JP2005187185A - Device for horizontally supporting mast of tower crane - Google Patents

Device for horizontally supporting mast of tower crane Download PDF

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JP2005187185A
JP2005187185A JP2003433046A JP2003433046A JP2005187185A JP 2005187185 A JP2005187185 A JP 2005187185A JP 2003433046 A JP2003433046 A JP 2003433046A JP 2003433046 A JP2003433046 A JP 2003433046A JP 2005187185 A JP2005187185 A JP 2005187185A
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mast
tower crane
support
horizontal support
spring
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JP4522091B2 (en
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Izuru Fukushima
出 福島
Norihide Kojika
紀英 小鹿
Seizo Nametake
清蔵 行武
Mitsuru Iizuka
満 飯塚
Shunichi Yamada
俊一 山田
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Kajima Corp
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Kajima Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a device for horizontally supporting a mast having a quake-resistant mechanism capable of preventing a tower crane from being fallen down in a large earthquake and rapidly recovering the tower crane to an original position in operation by absorbing the swing of the tower crane by such a rather simple mechanism as obtained by merely improving the structure of a supporting member for connecting the tower crane to a structure. <P>SOLUTION: This device 1 for horizontally supporting the mast having the quake-resistant mechanism comprises a support beam 11 supporting the mast 2 of the tower crane 1A movably in the vertical direction, laminated rubbers 12, and oil dampers 13. The support beam 11 is so formed that a beam material square frame portion 11a and four beam material projected portions 11b are formed of a pair of beam materials 20 and a pair of beam sway brace materials 21, the laminated rubbers 12 are installed between the beam material projected portions and a beam 30, the beam material projected portions 11b are connected to the beam 30 through the oil dampers 13, and the swing of the crane is absorbed by the oil dampers 13 to return the crane to the original position with the laminated rubbers 12. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、構造物建設用のタワークレーンのマスト水平支持装置に関するものであり、特に、タワークレーンと構造物とを連結する支持部材の構造を改良して大地震時のタワークレーンの倒壊を防ぐと共に、作業時にはタワークレーンの揺れを吸収し速やかに元の位置に復元させる耐震機構を備えたマスト水平支持装置に関するものである。   The present invention relates to a mast horizontal support device for a tower crane for construction of a structure, and in particular, the structure of a support member that connects the tower crane and the structure is improved to prevent the tower crane from collapsing during a large earthquake. At the same time, the present invention relates to a mast horizontal support device provided with an earthquake-resistant mechanism that absorbs the shaking of the tower crane and quickly restores it to its original position during work.

高層ビル等の構造物が立ち上がっていくにつれてマストを継ぎ足していく型の構造物建設用のタワークレーンは、マストと構造物とをマスト水平支持装置で結合している。従来のマスト水平支持装置は、マストと構造物を剛結しているので、常時は強固に支持されるが、大地震時には構造物からマスト水平支持装置を介して過大な荷重が掛かり、マストの座屈、破断等を生じ、タワークレーンの倒壊災害が発生する恐れがある。また、マスト水平支持装置が破壊され、マスト水平支持装置によるマストの支持がなくなった場合にも、タワークレーンの倒壊災害が発生する恐れがある。   2. Description of the Related Art A tower crane for construction of a structure in which a mast is added as a structure such as a high-rise building rises connects the mast and the structure with a mast horizontal support device. The conventional mast horizontal support device is firmly supported at all times because the mast and the structure are rigidly connected. However, during a large earthquake, an excessive load is applied from the structure via the mast horizontal support device, and the mast It may cause buckling, breakage, etc., causing a tower crane collapse disaster. Further, when the mast horizontal support device is destroyed and the mast is no longer supported by the mast horizontal support device, there is a possibility that a tower crane collapse disaster may occur.

この防止策として、以下に示すような従来技術が提案されている。   As a preventive measure, the following conventional techniques have been proposed.

(1) マスト水平支持装置のステーに、マストの振動を減衰するためにマスト側から建屋側に順次ゴム層と金属板層とを交互に積層したダンパ部材を介設したクライミングクレーンの免震装置(特許文献1参照)。   (1) Climbing crane seismic isolation device with damper members in which rubber layers and metal plate layers are alternately stacked from the mast side to the building side in order to damp the vibration of the mast on the stay of the mast horizontal support device (See Patent Document 1).

(2) マストを構造物に支承する支持ステーにオイルダンパを組み込んだマスト水平支持装置(特許文献2、3参照)。   (2) A mast horizontal support device in which an oil damper is incorporated in a support stay that supports the mast on a structure (see Patent Documents 2 and 3).

(3) マストと構造物とを結ぶ支持ステーに皿ばねを設けたタワークレーンの耐震支持装置(特許文献4参照)。   (3) An earthquake-resistant support device for a tower crane in which a disc spring is provided on a support stay that connects the mast and the structure (see Patent Document 4).

(4) マストと構造物とを結ぶ支持ステーにダンパ機構とトリガー機構を設け、トリガー機構により、所定の軸力がかかるまではマストを拘束し、所定の軸力以上でダンパ機構を機能させるタワークレーンの耐震支持装置(特許文献5参照)。   (4) A tower that provides a damper mechanism and a trigger mechanism on the support stay that connects the mast and the structure. The trigger mechanism restrains the mast until a predetermined axial force is applied, and allows the damper mechanism to function above a predetermined axial force. A seismic support device for a crane (see Patent Document 5).

(5) 走行クレーンを対象とし、走行装置上またはその上のクレーン構造物に積層ゴムと油圧シリンダのオイルダンパを設けたクレーン(特許文献6参照)。
実公平3ー8707号公報 特開平9ー58975号公報 特開2001ー199680号公報 特開2002ー145579号公報 特開2002ー145580号公報 特開2001ー335282号公報
(5) A crane that is intended for a traveling crane and is provided with laminated rubber and an oil damper for a hydraulic cylinder on a traveling structure or a crane structure on the traveling device (see Patent Document 6).
No. 3-8707 JP-A-9-58975 Japanese Patent Laid-Open No. 2001-199680 JP 2002-145579 A JP 2002-145580 A JP 2001-335282 A

前述の従来技術の場合、以下のような課題がある。   In the case of the above-described conventional technology, there are the following problems.

(1) 特許文献1の場合、マストの水平変位方向に対して積層ゴムが軸方向に変位するように設置しているため、積層ゴムの剛性は高く、実際には従来のマスト水平支持装置のように構造物に剛結されている状態と変わらないものと考えられる。積層ゴムの剛性が低いものを取り付けた場合には、常時でも変位を許容することになるため、通常の作業時の安定性が低下する恐れがある。   (1) In the case of Patent Document 1, since the laminated rubber is installed so that the laminated rubber is displaced in the axial direction with respect to the horizontal displacement direction of the mast, the laminated rubber has high rigidity. Thus, it is considered that it is not different from the state of being rigidly connected to the structure. If a laminated rubber having a low rigidity is attached, the displacement is allowed at all times, so that the stability during normal work may be reduced.

(2) 特許文献2、3のように、マスト水平支持装置にオイルダンパのみを組み込む場合、地震時に生じるマストの振動エネルギーを有効に吸収できると思われるが、元の位置に戻るためにはマストの復元力に拠らねばならず、また従来のマスト水平支持装置と比較して固定度が著しく弱いため、やはり通常の作業時の安定性が低下する恐れがある。   (2) When only an oil damper is installed in the mast horizontal support device as in Patent Documents 2 and 3, it seems that mast vibration energy generated during an earthquake can be effectively absorbed. It is necessary to rely on the restoring force, and since the fixing degree is remarkably weak as compared with the conventional mast horizontal support device, there is a possibility that the stability during normal operation may be lowered.

(3) 特許文献4のように、マスト水平支持装置部分に皿ばねを設ける場合、皿ばねの塑性変形により地震時の振動エネルギーが吸収されることになるが、その塑性変形により地震後マストに残留変形を生じる恐れがある。   (3) When a disc spring is provided in the mast horizontal support device as in Patent Document 4, vibration energy at the time of earthquake is absorbed by plastic deformation of the disc spring. Residual deformation may occur.

(4) 特許文献5のように、マスト水平支持装置部分にトリガー機構を設けた場合、マスト水平支持装置に所定の軸力がかかるまではマストを拘束することになり、従来のマスト水平支持装置と機能的に変わるところはない。   (4) When a trigger mechanism is provided in the mast horizontal support device portion as in Patent Document 5, the mast is restrained until a predetermined axial force is applied to the mast horizontal support device. There is no functional change.

(5) 特許文献6のように、マストを継ぎ足していく型のタワークレーンにおいてマスト水平支持装置より下の部分を積層ゴムとオイルダンパにより免震化しても、マスト水平支持装置によりタワークレーンとビルが剛結されるため免震効果は得られない。また、マスト水平支持装置より上の部分に積層ゴムとオイルダンパを挟み込む場合、積層ゴムには鉛直方向に力が作用することになるが、積層ゴムは引張力に弱いため、その対策を別途講ずることが必要になる。   (5) Even if the lower part of the mast horizontal support device is seismically isolated with laminated rubber and an oil damper in the tower crane of the type in which the mast is added as in Patent Document 6, the tower crane and the building are installed with the mast horizontal support device. The seismic isolation effect cannot be obtained because In addition, when the laminated rubber and oil damper are sandwiched between the upper part of the mast horizontal support device, force is applied to the laminated rubber in the vertical direction. It will be necessary.

本発明は、上述したような問題点を解消すべくなされたもので、タワークレーンと構造物とを連結する支持部材の構造を改良するだけの比較的簡易な機構により、大地震時のタワークレーンの倒壊を防ぐと共に、作業時にはタワークレーンの揺れを吸収し速やかに元の位置に復元させることのできる耐震機構を備えたマスト水平支持装置を提供することを目的としている。   The present invention has been made to solve the above-mentioned problems, and a tower crane at the time of a large earthquake by a relatively simple mechanism that only improves the structure of a support member that connects the tower crane and the structure. An object of the present invention is to provide a mast horizontal support device equipped with an earthquake-resistant mechanism that can prevent collapse of the tower and absorb the shaking of the tower crane during operation and quickly restore it to its original position.

本発明の請求項1は、タワークレーンのマストと構造物とを連結するマスト水平支持装置であり、マストの支持部材と構造物側の部材とが、ばね要素と減衰要素とを介して、または、ばね要素と減衰要素の両方の性質を有するばね減衰要素を介して、連結されていることを特徴とするタワークレーンのマスト水平支持装置である。   Claim 1 of the present invention is a mast horizontal support device for connecting a mast of a tower crane and a structure, and the support member of the mast and the member on the structure side are provided via a spring element and a damping element, or The tower crane mast horizontal support device is connected through a spring damping element having both properties of a spring element and a damping element.

本発明は構造物の内部に設置するタイブ(内部設置型のマストクライミング式やフロアクライミング式)と構造物の外部に設置するタイプ(外部設置型のマストクライミング式)のタワークレーンに適用することができる(図1参照)。マストの支持部材は、例えばマストを取り囲む支持枠と、この支持枠から構造物側の部材に向かって突出する支持ステー等の突出部材からなるマスト支持構造を用いることができる。ばね要素と減衰要素は、それぞれ独立したばね装置と減衰装置でもよいし、ばね要素と減衰要素の両方の機能を兼ね備えた1つのばね減衰装置でもよい。マスト水平支持装置を取り付ける構造物側の部材は、マスト水平支持装置からの荷重を支持できる任意のものでよく、例えば高層ビルでは、柱や梁などが用いられる。   The present invention can be applied to a tower crane of a tie (internally installed mast climbing type or floor climbing type) installed inside the structure and a type (externally installed mast climbing type) installed outside the structure. Yes (see FIG. 1). As the mast support member, for example, a mast support structure including a support frame surrounding the mast and a projecting member such as a support stay projecting from the support frame toward a member on the structure side can be used. The spring element and the damping element may be independent spring devices and damping devices, respectively, or may be one spring damping device that has both functions of the spring element and the damping element. The member on the structure side to which the mast horizontal support device is attached may be any member that can support the load from the mast horizontal support device. For example, in a high-rise building, a column or a beam is used.

本発明の請求項2は、請求項1に記載のマスト水平支持装置において、マストの支持部材は、マストを取り囲む桁材枠部分と、この桁材枠部分から構造物側の部材に向って一体的に突出する桁材突出部分とからなる支持桁から構成されていることを特徴とするタワークレーンのマスト水平支持装置である。   According to a second aspect of the present invention, in the horizontal support apparatus for a mast according to the first aspect, the support member for the mast is integrally formed with a girder frame portion surrounding the mast and from the girder frame portion toward the member on the structure side. A tower crane mast horizontal support device characterized in that the mast horizontal support device is composed of a support girder composed of a projecting portion of a girder material that projects in a continuous manner.

本発明において、マストの支持部材には平面視で井桁状等の支持桁を用いることができる。例えば、水平面内において、2本の平行な桁材を2本の平行な桁つなぎ材で一体的に剛結合して、マスト水平断面を取り囲む桁材四角枠部分と、この部分から構造物側の部材に向って一体的に突出する桁材突出部分とを形成する。   In the present invention, a support beam such as a cross beam can be used as a support member for the mast in a plan view. For example, in a horizontal plane, two parallel girders are integrally rigidly coupled with two parallel girders, and a girder square frame part surrounding the mast horizontal section, and from this part to the structure side A girder protruding portion that integrally protrudes toward the member is formed.

内部設置型のタワークレーンの場合、桁材突出部分を桁材四角枠部分の両側にそれぞれ2本合計4本(あるいは縦横の両側にそれぞれ2本合計8本)突出させる(図2参照)。外部設置型のタワークレーンの場合、桁材突出部分を桁材四角枠部分の片側に2本突出させる(図6参照)。ばね要素は、例えば桁材突出部分の先端部と梁等との間に設置し(図2、図6参照)、あるいは桁材突出部分の中間部と梁や柱等とを連結するように配置する。減衰要素は、例えば桁材突出部分の中間部と梁や柱等とを連結するように配置する(図2参照)。外部設置型のタワークレーンの場合、ブレースを用いて桁材四角枠部分と柱との間に減衰要素を配置するのが好ましい(図6参照)。   In the case of an internally installed type tower crane, the protruding part of the beam member is protruded on each side of the square frame part of the beam member for a total of four (or a total of eight on both the vertical and horizontal sides) (see FIG. 2). In the case of an externally installed tower crane, two projecting portions of the girders are projected on one side of the square frame portion of the girders (see FIG. 6). The spring element is installed, for example, between the tip of the beam projecting portion and the beam (see FIGS. 2 and 6), or arranged so as to connect the intermediate portion of the beam projecting portion and the beam, column, or the like. To do. The damping element is disposed so as to connect, for example, an intermediate portion of the protruding portion of the beam member and a beam, a column, or the like (see FIG. 2). In the case of an externally installed tower crane, it is preferable to use a brace to dispose the damping element between the girder square frame portion and the column (see FIG. 6).

本発明の請求項3は、請求項1または請求項2に記載のマスト水平支持装置において、ばね要素は、マストの支持部材と構造物側の部材との間に配置される積層ゴム、コイルばね、または板ばねであり、減衰要素は、マストの支持部材と構造物側の部材とを連結する流体系ダンパ(オイルダンパ、粘性ダンパ、磁気流体ダンパ等)、粘弾性ダンパ、摩擦ダンパ、または弾塑性ダンパ(鋼製、鉛、アルミ、アルミ合金など)であることを特徴とするタワークレーンのマスト水平支持装置である。   According to a third aspect of the present invention, in the mast horizontal support device according to the first or second aspect, the spring element is a laminated rubber or coil spring disposed between the mast support member and the structure-side member. Or a leaf spring, and the damping element is a fluid damper (oil damper, viscous damper, magnetic fluid damper, etc.), viscoelastic damper, friction damper, or elastic member that connects the support member of the mast and the member on the structure side. The tower crane mast horizontal support device is a plastic damper (steel, lead, aluminum, aluminum alloy, etc.).

本発明において、ばね要素には、免震構造ビルで使用されている周知の積層ゴムを用いることができる。例えば、桁材突出部分の先端部を梁等の上まで延在させ、それらの間に設置する。水平全方向の変位に追随することができる。また、コイルばね、板ばね、その他のばねを用いることもできる。コイルばねの場合には、例えば、桁材突出部分の中間部と梁や柱等とを連結するように配置し、また水平面内の直交2方向に配置する。   In the present invention, the well-known laminated rubber used in the seismic isolation structure building can be used for the spring element. For example, the leading end of the protruding part of the girder is extended over the beam or the like and installed between them. It is possible to follow displacement in all horizontal directions. Moreover, a coil spring, a leaf | plate spring, and another spring can also be used. In the case of a coil spring, for example, it is arranged so as to connect the intermediate part of the protruding part of the beam member and a beam, a column, etc., and also in two orthogonal directions in the horizontal plane.

一方、減衰要素には、制震構造ビルで使用されている周知の流体系ダンパ(オイルダンパ、粘性ダンパ、磁気流体ダンパ等)、粘弾性ダンパ、摩擦ダンパ、弾塑性ダンパ(鋼製、鉛、アルミ、アルミ合金など)、その他のダンパを用いることができる。このダンパは、例えば、桁材突出部分の中間部と梁や柱等とを連結するように配置し、また水平面内の直交2方向に配置する(図2参照)。さらに、外部設置型のタワークレーンの場合、ブレースを用いて桁材四角枠部分と柱との間に減衰要素を配置するのが好ましい(図6参照)。なお、ダンパやブレースの接続端部は垂直ピンや球面軸受け等を用いて回転自在に接続する。   On the other hand, damping elements include well-known fluid dampers (oil dampers, viscous dampers, magnetic fluid dampers, etc.), viscoelastic dampers, friction dampers, elastic-plastic dampers (steel, lead, Aluminum, aluminum alloy, etc.) and other dampers can be used. For example, the damper is disposed so as to connect the intermediate portion of the protruding portion of the beam member to the beam, the column, or the like, and is disposed in two orthogonal directions in the horizontal plane (see FIG. 2). Further, in the case of an externally installed tower crane, it is preferable to dispose a damping element between the girder square frame portion and the column using a brace (see FIG. 6). The connecting end of the damper or brace is connected rotatably using a vertical pin, a spherical bearing or the like.

本発明の請求項4は、請求項1または請求項2に記載のマスト水平支持装置において、ばね減衰要素は、マストの支持部材と構造物側の部材との間に配置される鉛プラグ入り積層ゴムまたは高減衰積層ゴムであることを特徴とするタワークレーンのマスト水平支持装置である。   According to a fourth aspect of the present invention, in the mast horizontal support device according to the first or second aspect, the spring damping element is a laminate including lead plugs disposed between the support member of the mast and the member on the structure side. A tower crane mast horizontal support device characterized by being rubber or high-damping laminated rubber.

ばね要素と減衰要素の両方の性質を有するばね減衰要素の具体的な装置としては、免震構造ビルで使用されている周知の鉛プラグ入りや高減衰の積層ゴム、その他の積層ゴムがある。この場合も、例えば、桁材突出部分の先端部を梁等の上まで延在させ、それらの間に設置する(図5参照)。この場合、ダンパを省略することができる。   Specific examples of the device for the spring damping element having the properties of both a spring element and a damping element include the well-known lead-plugged and high damping laminated rubber used in the base-isolated structure building and other laminated rubbers. Also in this case, for example, the leading end portion of the beam projecting portion extends to the top of the beam or the like and is installed between them (see FIG. 5). In this case, the damper can be omitted.

以上のような構成の耐震機構付きのマスト水平支持装置で支持されたタワークレーンは、マスト水平支持装置の減衰要素で揺れを吸収し、ばね要素によりマストを元の位置に戻すことができ、タワークレーンの倒壊を防止することができる。また、強風時の揺れや、通常の作業で生じる揺れも、減衰要素が吸収し、ばね要素によりマストを元の位置に速やかに戻すことができ、タワークレーンの作業性を向上させることができる。   The tower crane supported by the mast horizontal support device with an earthquake-resistant mechanism configured as described above can absorb shaking by the damping element of the mast horizontal support device, and the mast can be returned to the original position by the spring element. The collapse of the crane can be prevented. In addition, the damping element absorbs shaking during strong winds and shaking caused by normal work, and the mast can be quickly returned to the original position by the spring element, so that the workability of the tower crane can be improved.

本発明の耐震機構付きのマスト水平支持装置は、以上のように構成されているので、次のような効果を有する。   Since the mast horizontal support device with an earthquake-resistant mechanism of the present invention is configured as described above, it has the following effects.

(1) 大地震時のタワークレーンの倒壊災害を減衰要素とばね要素により確実に防ぐことができる。   (1) The collapse of the tower crane during a major earthquake can be reliably prevented by the damping element and spring element.

(2) 作業時においても、減衰要素とばね要素によりタワークレーンの揺れを確実に吸収し、速やかに元の位置に復元し、快適に作業をすることができる。   (2) Even during work, the damping and spring elements can reliably absorb the tower crane's swaying, quickly return to its original position, and work comfortably.

(3) タワークレーンと構造物とを連結する支持部材の構造を改良するだけの比較的簡易な機構により、確実に大地震時のタワークレーンの倒壊を防ぎ、かつ作業時にはタワークレーンの揺れを吸収し速やかに元の位置に復元させることができ、また従来のマスト水平支持装置と同様に取り扱うことができる。   (3) With a relatively simple mechanism that only improves the structure of the support member that connects the tower crane and the structure, the tower crane can be reliably prevented from collapsing during a large earthquake, and the tower crane's shaking can be absorbed during work. It can be quickly restored to its original position and can be handled in the same manner as a conventional mast horizontal support device.

以下、本発明を図示する実施形態に基づいて説明する。図1は、本発明のマスト水平支持装置が適用されるタワークレーンの例を示したものである。図2〜図4は内部設置型のタワークレーンのマスト水平支持装置の一例を示す平面図と鉛直断面図である。図5はその変形例を示す平面図である。図6は外部設置型のタワークレーンのマスト水平支持装置の一例を示す平面図である。   Hereinafter, the present invention will be described based on the illustrated embodiments. FIG. 1 shows an example of a tower crane to which the mast horizontal support device of the present invention is applied. 2 to 4 are a plan view and a vertical sectional view showing an example of a mast horizontal support device for an internally installed tower crane. FIG. 5 is a plan view showing a modification thereof. FIG. 6 is a plan view showing an example of a mast horizontal support device for an externally installed tower crane.

図1に示すように、高層ビル等の構造物が立ち上がっていくにつれてマストを継ぎ足していく型の構造物建設用のタワークレーン(マストクライミング型)には、構造物の内部に設けるタワークレーン1Aと、構造物の外部に設けるタワークレーン1Bがある。また、図1(b) の右側に示すように、構造物が立ち上がっていくにつれてタワークレーン自身も上部へ移動する型の構造物建設用のタワークレーン1C(フロアクライミング型)もある。   As shown in FIG. 1, a tower crane (mast climbing type) for construction of a structure in which a mast is added as a structure such as a high-rise building rises includes a tower crane 1A provided inside the structure, There is a tower crane 1B provided outside the structure. In addition, as shown on the right side of FIG. 1B, there is a tower crane 1C (floor climbing type) for construction of a structure in which the tower crane itself moves upward as the structure rises.

内部設置型のタワークレーン1Aの場合、構造物の内部にマスト2を組み、このマスト2の上端にクレーン装置3を設置している。このマスト2は、構造物の骨組が組み上がる高さに応じて高く組み上げ、マスト水平支持装置を介して構造物の梁等に固定される。このマスト水平支持装置は、マスト長さによっては高さ方向に複数箇所設けられる。マスト水平支持装置を複数箇所設ける場合、マスト最上部は耐震機構付きのマスト水平支持装置10とし、マスト最上部以外のマスト水平支持装置は構造物とマストを剛結する従来のマスト水平支持装置10として、組み合わせることも可能である。   In the case of the internally installed tower crane 1 </ b> A, the mast 2 is assembled inside the structure, and the crane device 3 is installed at the upper end of the mast 2. The mast 2 is assembled high according to the height at which the structural framework is assembled, and is fixed to the structural beam or the like via the mast horizontal support device. The mast horizontal support device is provided in a plurality of locations in the height direction depending on the mast length. In the case where a plurality of mast horizontal support devices are provided, the top of the mast is the mast horizontal support device 10 with an earthquake-resistant mechanism, and the mast horizontal support devices other than the top of the mast are conventional mast horizontal support devices 10 that rigidly connect the structure and the mast. Can also be combined.

外部設置型のタワークレーン1Bの場合も、マスト2を構造物の外部に設置する点、マスト水平支持装置の構成が若干異なる点を除いて同様であり、またマスト水平支持装置を複数箇所設ける場合も同様に、マスト最上部に耐震機構付きのマスト水平支持装置10を設置し、中間部には従来の剛結タイプのマスト水平支持装置10’を設置することができる。なお、内部設置型1Aと外部設置型1Bのいずれの場合も、中間部にも耐震機構付きのマスト水平支持装置10を設置してもよいことは言うまでもない。   The externally installed tower crane 1B is the same except that the mast 2 is installed outside the structure, except that the configuration of the mast horizontal support device is slightly different. Similarly, a mast horizontal support device 10 with an earthquake-resistant mechanism can be installed at the top of the mast, and a conventional rigid-type mast horizontal support device 10 'can be installed at the middle portion. Needless to say, the mast horizontal support device 10 with an earthquake-resistant mechanism may be installed in the middle part in both the internal installation type 1A and the external installation type 1B.

フロアクライミング型で内部設置型のタワークレーン1Cの場合には、構造物が立ち上がっていくにつれて、下部固定点が高くなっていき、マスト2の本数は通常変わらないものであり、マスト上部に耐震機構付きのマスト水平支持装置10が設置される。   In the case of the floor-climbing and internally installed tower crane 1C, as the structure stands up, the lower fixing point becomes higher, and the number of masts 2 does not usually change. The attached mast horizontal support device 10 is installed.

図2に示す内部設置型のタワークレーン1Aの実施形態において、本発明の耐震機構付きのマスト水平支持装置10は、主に、マスト2を上下移動可能に支持し構造物に固定するための支持桁11と、ばね要素としての積層ゴム12と、減衰要素としてのオイルダンパ13から構成されている。   In the embodiment of the internally installed tower crane 1A shown in FIG. 2, the mast horizontal support device 10 with an earthquake-resistant mechanism of the present invention mainly supports the mast 2 so as to be movable up and down and fixed to a structure. It comprises a girder 11, laminated rubber 12 as a spring element, and an oil damper 13 as a damping element.

支持桁11は、図2〜図4に示すように、平面視で略井桁状であり、水平面内においてマスト2を両側から挟むように平行に水平配置された一対の桁材20と、この一対の桁材20をマスト2の左右両側において連結する一対の桁つなぎ材21からなる。2本の桁材20は、その両端部がそれぞれ構造物の対向する2本の梁30の上に延在するような長さとされ、その中央部が2本の平行な桁つなぎ材21で連結される。従って、支持桁11は、平面視でマスト2の四周を取り囲む桁材四角枠部分11aと、この四角枠部分11aから梁30に向って一体的に突出する4本の桁材突出部分11bから構成される。なお、支持桁11は、図示例に限らず、8本の桁材突出部分11bを有する平面視井桁状等でもよい。   As shown in FIGS. 2 to 4, the support girder 11 has a substantially square girder shape in plan view, and a pair of girder members 20 horizontally disposed in parallel so as to sandwich the mast 2 from both sides in a horizontal plane. It consists of a pair of girder connecting material 21 which connects the girder material 20 on the left and right sides of the mast 2. The two girder members 20 have such lengths that both ends thereof extend on two beams 30 opposite to each other of the structure, and the central portion thereof is connected by two parallel girder connecting members 21. Is done. Accordingly, the support girder 11 includes a girder quadrangular frame portion 11a that surrounds the four circumferences of the mast 2 in plan view, and four girder projecting portions 11b that project integrally from the square frame portion 11a toward the beam 30. Is done. The support girder 11 is not limited to the illustrated example, and may be a planar girder shape having eight girder protruding portions 11b.

また、桁材20と桁つなぎ材21は、例えばH形鋼に補強リブを設けたものを用いることができる。一方、マスト2の支持桁取付位置には、マスト2の四周に所定長さのマスト補強材4が設けられており、このマスト補強材4に対して適当な隙間をおいて桁材20と桁つなぎ材21が配置される。   Moreover, the girder material 20 and the girder connecting material 21 can use what provided the reinforcing rib in the H-section steel, for example. On the other hand, a mast reinforcing material 4 having a predetermined length is provided around the mast 2 at the support girder mounting position of the mast 2, and the girder 20 and the girder are separated from the mast reinforcing material 4 with an appropriate gap. A connecting material 21 is arranged.

積層ゴム12は、鋼板とゴム層を交互に積層した周知の一般的な免震装置であり、桁材20の桁材突出部分11bの先端部と梁30との間に配置され、上下の取付板がそれぞれ桁材突出部分11bの下面と梁30の上面に固定される。なお、図3に示すように、桁材突出部分11bの先端部における下部は切り欠かれ、この切欠部分に積層ゴム12が配置される。また、図2に示すように、平行な一対の桁材突出部分11bの切り欠かれた先端部同士は連結部材22で連結されている。   The laminated rubber 12 is a well-known general seismic isolation device in which steel plates and rubber layers are alternately laminated. The laminated rubber 12 is disposed between the distal end portion of the beam member protruding portion 11b of the beam member 20 and the beam 30, and is attached vertically. The plates are fixed to the lower surface of the beam projecting portion 11b and the upper surface of the beam 30, respectively. In addition, as shown in FIG. 3, the lower part in the front-end | tip part of the beam member protrusion part 11b is notched, and the laminated rubber 12 is arrange | positioned at this notch part. Further, as shown in FIG. 2, the notched tip portions of the pair of parallel beam projecting portions 11 b are connected by a connecting member 22.

この積層ゴム12は、2本の桁材20の両端の合計4箇所に配置されるが、桁材20の両端には鉛直方向の力が作用しないため、引張力に弱い積層ゴムの特別な処置は不要である。さらに、積層ゴムは水平全方向に変位することが可能のため、簡便な構成とすることができる。   The laminated rubber 12 is disposed at a total of four locations on both ends of the two girder members 20. However, since no vertical force acts on both ends of the girder member 20, a special treatment for laminated rubber that is weak against tensile force. Is unnecessary. Furthermore, since the laminated rubber can be displaced in all horizontal directions, a simple configuration can be obtained.

オイルダンパ13は、オイルが封入されたシリンダと、シリンダ内を摺動するピストンと、オイルの流れを制限してピストンを制動する減衰弁からなる周知の一般的な減衰装置であり、支持桁11と梁30とを連結するように配置される。   The oil damper 13 is a well-known general damping device that includes a cylinder filled with oil, a piston that slides in the cylinder, and a damping valve that restricts the flow of oil and brakes the piston. And the beam 30 are connected to each other.

このオイルダンパ13は、水平全方向の減衰を行えるように配置され、例えば平行な一対の桁材突出部分11b間の中央部における梁30の上に駒材23を固定し、この駒材23に設けたブラケット24にオイルダンパ13の基端部を垂直ピン等を介して水平回転自在に取付け、桁材20の桁材突出部分11bの基端部に設けたブラケット25にオイルダンパ13の先端部を垂直ピン等を介して水平回転自在に取付け、オイルダンパ13が桁材20に対して約45度の角度で斜めに水平配置される。垂直ピンに代えて球面軸受けを用いれば、上下も含めたあらゆる方向の変位に追随させることも可能である。   The oil damper 13 is disposed so as to be able to attenuate in all horizontal directions. For example, a piece member 23 is fixed on a beam 30 at a central portion between a pair of parallel beam projecting portions 11b. The base end portion of the oil damper 13 is attached to the provided bracket 24 through a vertical pin or the like so as to be horizontally rotatable, and the tip end portion of the oil damper 13 is attached to the bracket 25 provided at the base end portion of the beam member protruding portion 11b of the beam member 20. Are attached so as to be horizontally rotatable via a vertical pin or the like, and the oil damper 13 is horizontally disposed at an angle of about 45 degrees with respect to the beam member 20. If a spherical bearing is used in place of the vertical pin, it is possible to follow displacement in any direction including up and down.

また、この斜め配置のオイルダンパ13はマスト2の片側で一つの駒材23に対して2個取り付け、水平面内の直交2方向(ほぼ直角でもよい)に配置し、さらに左右両側で合計4個配置することで、確実かつ十分な減衰が行われるようにしている。なお、オイルダンパ13の配置は、図示例に限らず、例えば桁材四角枠部分11aの各角部と各柱31とを連結するように配置してもよい。   In addition, two oil dampers 13 arranged obliquely are attached to one piece 23 on one side of the mast 2 and arranged in two orthogonal directions (may be substantially right angles) in a horizontal plane, and a total of four on both the left and right sides. The arrangement ensures reliable and sufficient attenuation. In addition, arrangement | positioning of the oil damper 13 is not restricted to the example of illustration, For example, you may arrange | position so that each corner | angular part of the beam material square frame part 11a and each pillar 31 may be connected.

以上のような構成の耐震機構付きのマスト水平支持装置10で支持されたタワークレーン1Aは、大地震により揺れると、オイルダンパ13で揺れを吸収し、積層ゴム12の復元力でマスト2を元の位置に戻すことができ、タワークレーンの倒壊を防止することができる。また、強風時の揺れや、通常の作業で生じる揺れも、オイルダンパ13が吸収し、積層ゴム12によりマスト2を元の位置に速やかに戻すことができ、タワークレーンの作業性を向上させることができる。   When the tower crane 1A supported by the mast horizontal support device 10 with the earthquake-resistant mechanism having the above-described configuration is shaken by a large earthquake, the oil damper 13 absorbs the shake, and the mast 2 is restored by the restoring force of the laminated rubber 12. The tower crane can be prevented from collapsing. In addition, the oil damper 13 absorbs shaking caused by strong winds and normal work, and the mast 2 can be quickly returned to the original position by the laminated rubber 12, thereby improving the workability of the tower crane. Can do.

ばね要素として積層ゴムを用いる代わりに、コイルばねを水平面内の直交2方向に配置して用いることもできる(図示省略)。この場合、例えば、オイルダンパ13と同様に支持桁11と梁30とを連結するように配置され、あるいは桁材四角枠部分11aの角部と柱31とを連結するように配置される。また、この他、板ばね、皿ばね等を用いることもできる。   Instead of using laminated rubber as a spring element, coil springs can be arranged and used in two orthogonal directions in a horizontal plane (not shown). In this case, for example, like the oil damper 13, the support beam 11 and the beam 30 are arranged so as to be connected, or the corner of the beam material rectangular frame portion 11 a and the column 31 are connected. In addition, a leaf spring, a disc spring, or the like can be used.

減衰要素としてオイルダンパを用いる代わりに、制震構造ビルで使用されている周知の流体系ダンパ(粘性ダンパ、磁気流体ダンパ等)、粘弾性ダンパ、摩擦ダンパ、弾塑性ダンパ(鋼製、鉛、アルミ、アルミ合金など)、その他のダンパを用いることもできる(図示省略)。   Instead of using oil dampers as damping elements, well-known fluid dampers (viscous dampers, magnetic fluid dampers, etc.), viscoelastic dampers, friction dampers, elastic-plastic dampers (steel, lead, Aluminum, aluminum alloy, etc.) and other dampers can also be used (not shown).

さらに、ばね要素と減衰要素の両方の性質を持つ、免震構造ビルで使用されている周知の鉛プラグ入り積層ゴムまたは高減衰積層ゴムを用いることもできる。この場合の設置例を図5に示す。図2の積層ゴム12に代えて鉛プラグ入りまたは高減衰の積層ゴム14を設置することにより、図2のオイルダンパ13等の減衰要素を省略することができる。   Further, a well-known lead plug-containing laminated rubber or high-damped laminated rubber used in a base-isolated structure building having both properties of a spring element and a damping element can also be used. An installation example in this case is shown in FIG. By replacing the laminated rubber 12 in FIG. 2 with a laminated rubber 14 with a lead plug or high damping, the damping element such as the oil damper 13 in FIG. 2 can be omitted.

以上は内部設置型のタワークレーン1Aに設置されるマスト水平支持装置について説明したが、外部設置型のタワークレーン1Bのマスト水平支持装置についても、ばね要素と減衰要素の両方を有するマスト水平支持装置を組み込むことにより、同様の効果を得ることができる。   Although the mast horizontal support device installed in the internally installed tower crane 1A has been described above, the mast horizontal support device of the externally installed tower crane 1B also has both a spring element and a damping element. The same effect can be obtained by incorporating.

図6は、外部設置型のタワークレーン1Bに設置されるマスト水平支持装置10の一例であり、この場合も、内部設置型と同様に、マスト水平支持装置10は、主に、マスト2を上下移動可能に支持し構造物に固定するための支持桁11と、ばね要素としての積層ゴム12と、減衰要素としてのオイルダンパ13から構成されている。   FIG. 6 shows an example of the mast horizontal support device 10 installed in the externally installed tower crane 1B. In this case as well, as in the internal installation type, the mast horizontal support device 10 mainly moves the mast 2 up and down. It comprises a support girder 11 that is movably supported and fixed to the structure, a laminated rubber 12 as a spring element, and an oil damper 13 as a damping element.

この場合、タワーンクレーンが構造物の外部に設置されるため、支持桁11の一対の桁材20は片側のみを構造物に向って一体的に突出させ、端部を1本の梁30の上に延在させればよい。従って、支持桁11は、平面視でマスト2の四周を取り囲む桁材四角枠部分11aと、この四角枠部分11aから梁30に向って一体的に突出する2本の桁材突出部分11bから構成される。   In this case, since the tower crane is installed outside the structure, the pair of girders 20 of the support beam 11 is integrally protruded toward the structure only on one side, and the end of one beam 30 is formed. It only has to be extended upward. Accordingly, the support girder 11 includes a girder square frame portion 11a that surrounds the four circumferences of the mast 2 in plan view, and two girder projecting portions 11b that project integrally from the square frame portion 11a toward the beam 30. Is done.

積層ゴム12は、内部設置型と同様に、桁材20の桁材突出部分11bの先端部と梁30との間に配置され、上下の取付板がそれぞれ桁材突出部分11bの下面と梁30の上面に固定される。   The laminated rubber 12 is disposed between the distal end portion of the beam member protruding portion 11b of the beam member 20 and the beam 30 in the same manner as the internally installed type, and the upper and lower mounting plates are respectively connected to the lower surface of the beam member protruding portion 11b and the beam 30. It is fixed to the top surface.

オイルダンパ13は、内部設置型と同様に、桁材突出部分11bと梁30を連結するように斜めに水平配置することもできるが、四角枠部分11aと柱31を連結するように斜めに水平配置するのが好ましい。この場合、四角枠部分11aの四つの角部にブラケット24を設け、ブラケット24にブレース26の基端部を垂直ピンや球面軸受け等を介して取付け、このブレース26に接続したオイルダンパ13の先端部を垂直ピンや球面軸受け等を介して柱31に設けたブラケット25に取付ける。   The oil damper 13 can be horizontally disposed obliquely so as to connect the beam projecting portion 11b and the beam 30 as in the case of the internal installation type, but is obliquely horizontally disposed so as to connect the square frame portion 11a and the column 31. It is preferable to arrange. In this case, brackets 24 are provided at the four corners of the square frame portion 11a, and the base end of the brace 26 is attached to the bracket 24 via a vertical pin, a spherical bearing or the like, and the tip of the oil damper 13 connected to the brace 26 is provided. The part is attached to the bracket 25 provided on the column 31 via a vertical pin, a spherical bearing or the like.

また、この外部設置型のタワークレーン1Bの場合も、積層ゴム12に代えて鉛プラグ入りまたは高減衰の積層ゴム14を用いることができ(図示省略)、オイルダンパ13等の減衰要素を省略することができる。   Also in the case of this externally installed tower crane 1B, a laminated rubber 14 with a lead plug or high damping can be used in place of the laminated rubber 12 (not shown), and damping elements such as the oil damper 13 are omitted. be able to.

構造物が立ち上がっていくにつれてタワークレーン自身も上部へ移動する型の構造物建設用のタワークレーン1C(フロアクライミング型)の場合も、マストの上部または中間部に本発明の耐震機構付きのマスト水平支持装置を組み込むことにより(図示省略)、同様の効果を得ることができる。この場合、内部設置型のタワークレーン1A(マストクライミング型)の図2〜図4、または図5の耐震機構付きのマスト水平支持装置と同様の構成とすることができる。   In the case of a tower crane 1C (floor climbing type) for construction of a structure in which the tower crane itself moves upward as the structure stands up, the mast level with the earthquake-resistant mechanism of the present invention is provided at the upper or middle part of the mast. A similar effect can be obtained by incorporating a support device (not shown). In this case, it can be set as the structure similar to the mast horizontal support apparatus with an earthquake-resistant mechanism of FIG. 2-4 of FIG. 2-FIG. 4, or FIG. 5 of the tower crane 1A (mast climbing type) of an internal installation type.

なお、本発明は以上のような図示例に限定されないことは言うまでもない。   Needless to say, the present invention is not limited to the illustrated examples.

本発明のマスト水平支持装置が適用されるタワークレーンの例を示す構造物の正面図であり、(a)は内部設置型の場合、(b)は外部設置型とフロア内部設置型の場合である。It is a front view of the structure which shows the example of the tower crane to which the mast horizontal support apparatus of this invention is applied, (a) is an internal installation type, (b) is an external installation type and a floor internal installation type. is there. 本発明の内部設置型のタワークレーンのマスト水平支持装置の一例を示す平面図である。It is a top view which shows an example of the mast horizontal support apparatus of the internally installed tower crane of this invention. 図2のマスト水平支持装置のマスト外部位置における鉛直断面図である。FIG. 3 is a vertical cross-sectional view of the mast horizontal support device of FIG. 2 at a position outside the mast. 図2のマスト水平支持装置のマスト内部位置における鉛直断面図である。FIG. 3 is a vertical cross-sectional view of the mast horizontal support device of FIG. 2 at a mast internal position. 本発明の内部設置型のタワークレーンのマスト水平支持装置の他の例を示す平面図である。It is a top view which shows the other example of the mast horizontal support apparatus of the internally installed tower crane of this invention. 本発明の外部設置型のタワークレーンのマスト水平支持装置の一例を示す平面図である。It is a top view which shows an example of the mast horizontal support apparatus of the external installation type tower crane of this invention.

符号の説明Explanation of symbols

1……タワークレーン
1A…内部設置型タワークレーン(マストクライミング型)
1B…外部設置型タワークレーン(マストクライミング型)
1C…内部設置型タワークレーン(フロアクライミング型)
2……マスト
3……クレーン装置
4……マスト補強材
10……耐震機構付きのマスト水平支持装置
11……支持桁
11a…桁材四角枠部分
11b…桁材突出部分
12……積層ゴム
13……オイルダンパ
14……鉛プラグ入り積層ゴムまたは高減衰積層ゴム
20……桁材
21……桁つなぎ材
22……連結部材
23……駒材
24……ブラケット
25……ブラケット
26……ブレース
30……梁
31……柱
1 ... Tower crane 1A ... Internally installed tower crane (mast climbing type)
1B ... Externally installed tower crane (mast climbing type)
1C ... Internally installed tower crane (floor climbing type)
2 ... Mast 3 ... Crane device 4 ... Mast reinforcement 10 ... Mast horizontal support device 11 with earthquake-resistant mechanism ... Support girder 11a ... Girder square frame portion 11b ... Girder protruding portion 12 ... Laminated rubber 13 ... Oil damper 14 ... Laminated rubber with lead plug or high damping laminated rubber 20 ... Girder 21 ... Girder connecting material 22 ... Connecting member 23 ... Frame material 24 ... Bracket 25 ... Bracket 26 ... Brace 30 …… Beam 31 …… Column

Claims (4)

タワークレーンのマストと構造物とを連結するマスト水平支持装置であり、マストの支持部材と構造物側の部材とが、ばね要素と減衰要素とを介して、または、ばね要素と減衰要素の両方の性質を有するばね減衰要素を介して、連結されていることを特徴とするタワークレーンのマスト水平支持装置。   A mast horizontal support device that connects a mast of a tower crane and a structure. The support member of the mast and a member on the structure side are connected via a spring element and a damping element, or both a spring element and a damping element. A mast horizontal support device for a tower crane, which is connected through a spring damping element having the following characteristics. 請求項1に記載のマスト水平支持装置において、マストの支持部材は、マストを取り囲む桁材枠部分と、この桁材枠部分から構造物側の部材に向って一体的に突出する桁材突出部分とからなる支持桁から構成されていることを特徴とするタワークレーンのマスト水平支持装置。   2. The mast horizontal support device according to claim 1, wherein the support member of the mast includes a girder frame portion surrounding the mast, and a girder protruding portion that integrally projects from the girder frame portion toward a member on the structure side. A tower crane mast horizontal support device characterized by comprising a support girder consisting of 請求項1または請求項2に記載のマスト水平支持装置において、ばね要素は、マストの支持部材と構造物側の部材との間に配置される積層ゴム、コイルばね、または板ばねであり、減衰要素は、マストの支持部材と構造物側の部材とを連結する流体系ダンパ、粘弾性ダンパ、摩擦ダンパ、または弾塑性ダンパであることを特徴とするタワークレーンのマスト水平支持装置。   The mast horizontal support device according to claim 1 or 2, wherein the spring element is a laminated rubber, a coil spring, or a leaf spring disposed between the support member of the mast and a member on the structure side, and is damped. The tower crane mast horizontal support device, wherein the element is a fluid damper, a viscoelastic damper, a friction damper, or an elasto-plastic damper that connects the support member of the mast and a member on the structure side. 請求項1または請求項2に記載のマスト水平支持装置において、ばね減衰要素は、マストの支持部材と構造物側の部材との間に配置される鉛プラグ入り積層ゴムまたは高減衰積層ゴムであることを特徴とするタワークレーンのマスト水平支持装置。   3. The mast horizontal support device according to claim 1, wherein the spring damping element is a lead plug-containing laminated rubber or a high-attenuating laminated rubber disposed between the mast support member and the structure-side member. A mast horizontal support device for a tower crane.
JP2003433046A 2003-12-26 2003-12-26 Tower crane mast horizontal support device Active JP4522091B2 (en)

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JP2007050967A (en) * 2005-08-18 2007-03-01 Kajima Corp Crane base isolation supporting beam structure
JP2007050968A (en) * 2005-08-18 2007-03-01 Kajima Corp Earthquake resisting structure for crane base using sliding member
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JP2007186307A (en) * 2006-01-13 2007-07-26 Kajima Corp Mast holding device for tower crane
JP2007320724A (en) * 2006-06-01 2007-12-13 Kajima Corp Support mechanism for tower crane base
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JP2009249153A (en) * 2008-04-10 2009-10-29 Ishikawajima Transport Machinery Co Ltd Base isolation support device of crane
CN105220931A (en) * 2015-10-21 2016-01-06 常熟风范电力设备股份有限公司 High-strength tight type double back exchanges with tower four times steel tube towers

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007050967A (en) * 2005-08-18 2007-03-01 Kajima Corp Crane base isolation supporting beam structure
JP2007050968A (en) * 2005-08-18 2007-03-01 Kajima Corp Earthquake resisting structure for crane base using sliding member
JP2007169040A (en) * 2005-12-26 2007-07-05 Ishikawajima Transport Machinery Co Ltd Base isolation support device of crane
JP2007186307A (en) * 2006-01-13 2007-07-26 Kajima Corp Mast holding device for tower crane
JP2007320724A (en) * 2006-06-01 2007-12-13 Kajima Corp Support mechanism for tower crane base
JP2008002658A (en) * 2006-06-26 2008-01-10 Kajima Corp Member holding device and member holding method
JP2008184254A (en) * 2007-01-29 2008-08-14 Ishikawajima Transport Machinery Co Ltd Base isolation support device for crane
JP2009249153A (en) * 2008-04-10 2009-10-29 Ishikawajima Transport Machinery Co Ltd Base isolation support device of crane
CN105220931A (en) * 2015-10-21 2016-01-06 常熟风范电力设备股份有限公司 High-strength tight type double back exchanges with tower four times steel tube towers

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