JP3239393U - connection device - Google Patents

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JP3239393U
JP3239393U JP2022002656U JP2022002656U JP3239393U JP 3239393 U JP3239393 U JP 3239393U JP 2022002656 U JP2022002656 U JP 2022002656U JP 2022002656 U JP2022002656 U JP 2022002656U JP 3239393 U JP3239393 U JP 3239393U
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connection
mounting plate
support base
upper support
steel column
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何金金
康寧
楊隆慶
樊▲コン▼
王理
成益坤
▲ケイ▼剛
劉錦礼
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China Construction Science and Industry Corp Ltd
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92—Protection against other undesired influences or dangers
    • E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids

Abstract

【課題】制振支持台と鋼柱の接続精度を向上し施工時間を減少する接続装置を提供する。【解決手段】制振支持台１００は、上支持台１１０と、下支持台１３０と、上支持台と下支持台との間に位置する制振パット１２０とを含む。鋼柱２００は、支持柱及び支持柱に接続される取り付け板２１０を含み、取り付け板に第１接続孔が設けられる。接続手段３００は、上支持台に接続されかつ第１接続孔に穿設される接続部材３１０と、接続部材に嵌設される調整部材３２０とを含み、接続部材の直径は第１接続孔の直径よりも小さく、調整部材は取り付け板を支持し、かつ調整部材は、上下に移動可能であり、それにより鋼柱の高さ及び／又は角度を調整する。調整部材によって鋼柱の取り付け姿勢を調整して、取り付け精度を向上させ、それを制振支持台における制振パットに垂直にし、制振パットが受ける曲げモーメントを受けることを防止する。【選択図】図３A connection device is provided that improves connection accuracy between a vibration damping support base and a steel column and reduces construction time. A vibration damping support (100) includes an upper support (110), a lower support (130), and a vibration damping pad (120) positioned between the upper support and the lower support. The steel column 200 includes a support column and a mounting plate 210 connected to the support column, and the mounting plate is provided with a first connection hole. The connection means 300 includes a connection member 310 connected to the upper support and drilled through the first connection hole, and an adjustment member 320 fitted in the connection member, the diameter of the connection member being the same as that of the first connection hole. The adjusting member is smaller than the diameter, supports the mounting plate, and is movable up and down to adjust the height and/or angle of the steel column. The mounting posture of the steel column is adjusted by the adjustment member to improve the mounting accuracy, and to make it perpendicular to the vibration damping pad on the vibration damping support base to prevent the vibration damping pad from receiving the bending moment. [Selection drawing] Fig. 3

Description

本願は、鋼構造の取り付けの分野に関し、特に、接続装置に関する。 The present application relates to the field of mounting steel structures, and in particular to connecting devices.

鋼構造は、主要な建築構造のタイプの１つである。構造建築物が地震で本来の機能を発揮することを確保し、地震などの災害を減少するために、支持鋼柱は制振支持台と接続し、制振支持台内の制振パッドによって振動を緩衝する必要がある。しかし、現在、鋼柱と制振支持台との取り付け精度は制振支持台の取り付け精度に依存する。制振支持台の上支持台が水平面においていないと、鋼柱がずらして取り付けられ、制振パッドに曲げモーメントを受けさせる。フレーム柱が引き続き上方へ取り付けられるにつれて、制振パッドが受ける曲げモーメントがますます大きくなり、制振支持台の耐用年数などに悪影響を及ぼす。 Steel construction is one of the major building construction types. In order to ensure that the structural building exhibits its original function in an earthquake and to reduce disasters such as earthquakes, the supporting steel columns are connected to the vibration control support base, and the vibration is controlled by the vibration control pad inside the vibration control support base. must be buffered. However, at present, the mounting accuracy between the steel column and the damping support depends on the mounting accuracy of the damping support. If the upper support of the vibration damping support is not in the horizontal plane, the steel column will be offset and the vibration damping pad will receive a bending moment. As the frame pillars continue to be mounted upward, the damping pads are subjected to increasing bending moments, adversely affecting the service life and the like of the damping support.

本願は、従来技術に存在する技術的課題の少なくとも１つを解決することを目的とする。そこで、本考案は、制振支持台と鋼柱との接続精度を向上させかつ施工時間を減少させることができる接続装置を提供する。 The present application aims to solve at least one of the technical problems existing in the prior art. Therefore, the present invention provides a connection device that can improve the connection accuracy between the damping support and the steel column and reduce the construction time.

第１態様の実施方式に係る接続装置は、
上支持台と、下支持台と、前記上支持台と前記下支持台との間に位置する制振パッドとを有する制振支持台と、
支持柱と、前記支持柱に接続され、第１接続孔が設けられる取り付け板とを有する鋼柱と、
複数の接続手段であって、前記接続手段は、上支持台に接続されかつ前記第１接続孔に穿設される接続部材と、前記接続部材に嵌設される調整部材とを含み、前記接続部材の直径は前記第１接続孔の直径よりも小さく、前記調整部材は、前記取り付け板を支持し、かつ、前記調整部材は、前記鋼柱の高さ及び／又は角度を調整するように上下に移動可能である、複数の接続手段と、を含む。 The connection device according to the implementation method of the first aspect includes:
a vibration damping support base having an upper support base, a lower support base, and a vibration damping pad positioned between the upper support base and the lower support base;
a steel column having a support column and a mounting plate connected to the support column and provided with a first connection hole;
a plurality of connection means, wherein the connection means includes a connection member connected to the upper support base and bored in the first connection hole; and an adjustment member fitted in the connection member. The diameter of the member is smaller than the diameter of the first connection hole, the adjustment member supports the mounting plate, and the adjustment member moves up and down to adjust the height and/or angle of the steel column. and a plurality of connecting means movable to.

本考案のいくつかの実施方式に係る接続装置によれば、前記上支持台の上面には、少なくとも３つの前記接続手段が接続される。 According to the connection device according to some embodiments of the present invention, at least three of the connection means are connected to the upper surface of the upper support.

本考案のいくつかの実施方式に係る接続装置によれば、前記接続手段は、前記接続部材に嵌設され、かつ前記取り付け板の上面に当接するロック部材をさらに含む。 According to the connecting device according to some embodiments of the present invention, the connecting means further includes a locking member fitted on the connecting member and abutting on the upper surface of the mounting plate.

本考案のいくつかの実施方式に係る接続装置によれば、前記接続手段は、前記接続部材の側面に接続され、かつ前記上支持台と前記取り付け板との間に位置するアンカーをさらに含む。 According to the connecting device according to some embodiments of the present invention, the connecting means further includes an anchor connected to the side surface of the connecting member and positioned between the upper support base and the mounting plate.

本考案のいくつかの実施方式に係る接続装置によれば、前記接続部材は、第１接続部材と、第２接続部材と、コネクタとを含み、前記上支持台に第２接続孔がさらに設けられ、前記第１接続部材はストッパー部と接続部とを含み、前記接続部は前記第２接続孔に穿設され、かつ前記コネクタの一端に螺接され、前記ストッパー部は前記上支持台の下面に当接し、前記コネクタは前記上支持台の上面に当接し、これにより、前記第１接続部材は前記上支持台に固定され、前記第２接続部材は前記コネクタの他端に螺接される。 According to the connection device according to some embodiments of the present invention, the connection member includes a first connection member, a second connection member and a connector, and the upper support base is further provided with a second connection hole. The first connection member includes a stopper portion and a connection portion, the connection portion being bored in the second connection hole and screwed to one end of the connector, and the stopper portion being attached to the upper support base. The connector contacts the upper surface of the upper support, thereby fixing the first connection member to the upper support, and the second connection member is screwed to the other end of the connector. be.

第２態様の実施方式に係る、前記接続装置に基づく接続方法は、
複数の前記接続手段を前記上支持台に接続するステップと、
前記第１接続孔によって前記取り付け板を前記接続部材に接続し、かつ前記取り付け板を前記調整部材に当接させて、前記調整部材に前記取り付け板を支持させるステップと、
前記調整部材の高さを調整して、前記鋼柱を所定姿勢にするステップと、
前記取り付け板を前記接続手段に固定するステップとを含む。 A connection method based on the connection device according to the implementation method of the second aspect includes:
connecting a plurality of said connection means to said upper support base;
connecting the mounting plate to the connecting member through the first connection hole and bringing the mounting plate into contact with the adjusting member to support the mounting plate on the adjusting member;
adjusting the height of the adjusting member to bring the steel column into a predetermined posture;
and securing said mounting plate to said connecting means.

第２態様の実施方式の接続方法によって、制振支持台と鋼柱の接続精度を向上させて、制振支持台の耐用年数を延ばすという有益な効果を少なくとも有する。 The connection method of the implementation mode of the second aspect has at least the beneficial effect of improving the connection accuracy between the vibration damping support and the steel column, thereby extending the service life of the vibration damping support.

第２態様のいくつかの実施方式の接続方法によれば、上支持台に少なくとも３つの前記接続手段が設置され、
鋼柱を前記所定姿勢に調整するステップは、
全ての前記調整部材に対して同じ高さ調整を行って、前記取り付け板の高さを調整するステップと、及び／又は、
一部の前記調整部材に対して高さ調整を行って、前記取り付け板の角度を調整することにより、前記鋼柱の角度を調整するステップとを含む。 According to the connection method of some implementations of the second aspect, at least three of the connection means are installed on the upper support,
The step of adjusting the steel column to the predetermined posture includes:
adjusting the height of the mounting plate by performing the same height adjustment on all of the adjustment members; and/or
and adjusting the angle of the steel column by adjusting the angle of the mounting plate by adjusting the height of some of the adjustment members.

第２態様のいくつかの実施方式の接続方法によれば、前記鋼柱が前記所定姿勢に位置した後に、
ロック部材を設置し、前記ロック部材を前記接続部材に嵌設し、前記接続部材を前記取り付け板の上面に当接して、前記取り付け板を前記接続手段に固定することにより、前記鋼柱を固定するステップをさらに含む。 According to the connection method of several implementation systems of the second aspect, after the steel column is positioned in the predetermined posture,
The steel column is fixed by installing a lock member, fitting the lock member to the connection member, bringing the connection member into contact with the upper surface of the mounting plate, and fixing the mounting plate to the connection means. further comprising the step of:

第２態様のいくつかの実施方式の接続方法によれば、前記ロック部材を前記接続部材に嵌設する前に、
前記調整部材を前記接続部材に固定して、前記調整部材をロックするステップをさらに含む。 According to the connection method of some implementation systems of the second aspect, before fitting the lock member to the connection member,
Further comprising securing the adjustment member to the connecting member to lock the adjustment member.

第３態様の実施方式に係る、前記接続装置に基づく接続方法は、
前記接続部を前記第２接続孔に穿設し、前記ストッパー部が前記上支持台の下面に当接し、かつ前記接続部に前記コネクタを螺接し、かつ、前記コネクタの一端を前記上支持台の上面に当接させて、前記第１接続部材を前記上支持台に固定し、前記コネクタの他端に前記第２接続部材を螺接し、かつ前記調整部材を第２接続部材に嵌設して、前記接続手段の取り付けを完了するステップと、
前記第２接続部材の他端を前記取り付け板の前記第１接続孔内に挿着し、かつ前記調整部材に前記取り付け板の下面を支持させるステップと、
前記調整部材の高さを調整して、前記鋼柱を所定姿勢にするステップと、
前記取り付け板を前記接続手段に固定するステップとを含む。 A connection method based on the connection device according to the implementation method of the third aspect includes:
The connection portion is formed in the second connection hole, the stopper portion abuts on the lower surface of the upper support base, the connector is screwed to the connection portion, and one end of the connector is connected to the upper support base. The first connection member is fixed to the upper support base by contacting the upper surface of the connector, the second connection member is screwed to the other end of the connector, and the adjustment member is fitted to the second connection member. to complete the attachment of said connecting means;
a step of inserting the other end of the second connection member into the first connection hole of the mounting plate and causing the adjustment member to support the lower surface of the mounting plate;
adjusting the height of the adjusting member to bring the steel column into a predetermined posture;
and securing the mounting plate to the connecting means.

第３態様の実施方式の接続方法によれば、施工速度を速め、施工時間を短縮するという有益な効果を少なくとも有する。 According to the connection method of the implementation mode of the third aspect, it has at least the beneficial effects of increasing the construction speed and shortening the construction time.

実施方式に係る接続装置によれば、鋼柱と制振支持台との間に位置する接続手段が調整機能を有するという有益な効果を少なくとも有する。複数の調整部材の併用によって、調整部材に当接する取り付け板の高さ及び／又は角度を調整することができ、鋼柱の取り付け姿勢を調整して、それを制振支持台における制振パットに垂直にして、制振パットが曲げモーメントを受けることを防止し、これにより、取り付け精度を向上させて、制振支持台の耐用年数を延ばす。 According to the connecting device according to the mode of implementation, at least the beneficial effect is that the connecting means located between the steel column and the damping support has an adjusting function. By using a plurality of adjustment members together, the height and/or angle of the mounting plate that abuts on the adjustment members can be adjusted, the mounting attitude of the steel column can be adjusted, and it can be applied to the vibration damping pad on the vibration damping support base. It is vertical to prevent the damping pad from receiving a bending moment, thereby improving the mounting accuracy and extending the service life of the damping support.

本考案の追加的態様及び利点は、以下の説明に部分的に記載され、以下の説明から部分的に明らかになるか、または本考案の実践によって理解されるであろう。
以下に、図面及び実施方式を参照して本考案をさらに説明する。 Additional aspects and advantages of the invention will be set forth in part in, and in part will be apparent from, the following description, or may be learned by practice of the invention.
The present invention is further described below with reference to the drawings and implementation schemes.

本考案の実施方式に係る接続装置の概略図である。1 is a schematic diagram of a connection device according to an embodiment of the present invention; FIG. 本考案の別の実施方式に係る接続装置の概略図である。FIG. 4 is a schematic diagram of a connecting device according to another embodiment of the present invention; 本考案の別の実施方式に係る接続装置の概略図である。FIG. 4 is a schematic diagram of a connecting device according to another embodiment of the present invention;

以下、本考案の実施方式を詳細に説明し、前記実施方式の例は図面に示されるが、同一又は類似する符号は、常に、同一又は類似の部品、あるいは、同一又は類似の機能を有する部品を表す。以下、図面を参照しながら説明する実施方式は例示的なものであり、本考案を説明することを目的とし、本考案を制限するものとして理解すべきではない。 The embodiments of the present invention will now be described in detail, examples of which are shown in the drawings. represents The embodiments described below with reference to the drawings are exemplary and are intended to illustrate the invention and should not be understood as limiting the invention.

本願の説明では、「上」、「下」、「前」、「後」、「左」、「右」などで示される方位または位置関係は、図面に基づく方位または位置関係であり、単に本考案の記載のためのもの及び記載を容易にするためのものに過ぎず、記載される装置又は素子が特定の方位を有したり、特定の方位で構成され、操作されなければならないと示しまたは暗示したりするものではないため、本考案への制限として理解すべきではない。 In the description of the present application, orientations or positional relationships indicated by "upper", "lower", "front", "back", "left", "right", etc. are orientations or positional relationships based on the drawings and are merely It is for the purpose of describing the invention and for the ease of description only, and does not indicate or imply that the described device or elements must have a particular orientation or be configured and operated in a particular orientation. It is not meant to be implied and should not be understood as a limitation to the invention.

本考案の説明において、「いくつか」の意味は１つ以上であり、「複数」の意味は２つ以上であり、「より大きい」、「より小さい」、「超える」などの用語は、この数を含まないと理解され、「以上」、「以下」、「以内」などの用語は、この数を含むと理解される。「第１」、「第２」と言及すると、技術的特徴を区別するためのものに過ぎず、相対的重要性を提示するか暗示する、又は示される技術特徴の数量または示される技術的特徴の前後関係を暗示的に示すと理解すべきではない。 In the description of the present invention, "some" means one or more, "plurality" means two or more, and terms such as "greater", "less than", "greater than" refer to this term. It will be understood to be inclusive of numbers, and terms such as "greater than", "less than", "within" and the like will be understood to include this number. References to "first" and "second" are only for distinguishing technical features and indicate or imply their relative importance, or the quantity of technical features indicated or technical features indicated should not be understood to imply the context of

本考案の説明において、特に断りのない限り、「設置」、「取り付け」、「接続」などの用語は、広く理解されるべきであり、本考案における上記の用語の具体的な意味は、当業者が技術的解決手段の具体的な内容に関連して合理的に決定することができる。 In the description of the present invention, unless otherwise specified, terms such as "installation", "attachment", and "connection" should be broadly understood, and the specific meanings of the above terms in the present invention are The trader can reasonably decide in relation to the specific content of the technical solution.

本考案の説明において、「１つの実施方式」、「いくつかの実施方式」、「例示的な実施方式」、「例」、「具体的な例」、または「いくつかの例」などの用語の説明は、その実施方式または例に関連して説明される具体的な特徴、構造、材料、または特徴が、本考案の少なくとも１つの実施方式または例に含まれることを意味する。本明細書において、上記の用語の例示的な表現は、必ずしも同じ実施方式または例を指すものではない。さらに、記載される具体的な特徴、構造、材料または特徴は、任意の１つまたは複数の実施方式または例において適切な方法で組み合わせることができる。 Terms such as "one implementation", "some implementations", "exemplary implementations", "example", "specific example", or "some examples" are used in the description of the present invention. is meant to include in at least one implementation or example of the invention a specific feature, structure, material, or feature described in connection with that implementation or example. In this specification, exemplary expressions of the terms above do not necessarily refer to the same implementation or example. Moreover, the specific features, structures, materials or features described may be combined in any suitable manner in any one or more implementations or examples.

図１は本考案の実施方式の接続装置の概略図であり、図１に示すように、本考案の第１態様にかかる実施方式の接続装置は、制振支持台１００、鋼柱２００及び複数の接続手段３００を備える。制振支持台１００は上支持台１１０、制振パット１２０及び下支持台１３０を備える。制振パット１２０は、支持台１１０に取り付けられる鋼構造を保護するように、上支持台１１０と下支持台１３０との間に位置し、下支持台１３０が受ける振動を緩衝するために用いられ、上支持台１１０が同じ振動を受けることを防止する。 FIG. 1 is a schematic diagram of a connection device according to the embodiment of the present invention. As shown in FIG. connection means 300 of . The damping support 100 includes an upper support 110 , a damping pad 120 and a lower support 130 . The vibration damping pad 120 is positioned between the upper support 110 and the lower support 130 so as to protect the steel structure attached to the support 110, and is used to absorb vibrations received by the lower support 130. , to prevent the upper support 110 from receiving the same vibration.

鋼柱２００は取り付け板２１０と支持柱２２０とを備え、支持柱２２０はＨ型鋼、鋼棒及び角管等の構造であってもよい。取り付け板２１０は支持柱２２０の下端に取り付けられ、取り付け板２１０の横断面は支持柱２２０の横断面より大きく、これにより、取り付け板２１０に貫通する第１接続孔（図示せず）を容易に設置する。取り付け板２１０の形状は円形、三角形、方形等の任意の形状であってもよい。接続手段３００は接続部材３１０と調整部材３２０を含み、調整部材３２０が接続部材３１０に嵌設され、調整部材３２０は接続部材３１０の軸線方向に沿って移動可能である。かつ、本実施方式の接続装置は複数の接続手段３００を有する。接続部材３１０は、上支持台１１０の上面に接続され、接続部材３１０は取り付け板２１０における第１接続孔内に穿設され、取り付け板２１０は接続部材３１０に嵌設される調整部材３２０に当接して、調整部材３２０によって支持される。これにより、制振支持台１００と鋼柱２００が接続手段３００によって接続される。取り付け板２１０を調整するための一定の調整範囲を確保するために、第１接続孔の直径は接続部材３１０の直径より大きい。 The steel column 200 comprises a mounting plate 210 and a support column 220, and the support column 220 can be H-shaped steel, steel bar, square tube and other structures. The mounting plate 210 is attached to the lower end of the support column 220, and the cross section of the mounting plate 210 is larger than the cross section of the support column 220, thereby facilitating a first connection hole (not shown) passing through the mounting plate 210. Install. The shape of the mounting plate 210 may be circular, triangular, square, or any other shape. The connecting means 300 includes a connecting member 310 and an adjusting member 320 , the adjusting member 320 is fitted in the connecting member 310 and the adjusting member 320 is movable along the axial direction of the connecting member 310 . Moreover, the connection device of this embodiment has a plurality of connection means 300 . The connection member 310 is connected to the upper surface of the upper support base 110 , the connection member 310 is drilled in the first connection hole in the mounting plate 210 , and the mounting plate 210 contacts the adjustment member 320 fitted in the connection member 310 . It is in contact with and supported by the adjustment member 320 . Thereby, the damping support base 100 and the steel column 200 are connected by the connecting means 300 . The diameter of the first connection hole is larger than the diameter of the connection member 310 to ensure a certain adjustment range for adjusting the mounting plate 210 .

なお、複数の調整部材３２０は取り付け板２１０を支持する。全ての調整部材３２０に対して同じ高さで調整を行うと、取り付け板２１０の高さを調整でき、一部の調整部材３２０に対して異なる高さで調整を行うと、取り付け板２１０の角度を調整でき、全ての調整部材３２０に対して異なる高さで調整を行うと、取り付け板２１０の高さと角度を同時に調整することができる。これにより、鋼柱２００を所定姿勢まで調整することができる。また、鋼柱２００の所定姿勢とは、制振パット１２０の耐用年数を延ばすように制振パット１２０に曲げモーメントを生成しない時の高さと角度位置である。 A plurality of adjustment members 320 support the mounting plate 210 . Adjusting all of the adjustment members 320 at the same height can adjust the height of the mounting plate 210 , and adjusting some of the adjustment members 320 at different heights can result in an angle of the mounting plate 210 . can be adjusted, and by making adjustments at different heights for all adjustment members 320, the height and angle of the mounting plate 210 can be adjusted simultaneously. Thereby, the steel column 200 can be adjusted to a predetermined posture. Further, the predetermined posture of the steel column 200 is the height and angular position when no bending moment is generated in the damping pad 120 so as to prolong the service life of the damping pad 120 .

なお、三点で空間中の任意の平面を確定できる。これに基づいて、上記実施方式の上で、本実施方式では、少なくとも３つの接続手段３００を有する。これにより、少なくとも３つの調整部材３２０によって鋼柱２００に対して空間角度を調整することができる。更に、少なくとも３つの調整部材３２０によって取り付け板２１０を支持することで、鋼柱２００をより安定にさせることができる。 Any plane in space can be defined by three points. Based on this, on the above implementation scheme, the present implementation scheme has at least three connection means 300 . Thereby, the spatial angle can be adjusted with respect to the steel column 200 by at least three adjustment members 320 . Furthermore, by supporting the mounting plate 210 with at least three adjustment members 320, the steel column 200 can be made more stable.

なお、鋼柱２００の高さ及び角度を所定値まで調整した後、鋼柱２００をより安定にするために、鋼柱２００を固定する必要がある。これに基づいて、上記実施方式の改善実施方式として、図２に示すように、接続手段３００はロック部材３３０をさらに含み、ロック部材３３０は接続部材３１０に嵌設され、取り付け板２１０の上面に当接する。これにより、鋼柱２００を接続部材３１０の一端にロックする。具体的に、ロック部材３３０は接続部材３１０の先端に嵌設され、鋼柱２００の取り付け板２１０に当接し、調整部材３２０とロック部材３３０は、取り付け板２１０を接続部材３１０に制限する。ロック部材３３０によって、鋼柱２００を接続部材３１０に迅速に固定することができ、溶接による固定は不要で、取り付け速度を速めることができる。 After adjusting the height and angle of the steel pillar 200 to predetermined values, the steel pillar 200 needs to be fixed in order to make the steel pillar 200 more stable. Based on this, as an improved implementation method of the above implementation method, as shown in FIG. abut. This locks the steel column 200 to one end of the connecting member 310 . Specifically, the locking member 330 is fitted to the tip of the connecting member 310 and contacts the mounting plate 210 of the steel column 200 , and the adjusting member 320 and the locking member 330 limit the mounting plate 210 to the connecting member 310 . The locking member 330 allows the steel column 200 to be fastened to the connecting member 310 without the need for welding fixation and speeding up the installation.

図３に示すように、いくつかの実施方式において、接続手段３００はアンカー３５０をさらに含み、アンカー３５０は接続部材３１０の側面に接続され、かつ上支持台１１０と取り付け板２１０との間に位置し、アンカー３５０は、溶接、螺接等の方式で接続部材３１０に固定される。使用の過程において、鋼柱２００が上支持台１１０に接続された後、鋼柱２００の安定性を高めるように、上支持台１１０と取り付け板２１０との間にコンクリートを充填して鋼柱２００を支持する必要がある。アンカー３５０はコンクリート構造を接続するために用いられ、アンカー３５０は鋼板、鋼棒などの構造であってもよい。また、アンカー３５０は複数の接続部材３１０を一体に接続することもできる。これにより、接続部材３１０の安定性を向上させることができる。 As shown in FIG. 3, in some implementations, the connecting means 300 further includes an anchor 350, which is connected to the side of the connecting member 310 and located between the upper support 110 and the mounting plate 210. The anchor 350 is fixed to the connection member 310 by welding, screwing, or the like. In the course of use, after the steel column 200 is connected to the upper support 110 , the space between the upper support 110 and the mounting plate 210 is filled with concrete to increase the stability of the steel column 200 . should be supported. Anchors 350 are used to connect concrete structures, and anchors 350 may be structures such as steel plates, steel bars, and the like. Also, the anchor 350 can connect a plurality of connecting members 310 together. Thereby, the stability of the connection member 310 can be improved.

図３に示すように、いくつかの実施方式において、接続部材３１０は第１接続部材３１１、第２接続部材３１２及びコネクタ３１３を含み、上支持台１１０は第２接続孔（図示せず）を有し、第２接続孔は上支持台１１０を貫通する。第１接続部材３１１はストッパー部３１１１及び接続部３１１２を含み、接続部３１１２は第２接続孔に穿設され、かつネジによってコネクタ３１３の一端に接続され、ストッパー部３１１１は制振支持台１００における上支持台１１０の下面に当接し、コネクタ３１３は上支持台１１０の上面に当接し、これにより、第１接続部材３１１は上支持台１１０に固定される。コネクタ３１３の他端はネジによって第２接続部材３１２に接続される。具体的には、コネクタ３１３の両端に内蔵ネジ孔があり、これに対応する第１接続部材３１１及び第２接続部材３１２の側面にネジがある。第１接続部材３１１、コネクタ３１３及び第２接続部材３１２は順に接続されて接続部材３１０が形成される。 As shown in FIG. 3, in some implementations, the connection member 310 includes a first connection member 311, a second connection member 312 and a connector 313, and the upper support 110 has a second connection hole (not shown). and the second connection hole penetrates the upper support 110 . The first connection member 311 includes a stopper portion 3111 and a connection portion 3112. The connection portion 3112 is bored in the second connection hole and connected to one end of the connector 313 by a screw. The connector 313 contacts the upper surface of the upper support 110 , thereby fixing the first connecting member 311 to the upper support 110 . The other end of the connector 313 is connected to the second connecting member 312 by screws. Specifically, there are built-in screw holes at both ends of the connector 313 , and corresponding screws are provided on the side surfaces of the first connection member 311 and the second connection member 312 . The first connecting member 311 , the connector 313 and the second connecting member 312 are connected in order to form the connecting member 310 .

また、いくつかの実施方式において、コネクタ３１３は、ナットで代替してもよく、接続部材３１０はスクリューであり、接続部材３１０はナットによって上支持台１１０にロックされる。 Also, in some implementations, the connector 313 may be replaced with a nut, the connecting member 310 is a screw, and the connecting member 310 is locked to the upper support 110 by the nut.

以下、上記接続装置に基づく接続方法を説明する。まず、複数の接続部材３１０を上支持台１１０に接続し、次に、取り付け板２１０が調整部材３２０に当接するまで複数の接続部材３１０を異なる第１接続孔内に挿着し、これにより、取り付け板２１０が調整部材３２０に支持される。そして、鋼柱２００を所定姿勢とするように、複数の調整部材３２０の高さを調整する。最後に、鋼柱２００を固定するように、取り付け板２１０を接続部材３１０に固定する。具体的に、まず、複数の接続部材３１０の一端を螺接、溶接等の接続方式で上支持台１１０の上面に接続する。次に、鋼柱２００の取り付け板２１０を第１接続孔を通じて接続部材３１０の他端に接続する。その後、複数の調整部材３２０の高さを調整することにより、取り付け板２１０の高さ及び／又は角度を調整して、鋼柱２００を所定姿勢まで調整して、これにより、制振パット１２０が表面に垂直な力を受け、即ち鋼柱２００は制振パットにおいて曲げモーメントを受けない。鋼柱２００の姿勢を所定位置に調整した後、鋼柱２００を溶接、螺接等の方式で接続部材３１０に固定する。上支持台１１０と取り付け板２１０との間にコンクリートを充填して鋼柱２００を支持し、これにより、鋼柱２００の安定性を向上させ、鋼柱２００と制振支持台１００との接続を完成する。本実施方式は、調整部材３２０によって鋼柱２００の取り付け位置を調整し、鋼柱２００と制振支持台１００の取り付け精度を向上させることができ、また、コンクリートは、一回の打設だけでよく、施工速度を速め、施工時間を短縮することができる。 A connection method based on the connection device will be described below. First, a plurality of connection members 310 are connected to the upper support base 110, and then a plurality of connection members 310 are inserted into different first connection holes until the mounting plate 210 abuts on the adjustment member 320, thereby Mounting plate 210 is supported by adjustment member 320 . Then, the heights of the plurality of adjusting members 320 are adjusted so that the steel column 200 assumes a predetermined posture. Finally, the mounting plate 210 is fixed to the connecting member 310 so as to fix the steel column 200 . Specifically, first, one ends of the plurality of connection members 310 are connected to the upper surface of the upper support 110 by a connection method such as screw connection or welding. Next, the mounting plate 210 of the steel column 200 is connected to the other end of the connecting member 310 through the first connecting hole. After that, by adjusting the height of the plurality of adjusting members 320, the height and/or angle of the mounting plate 210 is adjusted to adjust the steel column 200 to a predetermined posture, whereby the damping pad 120 is Forces normal to the surface are experienced, i.e. the steel column 200 is not subjected to bending moments at the damping pads. After adjusting the posture of the steel column 200 to a predetermined position, the steel column 200 is fixed to the connection member 310 by welding, screwing, or the like. The space between the upper support base 110 and the mounting plate 210 is filled with concrete to support the steel column 200, thereby improving the stability of the steel column 200 and ensuring the connection between the steel column 200 and the damping support base 100. Complete. In this implementation method, the mounting position of the steel column 200 can be adjusted by the adjusting member 320, and the mounting accuracy of the steel column 200 and the damping support base 100 can be improved. Often, the construction speed can be increased and the construction time can be shortened.

上記実施方式を基に、上支持台１１０に少なくとも３つの接続手段３００が接続され、全ての調整部材３２０の高さを同じ程度で調整を行い、理解できるように、調整部材３２０に当接する取り付け板２１０は調整部材３２０の高さの変化によって姿勢の変化が発生する。従って、全ての調整部材３２０を同じ高さで上昇させまたは下降させて、取り付け板２１０の高さを調整することができる。または、一部の調整部材３２０に対して高さ調整を行って、取り付け板２１０の角度を調整する。あるいは、全ての調整部材３２０に対して異なる程度の高さ調整を行い、取り付け板２１０の高さと角度両方を調整して、鋼柱２００を所定姿勢まで調整することができる。 Based on the above implementation method, at least three connecting means 300 are connected to the upper support 110 to adjust the height of all the adjusting members 320 to the same degree, and as can be understood, the mounting abutting on the adjusting members 320 The posture of the plate 210 changes as the height of the adjusting member 320 changes. Therefore, the height of mounting plate 210 can be adjusted by raising or lowering all adjustment members 320 at the same height. Alternatively, the height of some adjustment members 320 is adjusted to adjust the angle of the mounting plate 210 . Alternatively, different degrees of height adjustment may be made to all adjustment members 320 to adjust both the height and angle of the mounting plate 210 to adjust the steel column 200 to a desired orientation.

なお、鋼柱２００の姿勢を所定位置に調整した後に鋼柱２００を固定して、鋼柱２００の姿勢の変化が発生することを防止する必要があり、これに基づいて、上記実施方式の上で、鋼柱２００の姿勢を調整した後に、さらにロック部材３３０を設置する必要があり、ロック部材３３０を接続部材３１０に嵌設し、接続部材３１０を取り付け板２１０の上面に当接させる。これにより、取り付け板２１０を接続手段３００にロックして、鋼柱２００の位置を固定する。 In addition, it is necessary to fix the steel column 200 after adjusting the posture of the steel column 200 to a predetermined position to prevent the steel column 200 from changing its posture. After the posture of the steel column 200 is adjusted, the lock member 330 needs to be installed. Thereby, the mounting plate 210 is locked to the connection means 300 and the position of the steel column 200 is fixed.

上記実施方式の上で、ロック部材３３０が取り付け板２１０をロックする過程中、調整部材３２０の位置変化が発生して、さらに鋼柱２００の姿勢の変化が発生することを防止するために、ロック部材３３０が接続部材３１０に嵌設される前、まず調整部材３２０を接続部材３１０に固定して、調整部材３２０をロックする。これにより、調整部材３２０の位置の変化が発生しないことを確保する。 In the above implementation method, in order to prevent the position of the adjusting member 320 from changing and the posture of the steel column 200 to change during the process of locking the mounting plate 210 by the locking member 330, the lock Before the member 330 is fitted to the connecting member 310, the adjusting member 320 is first fixed to the connecting member 310, and the adjusting member 320 is locked. This ensures that the position of the adjustment member 320 does not change.

第３態様の実施方式は、上記接続装置に基づく接続方法をさらに提供する。第１接続部材３１１を第２接続孔に通じて、ストッパー部３１１１は上支持台１１０の下面に当接し、接続部３１１２で、コネクタ３１３に螺接し、かつコネクタ３１３の一端を上支持台１１０の上面に当接する。これにより、第１接続部材３１１を上支持台１１０に固定する。また、コネクタ３１３の他端が第２接続部材３１２に螺接し、調整部材３２０を第２接続部材３１２に嵌設して、接続手段３００の取り付けを完了する。 The implementation of the third aspect further provides a connection method based on the above connection device. The first connection member 311 is passed through the second connection hole, the stopper portion 3111 is in contact with the lower surface of the upper support base 110 , the connection portion 3112 is screwed to the connector 313 , and one end of the connector 313 is connected to the upper support base 110 . Abut on the top surface. Thereby, the first connection member 311 is fixed to the upper support base 110 . Also, the other end of the connector 313 is screwed into the second connection member 312, and the adjustment member 320 is fitted into the second connection member 312, completing the attachment of the connection means 300. FIG.

取り付け板２１０の下面に支持される、全ての調整部材３２０の高さを同じ程度で調整して、取り付け板２１０の高さを調整する。または、一部の調整部材３２０に対して高さ調整を行って、取り付け板２１０の角度を調整する。あるいは、全ての調整部材３２０の高さを異なる程度で調整して、取り付け板２１０の高さと角度の両方を調整して、鋼柱２００を所定姿勢まで調整する。 The height of the mounting plate 210 is adjusted by adjusting the heights of all the adjusting members 320 supported on the lower surface of the mounting plate 210 to the same degree. Alternatively, the height of some adjustment members 320 is adjusted to adjust the angle of the mounting plate 210 . Alternatively, the height of all adjustment members 320 may be adjusted to different degrees to adjust both the height and angle of the mounting plate 210 to adjust the steel column 200 to a desired orientation.

鋼柱２００の姿勢を所定位置に調整した後、調整部材３２０を接続部材３１０に固定して、調整部材３２０をロックして、調整部材３２０の位置の変化が発生しないように確保する。続いて、ロック部材３３０を接続部材３１０に嵌設し、接続部材３１０を取り付け板２１０の上面に当接させて、取り付け板２１０を接続手段３００にロックし、鋼柱２００の姿勢を固定し、最後にコンクリートの打設を完成する。 After adjusting the posture of the steel column 200 to a predetermined position, the adjusting member 320 is fixed to the connecting member 310 to lock the adjusting member 320 to ensure that the position of the adjusting member 320 does not change. Subsequently, the locking member 330 is fitted to the connecting member 310, the connecting member 310 is brought into contact with the upper surface of the mounting plate 210, the mounting plate 210 is locked to the connecting means 300, and the attitude of the steel column 200 is fixed, Finally, the concrete placement is completed.

以上、本考案の実施方式について図面を参照して詳細に説明したが、本考案は上記実施方式に限定されるものではなく、当業者が有する知識の範囲内において、本考案の趣旨を逸脱することなく種々の変更が可能である。なお、本考案における実施方式及び実施方式における特徴は、矛盾することなく相互に組み合わせてもよい。 As described above, the embodiment of the present invention has been described in detail with reference to the drawings, but the present invention is not limited to the above-described embodiment, and may deviate from the gist of the invention within the scope of knowledge possessed by those skilled in the art. Various modifications are possible without It should be noted that the implementations and features of implementations of the present invention may be combined with each other without contradiction.

１００ 制振支持台
１１０ 上支持台
１２０ 制振パット
１３０ 下支持台
２００ 鋼柱
２１０ 取り付け板
２２０ 支持柱
３００ 接続手段
３１０ 接続部材
３１１ 第１接続部材
３１１１ ストッパー部
３１１２ 接続部
３１２ 第２接続部材
３１３ コネクタ
３２０ 調整部材
３３０ ロック部材
３５０ アンカー REFERENCE SIGNS LIST 100 vibration damping support 110 upper support 120 damping pad 130 lower support 200 steel column 210 mounting plate 220 support column 300 connection means 310 connection member 311 first connection member 3111 stopper portion 3112 connection portion 312 second connection member 313 connector 320 adjusting member 330 locking member 350 anchor

Claims (5)

上支持台と、下支持台と、前記上支持台と前記下支持台との間に位置する制振パッドとを有する制振支持台と、
支持柱と、前記支持柱に接続され、第１接続孔が設けられる取り付け板とを有する鋼柱と、
複数の接続手段であって、前記接続手段は、前記上支持台に接続されかつ前記第１接続孔に穿設される接続部材と、前記接続部材に嵌設される調整部材とを含み、前記接続部材の直径は前記第１接続孔の直径よりも小さく、前記調整部材は前記取り付け板を支持し、かつ、前記調整部材は、前記鋼柱の高さ及び／又は角度を調整するように前記接続部材の軸線に沿って移動可能である、複数の接続手段とを含むことを特徴とする、接続装置。 a vibration damping support base having an upper support base, a lower support base, and a vibration damping pad positioned between the upper support base and the lower support base;
a steel column having a support column and a mounting plate connected to the support column and provided with a first connection hole;
a plurality of connection means, wherein the connection means includes a connection member connected to the upper support base and bored in the first connection hole; and an adjustment member fitted in the connection member, The diameter of the connecting member is smaller than the diameter of the first connecting hole, the adjusting member supports the mounting plate, and the adjusting member adjusts the height and/or angle of the steel column. and a plurality of connecting means movable along the axis of the connecting member. 前記上支持台の上面には、少なくとも３つの前記接続手段が接続されることを特徴とする、請求項１に記載の接続装置。 2. The connection device according to claim 1, wherein at least three of said connection means are connected to the upper surface of said upper support. 前記接続手段は、前記接続部材に嵌設され、かつ前記取り付け板の上面に当接するロック部材をさらに含むことを特徴とする、請求項１に記載の接続装置。 2. The connecting device according to claim 1, wherein said connecting means further includes a lock member fitted in said connecting member and abutting on the upper surface of said mounting plate. 前記接続手段は、前記接続部材の側面に接続され、かつ前記上支持台と前記取り付け板との間に位置するアンカーをさらに含むことを特徴とする、請求項１に記載の接続装置。 2. The connecting device according to claim 1, wherein the connecting means further comprises an anchor connected to a side surface of the connecting member and positioned between the upper support base and the mounting plate. 前記接続部材は、第１接続部材と、第２接続部材と、コネクタとを含み、前記上支持台に第２接続孔がさらに設けられ、前記第１接続部材はストッパー部と接続部とを含み、前記接続部は前記第２接続孔に穿設され、かつ前記コネクタの一端に螺接され、前記ストッパー部は前記上支持台の下面に当接し、前記コネクタは前記上支持台の上面に当接し、これにより、前記第１接続部材は前記上支持台に固定され、前記第２接続部材は前記コネクタの他端に螺接されることを特徴とする、請求項１～４のいずれか一項に記載の接続装置。 The connection member includes a first connection member, a second connection member, and a connector, the upper support is further provided with a second connection hole, and the first connection member includes a stopper portion and a connection portion. , the connecting portion is formed in the second connecting hole and screwed to one end of the connector, the stopper portion contacts the lower surface of the upper support base, and the connector contacts the upper surface of the upper support base. The first connection member is fixed to the upper support base, and the second connection member is screwed to the other end of the connector. connection device as described in paragraph 1.
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