JP2006083662A - Unit for installation of base-isolation device, fitting method of the same and its manufacturing method - Google Patents

Unit for installation of base-isolation device, fitting method of the same and its manufacturing method Download PDF

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JP2006083662A
JP2006083662A JP2004271830A JP2004271830A JP2006083662A JP 2006083662 A JP2006083662 A JP 2006083662A JP 2004271830 A JP2004271830 A JP 2004271830A JP 2004271830 A JP2004271830 A JP 2004271830A JP 2006083662 A JP2006083662 A JP 2006083662A
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metal plate
isolation device
seismic isolation
unit
nut members
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JP4486455B2 (en
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Eiichiro Iwashita
栄一郎 岩下
Masato Nakae
正人 中江
Hisato Okude
久人 奥出
Motonobu Maekawa
元伸 前川
Masashi Morita
将史 森田
Yasusuke Asai
庸介 淺井
Eiji Ishizaki
栄二 石崎
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Takenaka Komuten Co Ltd
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Takenaka Komuten Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a unit for installation of a base-isolation device for simplifying the manufacturing process and reducing the cost by minimizing the work for drilling a through-hole for bolt insertion and the work for connecting nut members, which are needed conventionally, while a number of nut members are connected annularly at predetermined positions by using a metal plate, a fitting method of the unit and its manufacturing method. <P>SOLUTION: The unit for installation of the base-isolation device comprises a number of nut members 1 screwed to the bolts 12 for fixing the base-isolation device, and a metal plate 3 arranged on an upper surface of a concrete foundation pedestal 2 for connecting the nut members 1 annularly in plane view. In the unit and its fitting method, the metal plate 3 comprises a plurality of metal plate pieces 3a divided in an annular direction. In the unit and its manufacturing method, the foundation pedestal is made of a precast concrete. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、免震装置固定用のボルトに螺合する多数個のナット部材と、それら多数個のナット部材を平面視において環状に連結してコンクリート製基礎台の上面に配置される金属板を備え、前記多数個のナット部材が、その各雌ねじ部を前記金属板に穿設の貫通孔を介して前記基礎台の上面に開口させた状態で前記基礎台内に埋設されて使用される免震装置設置用ユニットおよびそのユニットの取り付け方法と製造方法に関する。   The present invention provides a plurality of nut members that are screwed into bolts for fixing a seismic isolation device, and a metal plate that is arranged on the upper surface of a concrete base by connecting the numerous nut members in a ring shape in a plan view. Provided, and the plurality of nut members are used by being embedded in the base table in a state in which the female screw portions are opened on the upper surface of the base table through through holes formed in the metal plate. The present invention relates to a unit for installing a seismic device and a method for attaching and manufacturing the unit.

このような免震装置設置用ユニットは、例えば、建物の基礎上に設置するコンクリート製基礎台に多数個のナット部材を埋設し、その基礎台の上面に免震装置を載置して固定用のボルトにより基礎台に固定するもので、従来、ナット部材を環状に連結してコンクリート製基礎台の上面に配置される金属板が、1枚の金属板により構成されたものが広く知られている(例えば、特許文献1〜4参照)。
また、ナット部材を環状に連結する金属板が1枚の金属板により構成され、コンクリート製基礎台をプレキャストコンクリート製にして、そのプレキャストコンクリート製基礎台の上面に1枚の金属板を配置し、基礎台内に多数個のナット部材を埋設して予め工場などで作製するように構成したものも知られている(例えば、特許文献5参照)。
Such a unit for installing a seismic isolation device is, for example, used for fixing by fixing a large number of nut members on a concrete base that is installed on the foundation of a building and placing the seismic isolation device on the upper surface of the base. Conventionally, it is widely known that the metal plate arranged on the upper surface of the concrete base plate by connecting the nut members in an annular shape is constituted by a single metal plate. (For example, see Patent Documents 1 to 4).
In addition, the metal plate that connects the nut members in an annular shape is composed of one metal plate, the concrete base is made of precast concrete, and one metal plate is arranged on the upper surface of the precast concrete base, There is also known a configuration in which a large number of nut members are embedded in a base and are manufactured in advance in a factory or the like (for example, see Patent Document 5).

特許第3261025号公報Japanese Patent No. 3261005 特開平10−246028号公報Japanese Patent Laid-Open No. 10-246028 特開平11−50694号公報Japanese Patent Laid-Open No. 11-50694 特開2000−257302号公報JP 2000-257302 A 特開2002−97818号公報JP 2002-97818 A

これら特許文献に記載の従来技術では、いずれにせよ、ナット部材を環状に連結するための金属板が1枚の金属板により構成され、その下面側に多数個のナット部材が連結されていたので、使用する免震装置に応じて、その都度、金属板を準備し、かつ、その金属板にボルト挿通用の貫通孔を穿設したりナット部材を連結する作業などが必要となり、それが免震装置設置用ユニットやそのユニット取り付け作業のコストアップを招く一因となっていた。
すなわち、免震装置には多数の種類があり、各免震装置ごとにボルト挿通孔の数や配置が異なるため、使用する免震装置に応じて、適切な大きさの金属板を準備し、かつ、その金属板にそれぞれボルト挿通用貫通孔を穿設したりナット部材を連結する作業が必要となり、たとえ同じ建物であっても、設置する位置によって異なる免震装置を使用する場合もあり、そのような場合には、何種類かの金属板を作製しなければならず、この点に改良の余地があった。
In the prior art described in these patent documents, in any case, the metal plate for connecting the nut members in an annular shape is constituted by a single metal plate, and a large number of nut members are connected to the lower surface side thereof. Depending on the seismic isolation device to be used, it is necessary to prepare a metal plate each time, and to drill a through hole for inserting a bolt into the metal plate or to connect a nut member. This was one of the causes of the cost increase of the seismic device installation unit and the unit installation work.
In other words, there are many types of seismic isolation devices, and the number and arrangement of bolt insertion holes are different for each seismic isolation device, so prepare a metal plate of an appropriate size according to the seismic isolation device to be used, And it is necessary to drill through holes for inserting bolts or connect nut members to the metal plates, and even in the same building, different seismic isolation devices may be used depending on the installation location, In such a case, several kinds of metal plates have to be produced, and there is room for improvement in this respect.

本発明は、このような従来の問題点に着目したもので、その目的は、金属板を用いて多数個のナット部材を所定の位置に環状に連結し得るにもかかわらず、従来必要とされていたボルト挿通用貫通孔の穿設作業やナット部材の連結作業を極力少なくして、製造工程の簡略化とコストダウンを図り得る免震装置設置用ユニットおよびそのユニットの取り付け方法と製造方法の提供にある。   The present invention pays attention to such a conventional problem, and the object thereof is conventionally required even though a large number of nut members can be annularly connected to predetermined positions using a metal plate. A seismic isolation device installation unit that can simplify the manufacturing process and reduce costs by minimizing the drilling operation of the bolt insertion through hole and the connecting operation of the nut member as much as possible. On offer.

本発明の第1の特徴構成は、免震装置固定用のボルトに螺合する多数個のナット部材と、それら多数個のナット部材を平面視において環状に連結してコンクリート製基礎台の上面に配置される金属板を備え、前記多数個のナット部材が、その各雌ねじ部を前記金属板に穿設の貫通孔を介して前記基礎台の上面に開口させた状態で前記基礎台内に埋設されて使用される免震装置設置用ユニットであって、前記金属板が、前記環状方向に複数に分割された金属板片により構成されて、各金属板片に対して複数個のナット部材が連結されているところにある。   A first characteristic configuration of the present invention includes a large number of nut members screwed into bolts for fixing a seismic isolation device, and the large number of nut members connected in an annular shape in a plan view on an upper surface of a concrete base. A plurality of nut members embedded in the base plate in a state where each female screw portion is opened on the upper surface of the base plate through a through-hole drilled in the metal plate. The seismic isolation device installation unit is used, wherein the metal plate is constituted by a plurality of metal plate pieces divided in the annular direction, and a plurality of nut members are provided for each metal plate piece. It is connected.

本発明の第1の特徴構成によれば、免震装置固定用のボルトに螺合する多数個のナット部材を平面視において環状に連結する金属板が、その環状方向に複数に分割された金属板片により構成されて、各金属板片に対して複数個のナット部材が連結されているので、使用する免震装置に応じて、各金属板片の配置関係を適宜設定することによって、ある程度異なる免震装置に対して対応することができる。
したがって、このような免震装置設置用ユニットを予め量産し、場合によっては、サイズの異なる2〜3種類のユニットを予め量産しておいて、使用する免震装置に対応することが可能となり、製造工程を簡略化して免震装置設置用ユニットを比較的安価に提供することができる。
According to the first characteristic configuration of the present invention, the metal plate for connecting a large number of nut members screwed to the bolts for fixing the seismic isolation device in an annular shape in a plan view is divided into a plurality of pieces in the annular direction. Since a plurality of nut members are connected to each metal plate piece, it is configured to some extent by appropriately setting the arrangement relation of each metal plate piece according to the seismic isolation device to be used. It can cope with different seismic isolation devices.
Therefore, it is possible to mass-produce such a seismic isolation device installation unit in advance, and in some cases, mass-produce 2 to 3 types of units different in size in advance, and to support the seismic isolation device to be used, The manufacturing process can be simplified and the seismic isolation device installation unit can be provided at a relatively low cost.

本発明の第2の特徴構成は、免震装置固定用のボルトに螺合する多数個のナット部材と、それら多数個のナット部材を平面視において環状に連結してコンクリート製基礎台の上面に配置される金属板を備え、前記多数個のナット部材が、その各雌ねじ部を前記金属板に穿設の貫通孔を介して前記基礎台の上面に開口させた状態で前記基礎台内に埋設されて使用される免震装置設置用ユニットであって、前記基礎台が、プレキャストコンクリート製であり、前記金属板が、前記環状方向に複数に分割された金属板片により構成されて、各金属板片に対して複数個のナット部材が連結されているところにある。   The second characteristic configuration of the present invention includes a large number of nut members screwed into bolts for fixing the seismic isolation device, and the large number of nut members connected in an annular shape in plan view on the upper surface of the concrete base. A plurality of nut members embedded in the base plate in a state where each female screw portion is opened on the upper surface of the base plate through a through-hole drilled in the metal plate. A seismic isolation device installation unit used, wherein the foundation is made of precast concrete, and the metal plate is composed of a plurality of metal plate pieces divided in the annular direction. A plurality of nut members are connected to the plate piece.

本発明の第2の特徴構成によれば、免震装置固定用のボルトに螺合する多数個のナット部材を平面視において環状に連結する金属板が、その環状方向に複数に分割された金属板片により構成されて、各金属板片に対して複数個のナット部材が連結されているので、上述したように、免震装置設置用ユニットを予め量産しておいて、使用する免震装置に応じて、各金属板片の配置関係を適宜設定して使用することができ、免震装置設置用ユニットを比較的安価に提供することができる。
そして、その多数個のナット部材を埋設するコンクリート製基礎台が、プレキャストコンクリート製であり、その基礎台内に予め多数個のナット部材が埋設されているので、免震装置を取り付ける作業現場において、コンクリートを打設して基礎台を作製する必要もなく、免震装置の取り付け作業を比較的短時間のうちに容易に行うことができる。
According to the second characteristic configuration of the present invention, the metal plate that connects a large number of nut members that are screwed to the bolts for fixing the seismic isolation device in an annular shape in plan view is divided into a plurality of pieces in the annular direction. Since it is constituted by a plate piece and a plurality of nut members are connected to each metal plate piece, as described above, the seismic isolation device installation unit is mass-produced in advance and used. Accordingly, the arrangement relation of the metal plate pieces can be appropriately set and used, and the seismic isolation device installation unit can be provided relatively inexpensively.
And, the concrete base that embeds the many nut members is made of precast concrete, and since a large number of nut members are embedded in the base in advance, at the work site where the seismic isolation device is attached, There is no need to cast concrete to prepare a foundation, and the seismic isolation device can be easily attached in a relatively short time.

本発明の第3の特徴構成は、上述した免震装置設置用ユニットにおいて、前記各金属板片が、ほぼ長方形の形状を有し、その長方形の長辺に沿って複数個のナット部材がほぼ一直線に配置されて連結されているところにある。   According to a third characteristic configuration of the present invention, in the above-described seismic isolation device installation unit, each of the metal plate pieces has a substantially rectangular shape, and a plurality of nut members are substantially disposed along the long side of the rectangle. They are in a straight line and connected.

本発明の第3の特徴構成によれば、各金属板片が、ほぼ長方形の形状を有し、その長方形の長辺に沿って複数個のナット部材がほぼ一直線に配置されて連結されているので、例えば、円弧形状の金属板片に比べて作製が容易で、しかも、汎用性も高い。   According to the third characteristic configuration of the present invention, each metal plate piece has a substantially rectangular shape, and a plurality of nut members are arranged in a straight line and connected along the long side of the rectangle. Therefore, for example, it is easy to produce compared to an arc-shaped metal plate piece, and is highly versatile.

本発明の第4の特徴構成は、上述した免震装置設置用ユニットにおいて、前記長方形の各金属板片が、互いにほぼ直交するX軸とY軸にその長辺を沿わせて配置されているところにある。   According to a fourth characteristic configuration of the present invention, in the above-described seismic isolation device installation unit, each of the rectangular metal plate pieces is disposed with its long sides along the X axis and the Y axis that are substantially orthogonal to each other. By the way.

本発明の第4の特徴構成によれば、長方形の各金属板片が、互いにほぼ直交するX軸とY軸にその長辺を沿わせて配置されているので、基礎台を現場でコンクリート打ちする場合も、工場などにおいて予め作製する場合においても、コンクリート内に埋設する鉄筋とナット部材との干渉を回避するのが容易となる。
すなわち、鉄筋は通常互いにほぼ直交する方向に配筋されるため、その鉄筋の配筋方向をX軸およびY軸として、長方形の金属板片をX軸およびY軸に沿って配置することにより、各金属板片に連結されたナット部材が鉄筋と干渉することが抑制されるので、ナット部材の配置が容易となる。
According to the fourth characteristic configuration of the present invention, the rectangular metal plate pieces are disposed along the long sides of the X axis and the Y axis which are substantially orthogonal to each other. Even in the case of manufacturing in advance in a factory or the like, it is easy to avoid interference between the reinforcing bar embedded in the concrete and the nut member.
That is, the reinforcing bars are usually arranged in directions substantially perpendicular to each other, and by arranging the rectangular metal plate pieces along the X axis and the Y axis with the reinforcing bar arrangement directions as the X axis and the Y axis, Since it is suppressed that the nut member connected with each metal plate piece interferes with a reinforcing bar, arrangement | positioning of a nut member becomes easy.

本発明の第5の特徴構成は、上述した第1の特徴構成による免震装置設置用ユニットを建物の基礎に取り付ける方法であって、前記複数に分割された各金属板片に開口する雌ねじ部内にそれぞれ挿入可能な位置決め用突起を備えて各金属板片間の相対的配置関係を規制する配置規制治具を使用し、前記ユニットの各金属板片を上方に位置させて建物の基礎上に配置するとともに、そのユニットの上方から前記配置規制治具の位置決め用突起を各金属板片の雌ねじ部内に挿入して各金属板片間の配置関係を規制した状態で、前記ユニットと基礎との間にコンクリートを打設して取り付けるところにある。   A fifth characteristic configuration of the present invention is a method of attaching the seismic isolation device installation unit according to the first characteristic configuration described above to the foundation of a building, and is provided in an internal thread portion that opens to each of the plurality of divided metal plate pieces. Using a positioning restriction jig that is provided with positioning protrusions that can be respectively inserted into the metal plate pieces and restricts the relative arrangement relationship between the metal plate pieces. In addition, the positioning protrusions of the arrangement restricting jig are inserted into the female screw portions of the metal plate pieces from above the unit to regulate the arrangement relationship between the metal plate pieces. It is in the place where concrete is placed in between.

本発明の第5の特徴構成によれば、複数に分割された各金属板片に開口する雌ねじ部内にそれぞれ挿入可能な位置決め用突起を備えて各金属板片間の相対的配置関係を規制する配置規制治具を使用し、ユニットの各金属板片を上方に位置させて建物の基礎上に配置するとともに、そのユニットの上方から配置規制治具の位置決め用突起を各金属板片の雌ねじ部内に挿入して各金属板片間の配置関係を規制した状態で、ユニットと基礎との間にコンクリートを打設して取り付けるので、多数のナット部材を連結する金属板が、上述したように、複数に分割された金属板片により構成されるにもかかわらず、各金属板片間の相対的配置を所望する配置関係に確実に保持して免震装置設置用ユニットを取り付けることができる。   According to the fifth characteristic configuration of the present invention, the positioning protrusions that can be inserted into the female screw portions that open to the plurality of divided metal plate pieces are provided, and the relative positional relationship between the metal plate pieces is regulated. Place the metal plate pieces of the unit on the foundation of the building by using the placement restriction jig, and place the positioning protrusions of the placement restriction jig from the upper part of the unit in the female thread of each metal plate piece. In a state in which the arrangement relation between the metal plate pieces is regulated by inserting into the concrete and placing the concrete between the unit and the foundation, the metal plate for connecting a number of nut members, as described above, In spite of being constituted by a plurality of divided metal plate pieces, it is possible to attach the seismic isolation device installation unit while reliably holding the relative arrangement between the metal plate pieces in a desired arrangement relationship.

本発明の第6の特徴構成は、上述した第2の特徴構成による免震装置設置用ユニットの製造方法であって、前記複数に分割された各金属板片に開口する雌ねじ部内にそれぞれ挿入可能な位置決め用突起を備えて各金属板片間の相対的配置関係を規制する下型枠を使用し、前記ユニットの各金属板片を下方にして各金属板片の雌ねじ部を前記下型枠の位置決め用突起に外嵌して各金属板片間の配置関係を規制した状態で、前記ユニットと下型枠との間にコンクリートを打設して前記基礎台を作製して製造するところにある。   A sixth characteristic configuration of the present invention is a method for manufacturing a unit for installing a seismic isolation device according to the second characteristic configuration described above, and can be inserted into a female screw portion opened in each of the plurality of divided metal plate pieces. A lower mold frame that includes a positioning protrusion and restricts the relative positional relationship between the metal plate pieces, and the female plate portion of each metal plate piece is placed on the lower mold frame with the metal plate pieces of the unit facing downward. In the state where the positioning projection between the metal plate pieces and the positioning relationship between the metal plate pieces are regulated, concrete is placed between the unit and the lower mold frame, and the foundation is manufactured and manufactured. is there.

本発明の第6の特徴構成によれば、複数に分割された各金属板片に開口する雌ねじ部内にそれぞれ挿入可能な位置決め用突起を備えて各金属板片間の相対的配置関係を規制する下型枠を使用し、ユニットの各金属板片を下方にして各金属板片の雌ねじ部を下型枠の位置決め用突起に外嵌して各金属板片間の配置関係を規制した状態で、ユニットと下型枠との間にコンクリートを打設して基礎台を作製して製造するので、多数のナット部材を連結する金属板が、上述したように、複数に分割された金属板片により構成されるにもかかわらず、各金属板片間の相対的配置を所望する配置関係に確実に保持してプレキャストコンクリート製の基礎台を備えた免震装置設置用ユニットを製造することができる。   According to the sixth characteristic configuration of the present invention, the positioning protrusions that can be inserted into the female screw portions that open to the plurality of divided metal plate pieces are provided, and the relative positional relationship between the metal plate pieces is regulated. Using the lower mold, with the metal plate pieces of the unit facing downward, the female screw part of each metal plate piece is externally fitted to the positioning projection of the lower mold frame, and the arrangement relationship between the metal plate pieces is regulated Since the base plate is produced by placing concrete between the unit and the lower mold, the metal plate for connecting a number of nut members is divided into a plurality of pieces as described above. In spite of being constituted by the above, it is possible to manufacture a seismic isolation device installation unit having a pre-cast concrete foundation base while reliably holding the relative arrangement between the metal plate pieces in a desired arrangement relationship. .

本発明による免震装置設置用ユニットおよびそのユニットの取り付け方法と製造方法につき、その実施の形態を図面に基づいて説明する。
第1の実施形態においては、図2および図3に示すように、免震装置設置用ユニットが、免震装置固定用のボルトに螺合する多数個のナット部材1と、それら多数個のナット部材1を平面視において正方形の環状に連結してコンクリート製基礎台2の上面に配置される金属板3を備え、その金属板3が、平面視において多数個のナット部材1の環状方向に複数に分割された金属板片3a、この実施形態では4枚の金属板片3aにより構成されている。
ナット部材1は、その雌ねじ部4が一端方向にのみ開口する金属製の袋ナットで構成され、雌ねじ部4の開口側を上にして各金属板片3aの裏面に複数個ずつ、この実施形態では3個ずつ連結固定され、各ナット部材1の雌ねじ部4が、金属板片3aに穿設のボルト挿通用の貫通孔3bを介して金属板3aの上面に開口されている。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of a seismic isolation device installation unit according to the present invention, a method for attaching the unit and a method for manufacturing the unit will be described with reference to the drawings.
In the first embodiment, as shown in FIG. 2 and FIG. 3, the seismic isolation device installation unit includes a number of nut members 1 screwed into bolts for fixing the seismic isolation device, and the number of nuts. The member 1 is provided with a metal plate 3 that is connected in a square ring shape in plan view and disposed on the upper surface of the concrete base 2, and the metal plate 3 includes a plurality of nut members 1 in the ring direction in plan view. In this embodiment, the metal plate piece 3a is divided into four metal plate pieces 3a.
The nut member 1 is composed of a metal cap nut whose female screw portion 4 is opened only in one end direction, and a plurality of nut members 1 are provided on the back surface of each metal plate piece 3a with the opening side of the female screw portion 4 facing upward. Then, three are connected and fixed, and the female thread portion 4 of each nut member 1 is opened on the upper surface of the metal plate 3a through a through hole 3b for inserting a bolt formed in the metal plate piece 3a.

各金属板片3aは、例えば、市販のフラットバーを適宜の長さに切断して形成され、したがって、ほぼ長方形の形状を有していて、その長方形の長辺に沿って、かつ、幅方向のほぼ中央に位置する状態で、それぞれ3個のナット部材1がほぼ一直線になるように配置されて連結されている。
そして、ナット部材1を構成する袋ナットの底部には、袋ナットの雌ねじ部4とは別の雌ねじ部5が、袋ナットの雌ねじ部4とほぼ同心状に設けられ、その雌ねじ部5に対して頭付きボルト6が、その頭部6aを下にして螺合するように構成されている。
Each metal plate piece 3a is formed, for example, by cutting a commercially available flat bar into an appropriate length, and thus has a substantially rectangular shape, along the long side of the rectangle, and in the width direction. The three nut members 1 are arranged and connected so as to be substantially in a straight line.
A female screw portion 5 different from the female screw portion 4 of the cap nut is provided on the bottom portion of the cap nut constituting the nut member 1 substantially concentrically with the female screw portion 4 of the cap nut. The headed bolt 6 is configured to be screwed with its head 6a facing down.

つぎに、この第1の実施形態による免震装置設置用ユニットを建物の基礎に取り付ける取り付け方法について説明する。
建物の基礎を打設する際、図4に示すように、免震装置を設置する箇所に基礎Bから上方へ突出するように鉄筋7を配筋しておき、その設置箇所に免震装置設置用ユニットを載置した後、各金属板片3a間の相対的配置を位置決めする。
この金属板片3aの位置決めには、例えば、図5に示すように、ほぼ正方形の環状の板体8とその板体8から突設された多数の位置決め用突起9、この実施形態では8個の位置決め用突起9を備えた配置規制治具10が使用される。
Next, an attachment method for attaching the seismic isolation device installation unit according to the first embodiment to the foundation of the building will be described.
When placing the foundation of the building, as shown in Fig. 4, rebar 7 is placed in the location where the seismic isolation device is installed so as to protrude upward from foundation B, and the seismic isolation device is installed at the installation location. After placing the unit for use, the relative arrangement between the metal plate pieces 3a is positioned.
For the positioning of the metal plate piece 3a, for example, as shown in FIG. 5, a substantially square annular plate 8 and a large number of positioning projections 9 projecting from the plate 8, 8 in this embodiment are provided. An arrangement restricting jig 10 having a positioning projection 9 is used.

配置規制治具10の位置決め用突起9は、正方形の板体8の各辺に2個ずつ設けられ、その各辺の2個の突起9が、各金属板片3aに連結された3個のナット部材1のうち、両端に位置するナット部材1に対応する位置に設けられ、さらに、その対応状態において、合計12個のナット部材1が、使用する免震装置のボルト挿通孔に対応するように設定されている。
したがって、図6に示すように、免震装置設置用ユニットの各金属板片3aを上方に位置させ、各金属板片3aにおける頭付きボルト6のうち、例えば、1〜2本の頭付きボルト6を緩めて、その頭部6aが建物の基礎Bの上面に当接するように下方へ突出させて各金属板片3aの高さを所定の高さに調整しながら、ユニットの上方から配置規制治具10の位置決め用突起9をナット部材1の雌ねじ部4内に挿入することにより、各ナット部材1が免震装置のボルト挿通孔に対応するように位置決めされる。
Two positioning protrusions 9 of the arrangement restricting jig 10 are provided on each side of the square plate body 8, and the two protrusions 9 on each side are connected to each metal plate piece 3a. Among the nut members 1, the nut members 1 are provided at positions corresponding to the nut members 1 located at both ends, and in the corresponding state, a total of 12 nut members 1 correspond to the bolt insertion holes of the seismic isolation device to be used. Is set to
Therefore, as shown in FIG. 6, each metal plate piece 3a of the seismic isolation device installation unit is positioned upward, and, for example, one or two headed bolts among the headed bolts 6 in each metal plate piece 3a. 6 is loosened so that its head 6a protrudes downward so that it abuts against the upper surface of the foundation B of the building, and the height of each metal plate piece 3a is adjusted to a predetermined height, while the arrangement is restricted from above the unit. By inserting the positioning protrusions 9 of the jig 10 into the female screw portion 4 of the nut member 1, each nut member 1 is positioned so as to correspond to the bolt insertion hole of the seismic isolation device.

このようにして位置決めした状態において、図2に示すように、互いに対向する2枚の金属板片3aは、その長辺がX軸に沿って平行になるように配置され、他の2枚の金属板片3aは、X軸にほぼ直交するY軸に沿って平行になるように配置され、その結果、合計12個のナット部材1および頭付きボルト6は、互いにほぼ直交するX軸とY軸に沿って配置される。
その後、鉄筋7を配筋することになるが、鉄筋7をX軸とY軸に沿わせて配筋することにより、鉄筋7とナット部材1および頭付きボルト6との干渉を回避して、鉄筋7を容易に配筋することができ、さらに、型枠を組んで、図7に示すように、各金属板片3aの上面とほぼ面一になるようにコンクリートを打設し、鉄筋コンクリート製の基礎台2を作製して取り付ける。
基礎台2のコンクリートが固化した後、図1に示すように、その基礎台2上に免震装置11を載置し、免震装置11の下方取り付け板11aのボルト挿通孔に免震装置固定用のボルト12を挿通し、基礎台2の上面に開口している各ナット部材1の雌ねじ部4にそのボルト12を螺合するとともに、取り付け板11aと基礎台2の間に無収縮モルタルMを充填してボルト12を締め付け、免震装置11を基礎台2上に設置するのである。
In the state of positioning in this way, as shown in FIG. 2, the two metal plate pieces 3a facing each other are arranged so that their long sides are parallel along the X axis, and the other two sheets The metal plate pieces 3a are arranged so as to be parallel along the Y axis substantially orthogonal to the X axis. As a result, a total of twelve nut members 1 and headed bolts 6 are substantially perpendicular to the X axis and the Y axis. Arranged along the axis.
After that, the reinforcing bars 7 are arranged. By arranging the reinforcing bars 7 along the X axis and the Y axis, the interference between the reinforcing bars 7 and the nut member 1 and the headed bolt 6 is avoided. Reinforcing bars 7 can be easily arranged. Further, as shown in FIG. 7, a concrete is placed so as to be substantially flush with the upper surface of each metal plate piece 3a. The base plate 2 is prepared and attached.
After the concrete of the base 2 is solidified, as shown in FIG. 1, the base isolation device 11 is placed on the base 2 and the base isolation device is fixed to the bolt insertion hole of the lower mounting plate 11 a of the base isolation device 11. The bolt 12 is inserted into the female screw portion 4 of each nut member 1 opened on the upper surface of the base 2, and the non-shrink mortar M is mounted between the mounting plate 11 a and the base 2. The bolt 12 is tightened and the seismic isolation device 11 is installed on the base 2.

第2の実施形態においては、図10に示すように、免震装置設置用ユニットが、免震装置固定用のボルトに螺合する多数個のナット部材1と、それら多数個のナット部材1を平面視において環状に連結する金属板3と、多数個のナット部材1を埋設するプレキャストコンクリート製の基礎台13により構成されている。
そして、ナット部材1を連結する金属板3は、第1の実施形態と同様に、例えば、図8を参照して、平面視において多数個のナット部材1の環状方向に複数に分割された金属板片3a、この実施形態でも4枚の金属板片3aにより構成されて、プレキャストコンクリート製基礎台13の上面に配置されている。
In the second embodiment, as shown in FIG. 10, the seismic isolation device installation unit includes a number of nut members 1 screwed into bolts for fixing the seismic isolation device, and the number of nut members 1. It is comprised by the base plate 13 made from the precast concrete which embeds the metal plate 3 connected cyclically | annularly in planar view, and many nut members 1 are embedded.
And the metal plate 3 which connects the nut member 1 is the metal divided | segmented into plurality in the annular direction of many nut members 1 in planar view like FIG. 8, for example like 1st Embodiment. The plate piece 3a, which is also constituted by four metal plate pieces 3a in this embodiment, is arranged on the upper surface of the precast concrete base 13.

ナット部材1も、第1の実施形態と同様に、金属製の袋ナットで構成され、雌ねじ部4の開口側を上にして各金属板片3aの裏面に3個ずつ連結固定され、各ナット部材1の雌ねじ部4が、金属板片3aに穿設のボルト挿通用の貫通孔3bを介して金属板3aの上面に開口され、その袋ナットの底部には、袋ナットの雌ねじ部4とほぼ同心状に設けられた雌ねじ部5に対して頭付きボルト6が、その頭部6aを下にして螺合するように構成されている。
また、各金属板片3aも、第1の実施形態と同様で、例えば、市販のフラットバーを適宜の長さに切断して形成され、その長方形の長辺に沿って、かつ、幅方向のほぼ中央に位置する状態で、それぞれ3個のナット部材1がほぼ一直線になるように配置されて連結されている。
Similarly to the first embodiment, the nut member 1 is also composed of a metal cap nut, and three nut members 1 are connected and fixed to the back surface of each metal plate piece 3a with the opening side of the female screw portion 4 facing upward. The female screw portion 4 of the member 1 is opened on the upper surface of the metal plate 3a through a through hole 3b for inserting a bolt formed in the metal plate piece 3a, and the bottom portion of the cap nut is connected to the female screw portion 4 of the cap nut. A headed bolt 6 is configured to be screwed into a female screw part 5 provided substantially concentrically with its head 6a facing down.
Each metal plate piece 3a is also formed in the same manner as in the first embodiment, for example, by cutting a commercially available flat bar into an appropriate length, along the long side of the rectangle, and in the width direction. The three nut members 1 are arranged and connected so as to be substantially in a straight line in a state where the nut members 1 are located substantially in the center.

つぎに、第2の実施形態による免震装置設置用ユニットの製造方法について説明する。
この免震装置設置用ユニットを製造するには、図8および図9に示すように、例えば、合計8個の位置決め用突起14を備えた下型枠15が使用される。
下型枠15の位置決め用突起14は、正方形の環状になるように各辺に2個ずつ設けられ、その各辺の2個の突起14が、各金属板片3aに連結された3個のナット部材1のうち、両端に位置するナット部材1に対応する位置に設けられ、さらに、その対応状態において、合計12個のナット部材1が、使用する免震装置のボルト挿通孔に対応するように設定されている。
Next, a method for manufacturing the seismic isolation device installation unit according to the second embodiment will be described.
To manufacture this seismic isolation device installation unit, as shown in FIGS. 8 and 9, for example, a lower mold 15 having a total of eight positioning protrusions 14 is used.
Two positioning projections 14 of the lower mold 15 are provided on each side so as to form a square ring shape, and two projections 14 on each side are connected to each metal plate piece 3a. Among the nut members 1, the nut members 1 are provided at positions corresponding to the nut members 1 located at both ends, and in the corresponding state, a total of 12 nut members 1 correspond to the bolt insertion holes of the seismic isolation device to be used. Is set to

したがって、この下型枠15の上方から各金属板片3aを下方にして、つまり、ナット部材1の雌ねじ部4が下方を向いて開口するように上下逆にして、各金属板片3aの雌ねじ部4を位置決め用突起14に外嵌することにより、各ナット部材1が免震装置のボルト挿通孔に対応するように位置決めされる
このようにして位置決めした状態において、第1の実施形態において図2を参照して説明したように、互いに対向する2枚の金属板片3aは、その長辺がX軸に沿って平行になるように配置され、他の2枚の金属板片3aは、X軸にほぼ直交するY軸に沿って平行になるように配置され、その結果、合計12個のナット部材1および頭付きボルト6は、互いにほぼ直交するX軸とY軸に沿って配置される。
Accordingly, each metal plate piece 3a is turned downward from above the lower mold 15 so that the female screw portion 4 of the nut member 1 is opened downward. The nut member 1 is positioned so as to correspond to the bolt insertion hole of the seismic isolation device by externally fitting the portion 4 to the positioning projection 14. In this state, the nut member 1 is shown in FIG. As described with reference to FIG. 2, the two metal plate pieces 3a facing each other are arranged so that their long sides are parallel along the X axis, and the other two metal plate pieces 3a are As a result, the 12 nut members 1 and the head bolts 6 are arranged along the X axis and the Y axis substantially orthogonal to each other. The

その後、図9に示すように、下型枠15の上方に鉄筋7を配筋することになるが、鉄筋7をX軸とY軸に沿わせて配筋することにより、鉄筋7とナット部材1および頭付きボルト6との干渉を回避して、鉄筋7を容易に配筋することができ、さらに、下型枠15の上に必要な型枠を組んで、各ナット部材1の上面とほぼ面一になるようにコンクリートを打設し、プレキャストコンクリート製の基礎台13を作製して免震装置設置用ユニットを製造するのである。
このようにして製造された免震装置設置用ユニットは、ナット部材1がプレキャストコンクリート製基礎台13内に埋設され、各ナット部材1の雌ねじ部4が、基礎台13の上面に配置された金属板片3aに開口し、かつ、頭付きボルト6が、その頭部6aを下にして基礎台13の下面から突出した構成となる。
Thereafter, as shown in FIG. 9, the reinforcing bar 7 is arranged above the lower mold 15. By arranging the reinforcing bar 7 along the X axis and the Y axis, the reinforcing bar 7 and the nut member are arranged. It is possible to easily arrange the reinforcing bars 7 by avoiding interference with the bolts 1 and the headed bolts 6, and further, by forming a necessary formwork on the lower formwork 15, Concrete is placed so as to be substantially flush with each other, and a base 13 made of precast concrete is produced to manufacture a unit for installing a seismic isolation device.
In the seismic isolation device installation unit thus manufactured, the nut member 1 is embedded in the precast concrete base 13, and the internal thread portion 4 of each nut member 1 is disposed on the upper surface of the base 13. The plate piece 3a is open and the headed bolt 6 projects from the lower surface of the base 13 with the head 6a facing down.

この第2の実施形態による免震装置設置用ユニットを建物の基礎に取り付けるには、図11に示すように、基礎Bの上方へ鉄筋16を配筋して、免震装置設置用ユニットを載置する。その際、多数の頭付きボルト6のうち、例えば、4本の頭付きボルト6を緩めて、その頭部6aが基礎Bの上面に当接するように下方へ突出させ、さらに、4本の頭付きボルト6の突出量を調整して、基礎台13の上面の高さを所定の高さに調整する。
つぎに、型枠を組んで、基礎Bと基礎台13の間にコンクリートを打設し、コンクリートが固化した後、コンクリートと基礎台13の間に無収縮モルタルMを充填し、基礎台13の上に免震装置11を載置する。そして、免震装置11の取り付け板11aのボルト挿通孔に免震装置固定用のボルト12を挿通し、基礎台13の上面に開口している各ナット部材1の雌ねじ部4にそのボルト12を螺合して締め付け、免震装置11をプレキャスト製基礎台13上に設置するのである。
In order to attach the seismic isolation device installation unit according to the second embodiment to the foundation of the building, as shown in FIG. 11, the reinforcing bars 16 are arranged above the foundation B, and the seismic isolation device installation unit is mounted. Put. At that time, for example, four of the headed bolts 6 are loosened, and the heads 6a are protruded downward so that the heads 6a abut against the upper surface of the foundation B. The amount of protrusion of the attached bolt 6 is adjusted, and the height of the upper surface of the base 13 is adjusted to a predetermined height.
Next, a formwork is assembled, concrete is placed between the foundation B and the foundation platform 13, and after the concrete is solidified, the non-shrink mortar M is filled between the concrete and the foundation platform 13. The seismic isolation device 11 is placed on the top. And the bolt 12 for seismic isolation device fixation is inserted in the bolt insertion hole of the mounting plate 11a of the seismic isolation device 11, and the bolt 12 is inserted into the female thread portion 4 of each nut member 1 opened on the upper surface of the base 13. The seismic isolation device 11 is installed on the precast base 13 by screwing and tightening.

〔別実施形態〕
(1)先の実施形態では、金属板片3aを長方形に形成した例を示したが、金属板片3aの形状は長方形に限るものではなく、例えば、円弧状などに形成することもできる。
また、その金属板片3aに3個のナット部材1を連結した例を示したが、金属板片3aに連結するナット部材1の数は任意であり、さらに、そのナット部材1も、必ずしも袋ナットである必要はない。
[Another embodiment]
(1) Although the example which formed the metal plate piece 3a in the rectangle was shown in previous embodiment, the shape of the metal plate piece 3a is not restricted to a rectangle, For example, it can also form in circular arc shape etc.
Moreover, although the example which connected the three nut members 1 to the metal plate piece 3a was shown, the number of the nut members 1 connected to the metal plate piece 3a is arbitrary, Furthermore, the nut member 1 is not necessarily a bag. It need not be a nut.

(2)先の実施形態では、免震装置設置用ユニットに4枚の金属板片3aを設けた例を示したが、免震装置設置用ユニットに設ける金属板片3aの数は、使用する免震装置の大きさなどにより任意に設定することができ、その金属板片3aの枚数や金属板片3aに連結するナット部材1の数に応じて、配置規制治具10の位置決め用突起9の数や下型枠15の位置決め用突起14の数も適宜設定される。 (2) In the previous embodiment, the example in which the four metal plate pieces 3a are provided in the seismic isolation device installation unit is shown. However, the number of metal plate pieces 3a provided in the seismic isolation device installation unit is used. It can be set arbitrarily depending on the size of the seismic isolation device, etc., and the positioning protrusion 9 of the arrangement restricting jig 10 depends on the number of the metal plate pieces 3a and the number of nut members 1 connected to the metal plate pieces 3a. And the number of positioning projections 14 of the lower mold 15 are also set as appropriate.

第1の実施形態による免震装置設置用ユニットを使用して免震装置を取り付けた状態を示す一部切欠き正面図Partially cutaway front view showing a state in which the seismic isolation device is attached using the seismic isolation device installation unit according to the first embodiment 第1の実施形態による免震装置設置用ユニットの平面図The top view of the unit for seismic isolation apparatus installation by 1st Embodiment 第1の実施形態による免震装置設置用ユニットの一部切欠き正面図Partially cutaway front view of the seismic isolation device installation unit according to the first embodiment 第1の実施形態による免震装置設置用ユニットの取り付け状態を示す正面図The front view which shows the attachment state of the unit for seismic isolation apparatus installation by 1st Embodiment 第1の実施形態による免震装置設置用ユニットの取り付け状態を示す斜視図The perspective view which shows the attachment state of the unit for seismic isolation apparatus installation by 1st Embodiment 第1の実施形態による免震装置設置用ユニットの取り付け状態を示す一部切欠き正面図Partially cutaway front view showing a mounting state of the seismic isolation device installation unit according to the first embodiment 第1の実施形態による免震装置設置用ユニットの取り付け状態を示す正面図The front view which shows the attachment state of the unit for seismic isolation apparatus installation by 1st Embodiment 第2の実施形態による免震装置設置用ユニットの製造工程を示す斜視図The perspective view which shows the manufacturing process of the unit for seismic isolation apparatus installation by 2nd Embodiment. 第2の実施形態による免震装置設置用ユニットの製造工程を示す正面図The front view which shows the manufacturing process of the unit for seismic isolation apparatus installation by 2nd Embodiment 第2の実施形態による免震装置設置用ユニットの正面図Front view of the seismic isolation device installation unit according to the second embodiment 第2の実施形態による免震装置設置用ユニットを使用して免震装置を取り付けた状態を示す一部切欠き正面図Partially cutaway front view showing a state in which the seismic isolation device is attached using the seismic isolation device installation unit according to the second embodiment

符号の説明Explanation of symbols

1 ナット部材
2 コンクリート製基礎台
3 金属板
3a 金属板を構成する金属板片
3b 金属板片に穿設の貫通孔
4 ナット部材の雌ねじ部
9 配置規制治具の位置決め用突起
10 配置規制治具
11 免震装置
12 免震装置固定用のボルト
13 プレキャストコンクリート製の基礎台
14 下型枠の位置決め用突起
15 下型枠
B 基礎
DESCRIPTION OF SYMBOLS 1 Nut member 2 Concrete base 3 Metal plate 3a Metal plate piece which comprises a metal plate 3b Through-hole drilled in a metal plate piece 4 Female thread part of a nut member 9 Positioning protrusion of an arrangement restricting jig 10 Arrangement restricting jig 11 Seismic Isolation Device 12 Seismic Isolation Device Fixing Bolt 13 Precast Concrete Base 14 Protrusion for Lower Forming Position 15 Lower Formwork B Foundation

Claims (6)

免震装置固定用のボルトに螺合する多数個のナット部材と、それら多数個のナット部材を平面視において環状に連結してコンクリート製基礎台の上面に配置される金属板を備え、前記多数個のナット部材が、その各雌ねじ部を前記金属板に穿設の貫通孔を介して前記基礎台の上面に開口させた状態で前記基礎台内に埋設されて使用される免震装置設置用ユニットであって、
前記金属板が、前記環状方向に複数に分割された金属板片により構成されて、各金属板片に対して複数個のナット部材が連結されている免震装置設置用ユニット。
A plurality of nut members that are screwed into bolts for fixing the seismic isolation device, and a metal plate that is arranged on the upper surface of the concrete base by connecting the numerous nut members in a ring shape in a plan view. For installation of a seismic isolation device, each nut member is embedded and used in the base table in a state in which each female screw portion is opened on the upper surface of the base table through a through hole formed in the metal plate. A unit,
The seismic isolation device installation unit, wherein the metal plate is constituted by a plurality of metal plate pieces divided in the annular direction, and a plurality of nut members are connected to each metal plate piece.
免震装置固定用のボルトに螺合する多数個のナット部材と、それら多数個のナット部材を平面視において環状に連結してコンクリート製基礎台の上面に配置される金属板を備え、前記多数個のナット部材が、その各雌ねじ部を前記金属板に穿設の貫通孔を介して前記基礎台の上面に開口させた状態で前記基礎台内に埋設されて使用される免震装置設置用ユニットであって、
前記基礎台が、プレキャストコンクリート製であり、前記金属板が、前記環状方向に複数に分割された金属板片により構成されて、各金属板片に対して複数個のナット部材が連結されている免震装置設置用ユニット。
A plurality of nut members that are screwed into bolts for fixing the seismic isolation device, and a metal plate that is arranged on the upper surface of the concrete base by connecting the numerous nut members in a ring shape in a plan view. For installation of a seismic isolation device, each nut member is embedded and used in the base table in a state in which each female screw portion is opened on the upper surface of the base table through a through hole formed in the metal plate. A unit,
The foundation is made of precast concrete, the metal plate is constituted by a plurality of metal plate pieces divided in the annular direction, and a plurality of nut members are connected to each metal plate piece. Unit for installing seismic isolation devices.
前記各金属板片が、ほぼ長方形の形状を有し、その長方形の長辺に沿って複数個のナット部材がほぼ一直線に配置されて連結されている請求項1または2に記載の免震装置設置用ユニット。   3. The seismic isolation device according to claim 1, wherein each of the metal plate pieces has a substantially rectangular shape, and a plurality of nut members are arranged in a substantially straight line along the long side of the rectangle. Installation unit. 前記長方形の各金属板片が、互いにほぼ直交するX軸とY軸にその長辺を沿わせて配置されている請求項3に記載の免震装置設置用ユニット。   The seismic isolation device installation unit according to claim 3, wherein each of the rectangular metal plate pieces is disposed along the X axis and the Y axis substantially orthogonal to each other along the long side thereof. 請求項1に記載の免震装置設置用ユニットを建物の基礎に取り付ける方法であって、前記複数に分割された各金属板片に開口する雌ねじ部内にそれぞれ挿入可能な位置決め用突起を備えて各金属板片間の相対的配置関係を規制する配置規制治具を使用し、前記ユニットの各金属板片を上方に位置させて建物の基礎上に配置するとともに、そのユニットの上方から前記配置規制治具の位置決め用突起を各金属板片の雌ねじ部内に挿入して各金属板片間の配置関係を規制した状態で、前記ユニットと基礎との間にコンクリートを打設して取り付ける免震装置設置用ユニットの取り付け方法。   A method of attaching the seismic isolation device installation unit according to claim 1 to the foundation of a building, wherein each of the plurality of seismic isolation device installation units includes positioning protrusions that can be inserted into female screw portions that open to the metal plate pieces. Using a placement restriction jig that restricts the relative placement relationship between the metal plate pieces, each metal plate piece of the unit is positioned above and placed on the foundation of the building, and the placement restriction from above the unit. Seismic isolation device in which concrete is placed between the unit and the foundation in a state in which the positioning protrusions of the jig are inserted into the female threaded portions of the metal plate pieces and the positional relationship between the metal plate pieces is regulated. How to install the installation unit. 請求項2に記載の免震装置設置用ユニットの製造方法であって、前記複数に分割された各金属板片に開口する雌ねじ部内にそれぞれ挿入可能な位置決め用突起を備えて各金属板片間の相対的配置関係を規制する下型枠を使用し、前記ユニットの各金属板片を下方にして各金属板片の雌ねじ部を前記下型枠の位置決め用突起に外嵌して各金属板片間の配置関係を規制した状態で、前記ユニットと下型枠との間にコンクリートを打設して前記基礎台を作製して製造する免震装置設置用ユニットの製造方法。   3. The method for manufacturing a seismic isolation device installing unit according to claim 2, wherein each of the metal plate pieces includes a positioning projection that can be inserted into a female screw portion that opens in each of the plurality of divided metal plate pieces. The lower mold is used to regulate the relative positional relationship between the metal plates, and the metal plate pieces of the unit are faced down so that the female screw portions of the metal plate pieces are externally fitted to the positioning projections of the lower mold frame. A method for manufacturing a unit for installing a seismic isolation device, wherein concrete is placed between the unit and a lower mold frame to manufacture and manufacture the foundation table in a state where the arrangement relationship between the pieces is regulated.
JP2004271830A 2004-09-17 2004-09-17 Seismic isolation device installation unit and method for installing and manufacturing the unit Expired - Fee Related JP4486455B2 (en)

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JP2009263948A (en) * 2008-04-24 2009-11-12 Shimizu Corp Lower part substructure of base-isolation member
JP2011214259A (en) * 2010-03-31 2011-10-27 Fujita Corp Installation structure of base plate assembly for base isolation device
JP2020016076A (en) * 2018-07-25 2020-01-30 株式会社フジタ Base isolation upper foundation structure and manufacturing method of the same
JP2022116247A (en) * 2018-07-25 2022-08-09 株式会社フジタ Method for manufacturing upper base isolation foundation structure and method for manufacturing foundation structure

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