved by locally installing the damping device 1 in a specific region in the circumferential direction, rather than the entire periphery of the flange joint. It will be possible.
また、本発明による制振装置１、２５は、タワー構造体の高さ方向の全てのフランジ接合部に設置する必要はなく、高さ方向に偏分布させて設置することが可能である。
タワー構造体のフランジ接合部の中でも、変形量の大きい部分であるほど、本発明の制振効果は大きい。その意味で、曲げモーメントが大きく、かつ断面係数の小さい層のフランジ接合部に設けるのが最も効果的である。
そして、本発明の制振装置１、２５は、フランジ接合部を挟むようなごく小さい形状であるため、所望の箇所に設置が可能であり、極めて効率的である。
Furthermore, the vibration damping devices 1 and 25 according to the present invention do not have to be installed at all flange joints in the height direction of the tower structure, and can be installed with a biased distribution in the height direction.
The damping effect of the present invention is larger as the deformation amount is larger in the flange joint of the tower structure. In that sense, it is most effective to provide a flange joint of a layer having a large bending moment and a small cross section coefficient.
And since the damping devices 1 and 25 of this invention are very small shapes which pinch a flange junction part, installation is possible at a desired location and is very efficient.
１ 制振装置
３ 下水平フランジ部
５ 上水平フランジ部
７ ボルト
９ ナット
１１ 上向延出部
１３ 下側部材
１４ 下水平延出部
１５ 下向延出部
１７ 上側部材
１８ 上水平延出部
１９ 摩擦面
２０ 高さ調整板
２１ 長穴
２３ 圧接用ボルト・ナット
２５ 制振装置（実施の形態２）
２７ 下側部材
２９ 下基部板
３１ 下Ｌ字状板
３２ 下水平片部
３３ 上側部材
３５ 上基部板
３７ 上Ｌ字状板
３８ 上水平片部
３９ 上向片部
４１ 長穴
４３ 下向片部
４５ 長穴
＜従来例＞
５１ 風力発電設備
５３ 塔体
５５ 下水平フランジ部
５７ 上水平フランジ部
５９ ボルト
６１ ナット
REFERENCE SIGNS LIST 1 vibration damping device 3 lower horizontal flange portion 5 upper horizontal flange portion 7 bolt 9 nut 11 upward extending portion 13 lower side member 14 lower horizontal extending portion 15 downward extending portion 17 upper side member 18 upper horizontal extending portion 19 Friction surface 20 height adjustment plate 21 long hole 23 bolt and nut for pressure welding 25 vibration damping device (embodiment 2)
27 lower member 29 lower base plate 31 lower L-shaped plate 32 lower horizontal piece 33 upper member 35 upper base plate 37 upper L-shaped plate 38 upper horizontal piece 39 upper facing piece 41 long hole 43 lower facing piece 45 long hole <conventional example>
51 Wind Turbine Generator 53 Tower 55 Lower Horizontal Flange 57 Upper Horizontal Flange 59 Bolt 61 Nut
Claims (6)
基端側が前記下水平フランジ部に配置され、先端側に上方に向かって湾曲または屈曲して延出する上向延出部を有する下側部材と、
基端側が前記上水平フランジ部に配置され、先端側に下方に向かって湾曲または屈曲して延出する下向延出部を有する上側部材と、
前記下側部材と前記上側部材のそれぞれの基端側を前記フランジ接合部を挟んで接合するボルト及びナットと、を有し、
前記下側部材と前記上側部材は、前記上向延出部と前記下向延出部が互いに当接して摩擦面を形成するように配設され、前記タワー構造体が振動して前記上水平フランジ部と前記下水平フランジ部の基部が上下方向に移動したときに前記摩擦面によってエネルギーを吸収することを特徴とするタワー構造体の制振装置。 A plurality of steel pipes are vertically connected by a flange joint where a lower horizontal flange provided at the upper end of the lower steel pipe and an upper horizontal flange provided at the lower end of the upper steel pipe are joined by bolts and nuts. Vibration control device for the tower structure
A lower member disposed on the lower horizontal flange portion at a proximal end side and having an upward extending portion which is curved or bent upward toward the distal end side;
An upper member having a downward extending portion which is disposed on the upper horizontal flange portion at a proximal end side, and is bent or bent downward toward the distal end side;
A bolt and a nut for joining the base end sides of the lower member and the upper member with the flange joint interposed therebetween;
The lower member and the upper member are disposed such that the upwardly extending portion and the downwardly extending portion are in contact with each other to form a friction surface, and the tower structure is vibrated to be horizontally leveled. A vibration control device for a tower structure, wherein energy is absorbed by the friction surface when the flange portion and the base of the lower horizontal flange portion move in the vertical direction.
前記上向延出部の内面側と前記下向延出部の外面側、又は、前記上向延出部の外面側と前記下向延出部の内面側が当接して摩擦面を形成していることを特徴とする請求項１記載のタワー構造体の制振装置。 The upwardly extending portion and the downwardly extending portion are formed of a plate-like body curved in an arc shape,
The friction surface is formed by bringing the inner surface side of the upwardly extending portion and the outer surface side of the downwardly extending portion, or the outer surface side of the upwardly extending portion and the inner surface of the downwardly extending portion in contact with each other The vibration control device of the tower structure according to claim 1, wherein
前記下向延出部は前記上水平フランジの周方向に所定の隙間を介して平行に配置された２枚の板状体からなり、前記上向延出部は前記下向延出部の２枚の板状体に挟持されるようにされた板状体からなることを特徴とする請求項１記載のタワー構造体の制振装置。 The upwardly extending portion is formed of two plate-like bodies disposed in parallel in the circumferential direction of the lower horizontal flange with a predetermined gap, and the downwardly extending portion is a portion of the upwardly extending portion 2 Consists of a plate-like body adapted to be held between sheet-like bodies, or
The downward extending portion is formed of two plate-like bodies disposed in parallel in the circumferential direction of the upper horizontal flange with a predetermined gap, and the upward extending portion is a portion of the downward extending portion 2. A damping device for a tower structure according to claim 1, comprising a plate-like body adapted to be held between sheet-like plates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| JP2017203042A JP6812946B2 (en) | 2017-10-20 | 2017-10-20 | Vibration damping device and tower structure of flange-joined tower structure |
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| Application Number | Priority Date | Filing Date | Title |
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| JP2017203042A JP6812946B2 (en) | 2017-10-20 | 2017-10-20 | Vibration damping device and tower structure of flange-joined tower structure |
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Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0665572U (en) * | 1992-05-08 | 1994-09-16 | 東京電力株式会社 | Cushioning structure for leg joints and cushioning material used therefor |
| JP2009114837A (en) * | 2007-10-18 | 2009-05-28 | Railway Technical Res Inst | Vibration control device for columnar structure |
| US20100126115A1 (en) * | 2008-11-21 | 2010-05-27 | Vesta Wind Systems A/S | Wind Turbine Tower Monitoring Device |
| JP2012087584A (en) * | 2010-10-22 | 2012-05-10 | Nasu Denki Tekko Co Ltd | Vibration suppressing device |
-
2017
- 2017-10-20 JP JP2017203042A patent/JP6812946B2/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0665572U (en) * | 1992-05-08 | 1994-09-16 | 東京電力株式会社 | Cushioning structure for leg joints and cushioning material used therefor |
| JP2009114837A (en) * | 2007-10-18 | 2009-05-28 | Railway Technical Res Inst | Vibration control device for columnar structure |
| US20100126115A1 (en) * | 2008-11-21 | 2010-05-27 | Vesta Wind Systems A/S | Wind Turbine Tower Monitoring Device |
| JP2012087584A (en) * | 2010-10-22 | 2012-05-10 | Nasu Denki Tekko Co Ltd | Vibration suppressing device |
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