JP2006226060A - Thermal insulating structure of building - Google Patents

Thermal insulating structure of building Download PDF

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JP2006226060A
JP2006226060A JP2005043994A JP2005043994A JP2006226060A JP 2006226060 A JP2006226060 A JP 2006226060A JP 2005043994 A JP2005043994 A JP 2005043994A JP 2005043994 A JP2005043994 A JP 2005043994A JP 2006226060 A JP2006226060 A JP 2006226060A
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heat insulating
support member
base plate
upper column
lower support
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JP4580252B2 (en
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Hideto Tanaka
秀人 田中
Takeshi Matsumoto
竹史 松本
Toshimoto Maeno
敏元 前野
Tadayoshi Nakai
唯喜 中井
Kanae Terasaka
叶 寺阪
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Takenaka Komuten Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a thermal insulating structure of a building capable of securely transmitting even large shaft force and preventing heat bridge without requiring, in particular, maintenance work. <P>SOLUTION: This thermal insulating structure of the building is constituted by providing an upper room and a lower room which have difference in indoor temperature adjacent in the vertical direction and supporting shaft force from an upper column 3 arranged in the upper room by a lower supporting member 4 arranged in the lower room. A supporting body 6 for transmitting shaft force from the upper column 3 into the lower supporting member 4 is constituted by a laminated rubber supporting body 7 constituted by laminating plate-like high hardness rubbers 7a and steel plates 7b alternately. The laminated rubber supporting body 7 is arranged between the upper column 3 and the lower supporting member 4 while it is positioned on an inner side of profile of the upper column 3 and the lower supporting member 4 when viewed in a plane and a thermal insulating material 8 is arranged around it. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、室内温度に差のある上方室と下方室が、上下方向に隣接して設けられ、前記下方室に配置された下方支持部材が、前記上方室に配置された上方柱からの軸力を支持するように構成されている建物の断熱構造に関する。   In the present invention, an upper chamber and a lower chamber having a difference in room temperature are provided adjacent to each other in the vertical direction, and a lower support member disposed in the lower chamber is provided with a shaft from an upper column disposed in the upper chamber. The present invention relates to a heat insulating structure of a building configured to support force.

このような建物としては、例えば、上方が冷蔵冷凍室で下方が通常の事務室に構成された冷蔵倉庫用の建物などがあり、その場合に問題となるのは、下方の事務室における結露の発生である。事務室における天井や壁への結露に関しては、断熱材を敷設したり埋設することで、ある程度防止することは可能であるが、例えば、下方の事務室に配置されたスラブや梁が、上方の冷蔵冷凍室に配置された上方柱からの軸力を支持するように構成されている場合、どうしても冷蔵冷凍室の上方柱から事務室のスラブや梁がヒートブリッジとなり、スラブや梁に結露が発生することになる。
このような結露の発生を防止するには、通常、梁などを断熱材で被覆する方法が採られるのであるが、非常に煩雑な断熱工事を要してコストアップを招き、断熱材による被覆必要面積が大きくなればなるほど顕著となって工期の長期化をも招くことになる。
As such a building, for example, there is a building for a refrigerated warehouse in which the upper part is a refrigerated freezer compartment and the lower part is a normal office room, and in that case, the problem is the condensation in the lower office room Occurrence. Condensation on the ceiling and walls in the office can be prevented to some extent by laying or burying insulation, but for example, slabs and beams placed in the lower office If it is configured to support the axial force from the upper column placed in the refrigerated freezer compartment, the slab or beam of the office room inevitably becomes a heat bridge from the upper column of the refrigerated refrigerator chamber, and condensation occurs on the slab or beam. Will do.
In order to prevent the occurrence of such condensation, a method of covering the beam with a heat insulating material is usually adopted, but it requires a very complicated heat insulating work, resulting in an increase in cost, and it is necessary to cover with a heat insulating material. The larger the area, the more prominent it will be and the construction period will be prolonged.

そこで、従来、上方柱とスラブとの接合部周辺に加熱用のヒータを埋設するとともに、必要な箇所に温度センサや湿度センサを設置し、その温度センサや湿度センサの検出結果に基づいて、ヒータの作動を手動または自動で制御するように構成したものが提案された(例えば、特許文献1参照)。
また、上方柱と下方のフーティングとの間に比較的熱伝導率が低くて強度のある硬質木材を介在させたり、あるいは、断熱性樹脂を使用してヒートブリッジを防止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2および3参照)。
Therefore, conventionally, a heater for heating is embedded in the vicinity of the joint between the upper column and the slab, and a temperature sensor and a humidity sensor are installed at necessary locations, and the heater is based on the detection result of the temperature sensor and the humidity sensor. A configuration has been proposed in which the operation is controlled manually or automatically (see, for example, Patent Document 1).
In addition, hard wood with relatively low thermal conductivity and strength is interposed between the upper column and the lower footing, or heat bridge is used to prevent heat bridge Are also known (see, for example, Patent Documents 2 and 3).

特開平11−294942号公報Japanese Patent Application Laid-Open No. 11-294942 特開2002−188237号公報JP 2002-188237 A 特開平10−82145号公報Japanese Patent Laid-Open No. 10-82145

しかしながら、特許文献1に記載の従来技術では、上方柱とスラブとの接合部周辺に埋設したヒータのメンテナンスが必要となるばかりか、そのヒータの作動を制御する必要があるため、ランニングコストが高くなり、しかも、故障の可能性もある。
また、特許文献2や3に記載の従来技術では、硬質木材や断熱性樹脂を介して上方からの軸力を下方へ伝達するため、比較的強度があるとは言え、硬質木材や断熱性樹脂を介して大きな軸力を下方へ伝達するには不向きであり、この点に問題がある。
However, in the prior art described in Patent Document 1, not only maintenance of the heater embedded in the vicinity of the joint between the upper column and the slab is required, but also the operation of the heater needs to be controlled, so the running cost is high. Moreover, there is a possibility of failure.
Moreover, in the prior art described in Patent Documents 2 and 3, since the axial force from above is transmitted downward through hard wood or heat insulating resin, although it is relatively strong, hard wood or heat insulating resin. It is unsuitable for transmitting a large axial force downward through the, and this has a problem.

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、特にメンテナンス作業などを必要とせず、たとえ大きな軸力であっても確実に伝達することができ、しかも、ヒートブリッジを確実に防止することのできる建物の断熱構造を提供することにある。   The present invention pays attention to such a conventional problem, and the purpose thereof is not particularly required for maintenance work, and can be reliably transmitted even with a large axial force. An object of the present invention is to provide a heat insulating structure for a building that can surely prevent the above.

本発明の第1の特徴構成は、室内温度に差のある上方室と下方室が、上下方向に隣接して設けられ、前記下方室に配置された下方支持部材が、前記上方室に配置された上方柱からの軸力を支持するように構成されている建物の断熱構造であって、前記上方柱からの軸力を前記下方支持部材に伝達する支承体が、板状の高硬度ゴムと鋼板を交互に積層した積層ゴム支承体により構成され、その積層ゴム支承体が、平面視において、前記上方柱と下方支持部材の輪郭の内側に位置し、その周囲に断熱材を配置した状態で前記上方柱と下方支持部材の間に配置されているところにある。   In the first characteristic configuration of the present invention, an upper chamber and a lower chamber having a difference in room temperature are provided adjacent to each other in the vertical direction, and a lower support member disposed in the lower chamber is disposed in the upper chamber. A heat insulating structure for a building configured to support the axial force from the upper column, and the support body for transmitting the axial force from the upper column to the lower support member is a plate-like high hardness rubber. In the state where the laminated rubber support is located inside the outline of the upper column and the lower support member in a plan view, and a heat insulating material is arranged around the laminated rubber support. Located between the upper column and the lower support member.

本発明の第1の特徴構成によれば、上方室に配置された上方柱からの軸力を下方室に配置された下方支持部材に伝達する支承体が、板状の高硬度ゴムと鋼板を交互に積層した積層ゴム支承体により構成されているので、上方柱からの軸力を所望どおりに下方支持部材へ伝達することができ、しかも、上方柱と下方支持部材との間におけるヒートブリッジを防止することができる。   According to the first characteristic configuration of the present invention, the support body for transmitting the axial force from the upper column arranged in the upper chamber to the lower support member arranged in the lower chamber is formed by using a plate-like high hardness rubber and a steel plate. Since it is constituted by laminated rubber bearings that are alternately laminated, the axial force from the upper column can be transmitted to the lower support member as desired, and a heat bridge between the upper column and the lower support member can be generated. Can be prevented.

すなわち、ヒートブリッジだけを考えれば、支承体としてブロック状の高硬度ゴムを使用することも可能であるが、その場合には、上方からの軸力によるブロック状高硬度ゴムの変形が問題となる。逆に、軸力の伝達だけを考えれば、ブロック状の鋼を使用することもできるが、当然、ヒートブリッジが問題となる。
それに対し、板状の高硬度ゴムと鋼板を交互に積層した積層ゴム支承体を使用することによって、高硬度ゴムの断熱性と強度ならびに鋼板の強度を有効に利用して、所望どおりのヒートブリッジ防止効果を得ることができるのみならず、たとえ大きな軸力であっても下方の支持部材へ確実に伝達することができる。
That is, considering only the heat bridge, it is possible to use a block-like high-hardness rubber as a support body, but in that case, deformation of the block-like high-hardness rubber due to an axial force from above becomes a problem. . On the other hand, if only the transmission of axial force is considered, block-shaped steel can be used, but naturally a heat bridge becomes a problem.
On the other hand, by using a laminated rubber bearing body in which plate-like high-hardness rubber and steel plates are laminated alternately, the heat insulation and strength of the high-hardness rubber and the strength of the steel plate are effectively used to achieve the desired heat bridge. Not only can the prevention effect be obtained, but even a large axial force can be reliably transmitted to the lower support member.

そして、その積層ゴム支承体が、平面視において、上方柱と下方支持部材の輪郭の内側に位置し、その周囲に断熱材を配置した状態で上方柱と下方支持部材の間に配置されているので、つまり、積層ゴム支承体を軸力伝達に必要な大きさに留めて、その積層ゴム支承体の周囲に断熱材を配置するので、上方柱と下方支持部材との間におけるヒートブリッジの防止も確実なものとなる。   Then, the laminated rubber bearing body is positioned between the upper column and the lower support member in a plan view, and is disposed between the upper column and the lower support member in a state where a heat insulating material is arranged around the upper column and the lower support member. So, in other words, the laminated rubber support is kept to the size necessary for axial force transmission, and a heat insulating material is arranged around the laminated rubber support so that the heat bridge between the upper column and the lower support member is prevented. Will also be certain.

本発明の第2の特徴構成は、前記上方柱と積層ゴム支承体の間にベースプレートが配置され、前記積層ゴム支承体を中心としてその周囲に前記断熱材が位置され、かつ、その断熱材より外側に複数個の高硬度ゴム製支持体が位置された状態で、これら積層ゴム支承体、断熱材、および、高硬度ゴム製支持体が、前記ベースプレートと下方支持部材の間に配置されているところにある。   According to a second characteristic configuration of the present invention, a base plate is disposed between the upper column and the laminated rubber support, the heat insulating material is positioned around the laminated rubber support, and the heat insulating material. In a state where a plurality of high-hardness rubber supports are positioned outside, the laminated rubber support, the heat insulating material, and the high-hardness rubber support are arranged between the base plate and the lower support member. By the way.

本発明の第2の特徴構成によれば、上方柱と積層ゴム支承体の間にベースプレートが配置されているので、上方柱からの軸力はベースプレートに分散されることになる。
そして、積層ゴム支承体を中心としてその周囲に断熱材が位置され、かつ、その断熱材より外側に複数個の高硬度ゴム製支持体が位置された状態で、これら積層ゴム支承体、断熱材、および、高硬度ゴム製支持体が、ベースプレートと下方支持部材の間に配置されているので、ベースプレートに分散された軸力は、主としてその中心に位置する積層ゴム支承体を介して下方支持部材へ伝達されことになる。
それに加えて、断熱材の外側に位置された複数個の高硬度ゴム製支持体も軸力の伝達に寄与するので、高硬度ゴム製支持体と積層ゴム支承体の間に位置する断熱材にはほとんど軸力が作用せず、したがって、断熱材によるヒートブリッジ防止効果は長年月にわたって維持される。
According to the second characteristic configuration of the present invention, since the base plate is disposed between the upper column and the laminated rubber support, the axial force from the upper column is distributed to the base plate.
Then, in the state where the heat insulating material is located around the laminated rubber bearing body and a plurality of high-hardness rubber supports are located outside the heat insulating material, the laminated rubber bearing body and the heat insulating material. Since the high-hardness rubber support is disposed between the base plate and the lower support member, the axial force distributed on the base plate is mainly supported by the lower support member via the laminated rubber support located at the center thereof. Will be communicated to.
In addition, a plurality of high-hardness rubber supports located outside the heat-insulating material also contribute to the transmission of axial force, so the heat-insulating material located between the high-hardness rubber support and the laminated rubber support Almost no axial force acts, so the heat bridge prevention effect by the heat insulating material is maintained for many years.

本発明の第3の特徴構成は、前記下方支持部材から突設された複数本のアンカーボルトが、前記断熱材とベースプレートを貫通して上方へ延出され、その延出端部に高硬度ゴム製座金を介してナットが螺合されて、前記ベースプレートが下方支持部材に固定されているところにある。   According to a third characteristic configuration of the present invention, a plurality of anchor bolts projecting from the lower support member are extended upward through the heat insulating material and the base plate, and a high-hardness rubber is provided at an extended end portion thereof. A nut is screwed through a washer so that the base plate is fixed to the lower support member.

本発明の第3の特徴構成によれば、下方支持部材から突設された複数本のアンカーボルトが、断熱材とベースプレートを貫通して上方へ延出され、その延出端部にナットが螺合されて、ベースプレートが下方支持部材に固定されているので、アンカーボルトとナットによって、ベースプレートとそのベースプレートの下方に位置する積層ゴム支承体や断熱材などは下方支持部材に強固に固定される。
それにもかかわらず、ナットは高硬度ゴム製座金を介してアンカーボルトに螺合されるので、アンカーボルトによるヒートブリッジも確実に抑制される。
According to the third characteristic configuration of the present invention, the plurality of anchor bolts protruding from the lower support member are extended upward through the heat insulating material and the base plate, and the nut is screwed into the extended end portion. Since the base plate is fixed to the lower support member, the base plate and the laminated rubber support body and the heat insulating material positioned below the base plate are firmly fixed to the lower support member by the anchor bolt and the nut.
Nevertheless, since the nut is screwed into the anchor bolt via the high hardness rubber washer, the heat bridge caused by the anchor bolt is also reliably suppressed.

本発明の第4の特徴構成は、前記上方柱の下端部周囲を取り囲むさや管が、前記ベースプレートから上方へ突設され、前記上方柱の下端部が、前記さや管内に位置し高硬度ゴム製シートを介して前記ベースプレート上に載置されているところにある。   According to a fourth characteristic configuration of the present invention, a sheath tube surrounding a lower end portion of the upper column protrudes upward from the base plate, and a lower end portion of the upper column is located in the sheath tube and is made of high hardness rubber. It is located on the base plate through a sheet.

本発明の第4の特徴構成によれば、上方柱の下端部周囲を取り囲むさや管が、ベースプレートから上方へ突設され、上方柱の下端部が、さや管内に位置し高硬度ゴム製シートを介してベースプレート上に載置されているので、上方柱とベースプレートとの間のヒートブリッジは高硬度ゴム製シートにより抑制され、かつ、上方柱の下端部はさや管内に位置してベースプレート上に載置されているだけなので、地震に対する制震効果も期待することができる。   According to the fourth characteristic configuration of the present invention, the sheath pipe surrounding the lower end portion of the upper column protrudes upward from the base plate, and the lower end portion of the upper column is located in the sheath tube and the high hardness rubber sheet is disposed. The heat bridge between the upper column and the base plate is suppressed by the high-hardness rubber sheet, and the lower end of the upper column is located in the sheath tube and is mounted on the base plate. Because it is only placed, it can be expected to suppress the earthquake.

本発明による建物の断熱構造につき、その実施の形態を図面に基づいて説明する。
この発明は、製薬工場、食品工場、あるいは、冷蔵倉庫用の建物のように、室内温度に差のある室が上下方向に隣接して設けられている建物を対象とする。
図1に示す例では、上方室が冷蔵冷凍室1(例えば、室温が0〜5℃程度)に構成され、下方室が通常の室、例えば、事務室2(例えば、室温が20〜25℃程度)に構成されて、上方の冷蔵冷凍室1には多数本の上方柱3が配置され、下方の事務室2にはスラブ4と梁5が配置されている。
例えば、冷蔵冷凍室1内の上方柱3は、断面が正方形の中空の鋼管により、事務室2内のスラブ4は、鉄筋コンクリートにより、梁5はH型鋼により構成されている。
An embodiment of a heat insulating structure for a building according to the present invention will be described with reference to the drawings.
The present invention is directed to a building in which rooms having a difference in room temperature are provided adjacent to each other in the vertical direction, such as a pharmaceutical factory, a food factory, or a refrigerated warehouse building.
In the example shown in FIG. 1, the upper room is configured as a refrigerated freezer room 1 (for example, room temperature is about 0 to 5 ° C.), and the lower room is a normal room, for example, office room 2 (for example, room temperature is 20 to 25 ° C.). A large number of upper pillars 3 are arranged in the upper refrigerated freezer compartment 1, and slabs 4 and beams 5 are arranged in the lower office compartment 2.
For example, the upper pillar 3 in the refrigerator compartment 1 is made of a hollow steel pipe having a square cross section, the slab 4 in the office room 2 is made of reinforced concrete, and the beam 5 is made of H-shaped steel.

事務室2に配置されたスラブ4と梁5は、冷蔵冷凍室1に配置された各上方柱3からの軸力を支持する下方支持部材として機能するもので、各上方柱3からの軸力は、支承体6を介してその下方支持部材4,5に伝達されるように構成されている。
その支承体6は、図2および図3に示すように、複数枚の板状の高硬度ゴム7aと鋼板7bを交互に積層し接着して形成された積層ゴム支承体7、硬質ウレタンフォームからなる断熱材8、および、合計4個程度の高硬度ゴム製支持体9により構成されている。支承体6と積層ゴム支承体7は、平面視においてほぼ正方形に形成され、積層ゴム支承体7を中心として、その周囲に断熱材8が位置され、さらに、断熱材8より外側の四隅に高硬度ゴム製支持体9が位置されて、それぞれが互いに接着されて支承体6が構成されている。
The slab 4 and the beam 5 arranged in the office room 2 function as a lower support member that supports the axial force from each upper column 3 arranged in the refrigerated freezing chamber 1, and the axial force from each upper column 3 Is configured to be transmitted to the lower support members 4, 5 via the support body 6.
As shown in FIGS. 2 and 3, the support body 6 includes a laminated rubber support body 7 formed by alternately laminating and adhering a plurality of plate-like high-hardness rubbers 7 a and steel plates 7 b, and a rigid urethane foam. And a total of about four high-hardness rubber supports 9. The bearing body 6 and the laminated rubber bearing body 7 are formed in a substantially square shape in plan view, and the heat insulating material 8 is positioned around the laminated rubber bearing body 7, and further, high in the four corners outside the heat insulating material 8. Hard rubber support bodies 9 are positioned and bonded to each other to form a support body 6.

このような構成の支承体6の上面には、平面視において支承体6とほぼ同面積の正方形の金属製ベースプレート10が配置され、そのベースプレート10の上面には、上方柱3の下端部周囲を取り囲む金属製のさや管11が溶接されて突設されている。そのさや管11内部のベースプレート10上面には、高硬度ゴム製シート12が、また、さや管11の内周面にも、金属製帯材13を介して高硬度ゴム製シート14が配設されている。
他方、各上方柱3の下端部には、平面視において正方形の金属製支持プレート15が溶接により取り付けられて、その支持プレート15と上方柱3の下端部が、さや管11内に位置されている。そして、上方柱3の下端部に位置する支持プレート15が、その下面との間に高硬度ゴム製シート12を介してベースプレート10上に載置され、その側面との間に高硬度ゴム製シート14を介してさや管11により保持されるとともに、さや管11の上端には、上方柱3の上方への引き抜きを防止する金属製蓋プレート16が溶接により取り付けられている。
On the upper surface of the support body 6 having such a configuration, a square metal base plate 10 having substantially the same area as that of the support body 6 in a plan view is disposed. The upper surface of the base plate 10 surrounds the lower end portion of the upper column 3. A surrounding metal sheath 11 is welded and protruded. A high hardness rubber sheet 12 is disposed on the upper surface of the base plate 10 inside the sheath tube 11, and a high hardness rubber sheet 14 is disposed on the inner peripheral surface of the sheath tube 11 via a metal strip 13. ing.
On the other hand, a square metal support plate 15 is attached to the lower end portion of each upper column 3 by welding in a plan view, and the lower end portion of the support plate 15 and the upper column 3 is positioned in the sheath tube 11. Yes. And the support plate 15 located in the lower end part of the upper pillar 3 is mounted on the base plate 10 via the high-hardness rubber sheet 12 between the lower surfaces, and the high-hardness rubber sheet between the side surfaces. A metal lid plate 16 that is held by the sheath tube 11 via 14 and prevents the upper column 3 from being pulled upward is welded to the upper end of the sheath tube 11.

ベースプレート10には、合計2個のアンカーボルト締め付け用の孔17とその締め付け用孔17に連通するボルト孔18が設けられ、下方支持部材としてスラブ4に埋設された2本のアンカーボルト19が上方へ突設され、積層ゴム支承体7の周りの断熱材8を貫通し、さらに、ボルト孔18を貫通して上方へ延出され、その延出端部が締め付け用孔17内に位置している。
そして、アンカーボルト19の延出端部に高硬度ゴム製座金20を外嵌した状態で、その延出端部にナット21が螺合されて締め付けられ、それによって、さや管11を備えたベースプレート10がスラブ4に対して強固に固定されるとともに、積層ゴム支承体7、断熱材8、高硬度ゴム製支持体9なども、スラブ4とベースプレート10の間に挟み込まれ、スラブ4に対して強固に固定されている。
なお、アンカーボルト19によるヒートブリッジは、高硬度ゴム製座金20により防止されるが、必要な場合には、ボルト孔18とアンカーボルト19との間の隙間に断熱材22を挿入することもでき、さらに、支承部6などを被覆用断熱材23により被覆することもできる。
The base plate 10 is provided with a total of two anchor bolt tightening holes 17 and bolt holes 18 communicating with the tightening holes 17, and two anchor bolts 19 embedded in the slab 4 as upper support members Protruding through the heat insulating material 8 around the laminated rubber bearing 7, and further extending upward through the bolt hole 18, with the extended end located in the tightening hole 17. Yes.
Then, in the state where the high hardness rubber washer 20 is externally fitted to the extended end portion of the anchor bolt 19, a nut 21 is screwed and tightened to the extended end portion, thereby the base plate provided with the sheath tube 11 10 is firmly fixed to the slab 4, and the laminated rubber support 7, the heat insulating material 8, and the high-hardness rubber support 9 are also sandwiched between the slab 4 and the base plate 10, It is firmly fixed.
The heat bridge caused by the anchor bolt 19 is prevented by the high hardness rubber washer 20, but if necessary, a heat insulating material 22 can be inserted into the gap between the bolt hole 18 and the anchor bolt 19. Further, the support portion 6 and the like can be covered with the covering heat insulating material 23.

このような構成の断熱構造によれば、冷蔵冷凍室1の上方柱3からの軸力は、支承体6を介して事務室2のスラブ4および梁5に伝達される。
その支承体6の中心には積層ゴム支承体7が位置し、積層ゴム支承体7は、平面視において、上方柱3や下方支持部材であるスラブ4および梁5の外側形状内、つまり、上方柱3、スラブ4、梁5の輪郭の内側に位置し、その周囲に断熱材8が位置するとともに、さらに、断熱材8の四隅に高硬度ゴム製支持体9が位置することになるので、上方柱3からの軸力は、主として積層ゴム支承体7によりスラブ4や梁5に伝達され、断熱材8は、積層ゴム支承体7と合計4個の高硬度ゴム製支持体9の間に位置して、上方柱3からの軸力を受けることはほとんどなく、ヒートブリッジ防止効果を長年月にわたって維持することができる。
According to the heat insulating structure having such a configuration, the axial force from the upper column 3 of the refrigerator compartment 1 is transmitted to the slab 4 and the beam 5 of the office room 2 through the support body 6.
A laminated rubber bearing body 7 is located at the center of the bearing body 6, and the laminated rubber bearing body 7 is in the outer shape of the upper column 3, the slab 4 as the lower support member and the beam 5 in plan view, that is, the upper side. Since the heat insulating material 8 is positioned inside the pillar 3, the slab 4, and the beam 5, the high hardness rubber support 9 is positioned at the four corners of the heat insulating material 8. The axial force from the upper column 3 is mainly transmitted to the slab 4 and the beam 5 by the laminated rubber support 7, and the heat insulating material 8 is interposed between the laminated rubber support 7 and a total of four high-hardness rubber supports 9. It is located and hardly receives the axial force from the upper pillar 3, and the heat bridge prevention effect can be maintained for many years.

〔別実施形態〕
つぎに、別の実施形態について説明するが、重複説明を避けるため、先の実施形態で説明した構成部品や同じ作用を有する構成部品については、同じ符号を付すことによりその説明を省略し、主として先の実施形態と異なる構成について説明する。
[Another embodiment]
Next, another embodiment will be described. However, in order to avoid redundant description, the same reference numerals are given to the components described in the previous embodiment and the components having the same action, and the description thereof is omitted. A configuration different from the previous embodiment will be described.

(1)先の実施形態では、ベースプレート10の上面にさや管11を突設した例を示したが、さや管11は必ずしも設ける必要はなく、その例を示したのが図4である。
この図4に示す別の実施形態では、上方柱3の下端部にベースプレート10が溶接により直接取り付けられている。そして、ベースプレート10には、合計2個のボルト孔18が設けられ、スラブ4に埋設された2本のアンカーボルト19が、積層ゴム支承体7の周りの断熱材8とボルト孔18を貫通して上方へ延出され、その延出端部に高硬度ゴム製座金20を介してナット21が螺合されて、ベースプレート10がスラブ4に固定されている。
なお、図中の3aは、上方柱3の下端部に設けられた開口で、ナット21を締め付ける際に工具などを挿入するためのものである。
(1) In the previous embodiment, an example in which the sheath tube 11 is provided on the upper surface of the base plate 10 is shown. However, the sheath tube 11 is not necessarily provided, and FIG. 4 shows an example thereof.
In another embodiment shown in FIG. 4, the base plate 10 is directly attached to the lower end of the upper column 3 by welding. The base plate 10 is provided with a total of two bolt holes 18, and the two anchor bolts 19 embedded in the slab 4 penetrate the heat insulating material 8 and the bolt holes 18 around the laminated rubber support 7. The base plate 10 is fixed to the slab 4 by the nut 21 being screwed into the extended end portion via a high hardness rubber washer 20.
In addition, 3a in a figure is an opening provided in the lower end part of the upper pillar 3, and is for inserting a tool etc. when the nut 21 is tightened.

(2)これまでの実施形態では、上方が冷蔵冷凍室1に、下方が通常の事務室2に構成された建物を例にして説明したが、逆に、上方が通常の事務室2に、下方が冷蔵冷凍室1に構成された建物にも適用可能である。
また、隣接する上下の室は、特に冷蔵冷凍室1と事務室2に限るものではなく、両室間に結露発生のおそれがあれば、いかなる種類の室間においても適用可能である。
(2) In the embodiments described so far, an example has been described in which the upper part is a refrigerated freezer room 1 and the lower part is a normal office room 2, but the upper part is a normal office room 2, on the contrary. The present invention can also be applied to a building whose lower part is configured as a refrigerated freezer compartment 1.
Adjacent upper and lower rooms are not limited to the refrigerator compartment 1 and the office room 2 and can be applied to any kind of room as long as there is a risk of condensation between the two rooms.

さらに、例えば、上方が通常の事務室2で、下方が冷蔵冷凍室1であり、下方の床を上方から吊り下げる場合、図5に示すように、冷蔵冷凍室1に配置された下方支持部材としての下方柱24の軸力を支承体6を介して事務室2の真下の柱3へ伝達されるように構成することもできる。
この図5に示す別の実施形態では、下方柱24の上端部にベースプレート10に対応する下方ベースプレート25が溶接により取り付けられ、両ベースプレート10,25の間に積層ゴム支承体7、断熱材8、および、高硬度ゴム製支持体9が挟み込まれて複数本のアンカーボルト19とナット21により固定された構成とされている。
Further, for example, when the upper office is the normal office room 2 and the lower part is the refrigerated freezer room 1 and the lower floor is suspended from above, the lower support member disposed in the refrigerated freezer room 1 as shown in FIG. The axial force of the lower column 24 can be transmitted to the column 3 directly below the office 2 via the support body 6.
In another embodiment shown in FIG. 5, a lower base plate 25 corresponding to the base plate 10 is attached to the upper end portion of the lower column 24 by welding, and the laminated rubber support 7, the heat insulating material 8, In addition, the support 9 made of high hardness rubber is sandwiched and fixed by a plurality of anchor bolts 19 and nuts 21.

建物の断熱構造を示す断面図Sectional view showing the thermal insulation structure of a building 断熱構造の詳細を示す断面図Sectional view showing details of thermal insulation structure 断熱構造の分解平面図Exploded plan view of thermal insulation structure 別の実施形態による断熱構造の詳細を示す断面図Sectional drawing which shows the detail of the heat insulation structure by another embodiment 別の実施形態による断熱構造の詳細を示す断面図Sectional drawing which shows the detail of the heat insulation structure by another embodiment

符号の説明Explanation of symbols

1 上方室
2 下方室
3 上方柱
4,5,24 下方支持部材
6 支承体
7 積層ゴム支承体
7a 板状の高硬度ゴム
7b 鋼板
8 断熱材
9 高硬度ゴム製支持体
10 ベースプレート
11 さや管
12 高硬度ゴム製シート
19 アンカーボルト
20 高硬度ゴム製座金
21 ナット
DESCRIPTION OF SYMBOLS 1 Upper chamber 2 Lower chamber 3 Upper pillar 4,5,24 Lower support member 6 Support body 7 Laminated rubber support body 7a Plate-shaped high hardness rubber 7b Steel plate 8 Heat insulating material 9 High hardness rubber support body 10 Base plate 11 Sheath tube 12 High hardness rubber sheet 19 Anchor bolt 20 High hardness rubber washer 21 Nut

Claims (4)

室内温度に差のある上方室と下方室が、上下方向に隣接して設けられ、前記下方室に配置された下方支持部材が、前記上方室に配置された上方柱からの軸力を支持するように構成されている建物の断熱構造であって、
前記上方柱からの軸力を前記下方支持部材に伝達する支承体が、板状の高硬度ゴムと鋼板を交互に積層した積層ゴム支承体により構成され、その積層ゴム支承体が、平面視において、前記上方柱と下方支持部材の輪郭の内側に位置し、その周囲に断熱材を配置した状態で前記上方柱と下方支持部材の間に配置されている建物の断熱構造。
An upper chamber and a lower chamber having a difference in room temperature are provided adjacent to each other in the vertical direction, and a lower support member disposed in the lower chamber supports an axial force from an upper column disposed in the upper chamber. The heat insulation structure of the building is configured as follows:
The bearing body for transmitting the axial force from the upper column to the lower support member is constituted by a laminated rubber bearing body in which plate-like high-hardness rubber and steel plates are alternately laminated, and the laminated rubber bearing body is in a plan view. The heat insulating structure of the building which is located inside the outline of the upper pillar and the lower support member, and is arranged between the upper pillar and the lower support member in a state where a heat insulating material is disposed around the upper pillar and the lower support member.
前記上方柱と積層ゴム支承体の間にベースプレートが配置され、前記積層ゴム支承体を中心としてその周囲に前記断熱材が位置され、かつ、その断熱材より外側に複数個の高硬度ゴム製支持体が位置された状態で、これら積層ゴム支承体、断熱材、および、高硬度ゴム製支持体が、前記ベースプレートと下方支持部材の間に配置されている請求項1に記載の建物の断熱構造。   A base plate is disposed between the upper column and the laminated rubber bearing, the thermal insulation is positioned around the laminated rubber bearing, and a plurality of high-hardness rubber supports outside the thermal insulation. 2. The heat insulating structure for a building according to claim 1, wherein the laminated rubber support, the heat insulating material, and the high hardness rubber support are disposed between the base plate and the lower support member in a state where the body is positioned. . 前記下方支持部材から突設された複数本のアンカーボルトが、前記断熱材とベースプレートを貫通して上方へ延出され、その延出端部に高硬度ゴム製座金を介してナットが螺合されて、前記ベースプレートが下方支持部材に固定されている請求項2に記載の建物の断熱構造。   A plurality of anchor bolts projecting from the lower support member extend upward through the heat insulating material and the base plate, and a nut is screwed to the extended end portion via a high-hardness rubber washer. The heat insulating structure for a building according to claim 2, wherein the base plate is fixed to a lower support member. 前記上方柱の下端部周囲を取り囲むさや管が、前記ベースプレートから上方へ突設され、前記上方柱の下端部が、前記さや管内に位置し高硬度ゴム製シートを介して前記ベースプレート上に載置されている請求項2または3に記載の建物の断熱構造。   A sheath tube that surrounds the periphery of the lower end portion of the upper column protrudes upward from the base plate, and the lower end portion of the upper column is located in the sheath tube and placed on the base plate via a high-hardness rubber sheet. The heat insulating structure for a building according to claim 2 or 3, wherein:
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011169060A (en) * 2010-02-20 2011-09-01 Sanki Sekkei Jimusho:Kk Heat insulating structure of wooden building
JP2019082096A (en) * 2017-10-31 2019-05-30 株式会社佐武 Condensation prevention method
JP7165372B1 (en) * 2022-08-04 2022-11-04 株式会社サドル Photovoltaic module support unit

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1181714A (en) * 1997-09-05 1999-03-26 Akira Tanaka Building and construction method thereof
JP2000291139A (en) * 1999-04-12 2000-10-17 Kooyoo Create:Kk Construction method for steel framework
JP2003166297A (en) * 2001-09-20 2003-06-13 Achilles Corp Base isolated heat insulation structure

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1181714A (en) * 1997-09-05 1999-03-26 Akira Tanaka Building and construction method thereof
JP2000291139A (en) * 1999-04-12 2000-10-17 Kooyoo Create:Kk Construction method for steel framework
JP2003166297A (en) * 2001-09-20 2003-06-13 Achilles Corp Base isolated heat insulation structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011169060A (en) * 2010-02-20 2011-09-01 Sanki Sekkei Jimusho:Kk Heat insulating structure of wooden building
JP2019082096A (en) * 2017-10-31 2019-05-30 株式会社佐武 Condensation prevention method
JP7165372B1 (en) * 2022-08-04 2022-11-04 株式会社サドル Photovoltaic module support unit

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