JP2007239450A - Heat insulation structure - Google Patents

Heat insulation structure Download PDF

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JP2007239450A
JP2007239450A JP2007059677A JP2007059677A JP2007239450A JP 2007239450 A JP2007239450 A JP 2007239450A JP 2007059677 A JP2007059677 A JP 2007059677A JP 2007059677 A JP2007059677 A JP 2007059677A JP 2007239450 A JP2007239450 A JP 2007239450A
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insulator
supplementary
bar
insulation structure
structure according
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JP4621224B2 (en
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Hubert Fritschi
フーベルト・フリッチ
Yasufumi Tobishima
康文 飛嶋
Noboru Ishii
登 石井
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Schoeck Bauteile GmbH
Nihon Kaiser Co Ltd
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Schoeck Bauteile GmbH
Nihon Kaiser Co Ltd
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/003Balconies; Decks
    • E04B1/0038Anchoring devices specially adapted therefor with means for preventing cold bridging

Abstract

<P>PROBLEM TO BE SOLVED: To provide a heat insulation structure which avoids excessively high static and dynamic specifications on the one hand, and avoids increase of cross sectional area of each reinforcement extending between building constructions adjacent to each other on the other hand, by employing a conventional ordinary structures and at the same time adequately increasing the number of reinforcements. <P>SOLUTION: According to the heat insulation structure, at least one supplementary insulator 14 is arranged horizontally adjacent to an insulator 12, in the same row as the insulator 12. The supplementary insulator has a supplementary tensile reinforcement 15 arranged in a lower half area thereof, for resisting an earthquake load which tensile reinforcement 15 protrudes from the supplementary insulator in the horizontal direction. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、一方が他方から突出しているような(例えば建物天井または建物壁とバルコニーのような)2つの建物構造体の間の断熱構造物であって、少なくとも、絶縁体と、該絶縁体を貫通しているとともにそれぞれ両建物構造体に接続されている補強筋とからなり、前記補強筋として、少なくとも、前記絶縁体の上側の領域に配置されているとともに前記絶縁体から、特には水平方向に、突出している引っ張り筋と、前記絶縁体の下側の領域に配置された圧縮受部とが設けられているものに関する。   The present invention is a thermal insulation structure between two building structures, one projecting from the other (such as a building ceiling or building wall and a balcony), comprising at least the insulator and the insulator And the reinforcing bars connected to both building structures, and the reinforcing bars are arranged at least in the region above the insulator and from the insulator, in particular horizontally. It is related with what is provided with the tension bar which has projected in the direction, and the compression receiving part arranged in the field below the insulator.

このような断熱構造物の所定の使用分野において、耐震性に関する厳しい規定がある。この場合、よく知られた断熱構造物は、従来、通常の要求の場合に、殆どあるいは全く問題とされていない付加的な動的負荷を吸収しなければならない。例えば、断熱構造物を、突出するバルコニープレートを支持してかつ自重並びに外部からバルコニープレートに作用する力およびモーメントを吸収できるように構成すると、例えば、断熱構造物に接する両建物構造体が、異なった強さで地震の衝撃により加速されかつ引き離されることにより、逆方向に作用する力およびモーメントが生じてしまうか、あるいは、一般的な形態で使用された下側の絶縁体領域内の圧縮筋および上側の絶縁体領域内の引っ張り筋とが単独で耐えることができない揺動運動により、突出した建物構造体が、重量の作用方向と逆に、垂直方向において上方に作用する力成分またはモーメント成分にさらされる。   There are strict regulations regarding seismic resistance in the predetermined field of use of such heat insulation structures. In this case, the well-known thermal insulation structure must absorb additional dynamic loads which are conventionally not considered to be a problem in the case of normal requirements. For example, if the heat insulating structure is configured to support the protruding balcony plate and absorb its own weight and the force and moment acting on the balcony plate from the outside, for example, both building structures contacting the heat insulating structure are different. Accelerating and pulling away due to the impact of an earthquake, resulting in forces and moments acting in the opposite direction, or compressive streaks in the lower insulator region used in general form Force component or moment component in which the protruding building structure acts upward in the vertical direction, contrary to the direction of weight action, due to the swinging motion that cannot be withstood by the tension bars in the upper insulator region alone. Exposed to.

このための方策として、補強筋の数量を断熱用部材内に大幅に増やして、各負荷作用位置またはモーメント作用位置に補強筋を配置することが挙げられるが、このような方策では、断熱構造物の材料費が著しく増大するだけでなく、断熱特性も、隣接する両建物構造体間に延びる補強筋の、相応して増大する横断面により明らかに劣化するという問題を導く。   As a measure for this, it is possible to greatly increase the number of reinforcing bars in the heat insulating member and arrange reinforcing bars at each load acting position or moment acting position. In addition to a significant increase in material costs, the insulation properties also lead to the problem that the insulation properties are clearly degraded by the correspondingly increasing cross section of the reinforcing bars extending between the two adjacent building structures.

上記実状に鑑み、本発明の課題は、従来からの普通の構造体を使用しながらも、適切な補強筋数量の増加又は1本単位の増加でもって、一方では補強筋の静的および動的な過剰スペックを回避し、他方では断熱特性を損なうことになる、隣接する両建物構造体間に延びる補強筋の横断面の増大を回避する断熱構造物を提供することにある。   In view of the above situation, the object of the present invention is to use a conventional ordinary structure, but with an appropriate increase in the number of reinforcing bars or an increase in one unit, on the other hand, the static and dynamic of reinforcing bars It is an object of the present invention to provide a heat insulating structure that avoids an increase in the cross section of the reinforcing bars extending between the two adjacent building structures, which avoids excessive excess specifications and, on the other hand, impairs the heat insulating properties.

一方が他方から突出しているような2つの建物構造体の間の断熱構造物であって、少なくとも、絶縁体と、該絶縁体を貫通しているとともにそれぞれ両建物構造体に接続されている補強手段とからなり、前記補強手段として、少なくとも、前記絶縁体の上側の領域に配置されているとともに前記絶縁体から突出している引っ張り筋と、前記絶縁体の下側の領域に配置された圧縮受部とが設けられているものにおいて、上記課題を解決するため、本発明では、前記絶縁体に水平方向で隣接して、少なくとも1つの、前記絶縁体と同列上に位置する補充絶縁体が配置されており、前記補充絶縁体は、前記補充絶縁体の下側半部の領域に地震負荷に対抗するために設けられた補充引っ張り筋を有しており、前記補充引っ張り筋は、水平方向において前記絶縁体から突出している。   A heat insulating structure between two building structures, one of which protrudes from the other, comprising at least an insulator and a reinforcement that penetrates the insulator and is connected to both building structures. The reinforcing means includes at least a tensile bar disposed in the upper region of the insulator and protruding from the insulator, and a compression receiver disposed in the lower region of the insulator. In order to solve the above problems, in the present invention, at least one supplementary insulator located on the same row as the insulator is disposed adjacent to the insulator in the horizontal direction. The supplementary insulator has a supplementary tension bar provided in the region of the lower half of the supplementary insulator to counter seismic loads, the supplementary tension line in the horizontal direction It protrudes from the serial insulator.

従来からの使用されている普通断熱構造体を、地震負荷に対抗するために設けられた、下側の絶縁体領域に補充引っ張り筋のみを有する補充絶縁体と組み合わせることにより、特に以下の利点が生じる。従来からの普通断熱構造体は、通常の静的および動的な荷重を吸収するために従来の様に使用される。従って、この普通断熱構造体と同列上に隣接する補充絶縁体は、従来の普通断熱構造体の寸法の決定と施工に関して影響を及ぼさない。このため、普通断熱構造体の設計、寸法の決定および組み込みは簡単となる。   Combining the conventional insulation structure used in the past with a supplementary insulator having only a supplementary tension bar in the lower insulator region provided to counter seismic loads has the following advantages in particular: Arise. Conventional ordinary thermal insulation structures are conventionally used to absorb normal static and dynamic loads. Therefore, the supplementary insulator adjacent to the normal heat insulation structure in the same row does not affect the determination and construction of the conventional normal heat insulation structure. This simplifies the design, dimensioning and incorporation of ordinary thermal insulation structures.

普通断熱構造体と同列上に隣接する補充絶縁体は、絶縁体の下側領域内に、地震負荷の際に発生する、この高さ領域に通常存在する圧縮受部および剪断筋を介して捕捉若しくは伝達することができない引張力を吸収するために、上記補充引っ張り筋のみを必要としている。好ましくは、普通絶縁体内に配置された引っ張り筋を、地震の場合に、上側の絶縁体半部の領域内の圧縮力伝達または剪断力伝達あるいはその両方のためにも機能させるとよい。これにより、補充絶縁体が、補充引っ張り筋以外の別の補強筋を有する必要はなくなる。これにより、補充引っ張り筋と接合された補充絶縁体は、単独では、地震負荷に対抗するためにも通常荷重のためにも十分な機能を引き受けられないこと若しくは確保できないこと、および補充絶縁体が、隣接する普通断熱構造体と一緒の場合のみ、補充絶縁体に課せられた課題を達成することができることは明白である。   Supplementary insulation adjacent to the same row as the normal insulation structure is captured in the lower region of the insulation through the compression receivers and shears that normally occur in this height region, which occurs during seismic loads. Alternatively, only the supplementary puller is needed to absorb the tensile force that cannot be transmitted. Preferably, the pulling bar, usually located in the insulator, may also function for compressive and / or shear force transmission in the region of the upper insulator half in the event of an earthquake. This eliminates the need for the supplemental insulator to have a separate reinforcement bar other than the supplementary pull bar. As a result, the supplementary insulator joined to the supplementary tensile bar alone cannot take on or secure a sufficient function for both seismic load and normal load. It is clear that the task imposed on the supplementary insulator can only be achieved when it is in conjunction with the adjacent normal insulation structure.

補充引っ張り筋に関しては、これら補充引っ張り筋は、それ自体は知られた方法であるが、棒状に構成されることが好適であり、かつ、隣接することになる建物構造体内に深く差し込みかつこれら建物構造体内で相応して良好に定着するために、補充絶縁体を介して外方へ突出させるとよい。   With respect to the supplementary tension bars, these supplementary tension bars are known per se, but are preferably constructed in the form of rods and are inserted deeply into the building structure to be adjacent and these buildings. In order to achieve a correspondingly good fixing in the structure, it may be projected outwardly via a supplementary insulator.

補充引っ張り筋は、さらに、少なくとも端面側の端部において、プレート状の負荷導入形状部を有していて、この負荷導入形状部は、特にほぼ垂直平面内において、絶縁体の平面に対して平行に延びている。つまり、負荷導入形状部の一つの形態は筋の横断方向に拡がりをもつつば状部材であり、これに力を受ける、この構成により、力導入のために必要な長さは、明らかに短縮される。これは、例えば、補充引っ張り筋のために設けられた組み込み範囲内に、補充引っ張り筋を差し込むことが許されない支持部等の別の建物構造体が存在する場合に好適である。   The supplementary pulling bar further has a plate-like load introduction shape at least at the end on the end face side, and this load introduction shape is parallel to the plane of the insulator, particularly in a substantially vertical plane. It extends to. In other words, one form of the load-introducing shape part is a rib-like member that expands in the transverse direction of the muscle, and this configuration that receives force is clearly shortening the length required for force introduction. Is done. This is suitable, for example, when there is another building structure such as a support that is not allowed to insert the supplementary pull-in bar within the installation range provided for the supplemental pull-up bar.

さらに好適な実施形態では、補充絶縁体が、2つの、水平方向の間隔をもって並置された補充引っ張り筋を有している。さらに、補充絶縁体は、2つの補充引っ張り筋のみを備えているが、これにより、補充絶縁体に課せられた課題が十分達成される。   In a further preferred embodiment, the supplemental insulator has two supplemental tension bars juxtaposed with a horizontal spacing. Furthermore, the supplementary insulator comprises only two supplementary pulling bars, so that the task imposed on the supplemental insulator is fully achieved.

補充絶縁体に隣接して水平方向に、補充絶縁体と同列の、引っ張り筋と圧縮受部とを有する第2の絶縁体が配置されるならば、普通断熱構造体の連続する列は、特に、2つの引っ張り筋のみを有する補充絶縁体の短い区分により中断される。   If a second insulator in the horizontal direction adjacent to the supplementary insulator and in the same row as the supplementary insulator and having a tension bar and a compression receiving part is arranged, the continuous row of normal insulation structures is particularly Interrupted by a short section of supplemental insulation with only two pull bars.

本発明のその他の構成要件および利点を、以下に、図示の実施例に基づいて説明する。
図1には、本発明の断熱構造物1が示されている。断熱構造物1は、従来タイプの2つの普通断熱構造体2と、地震負荷に対抗するために設けられた1つの断熱構造体3との組み合わせから成っている。普通断熱構造体2は、絶縁体12と補強手段とを有している。補強手段は、絶縁体12に配置されているとともにこの絶縁体12を貫通して絶縁体12の長手方向伸長部に対してほぼ垂直な平面内で延びており、絶縁体12からは部分的に突出している。補強手段として、図1に示す実施例の場合の普通断熱構造体2において、上側の、水平方向に延びる引っ張り筋4と、下側の、絶縁体12とほぼ同じ並びとなっている圧縮受部5と、上方から下方へ向かって、絶縁体12を通って延びているとともにこの絶縁体12の外側において垂直方向で段差をもつように湾曲した剪断筋6とが設けられている。これらの補強筋は、図1から明らかなように、所定の、個々の負荷に適応可能か若しくは適応した格子に対応して設けられている。このような断熱構造体2の絶縁体は、通常、水平方向において、補強筋の領域内で、補強筋の取り付け若しくは位置決めを容易にするために、分割されている。
Other components and advantages of the present invention will be described below based on the illustrated embodiments.
FIG. 1 shows a heat insulating structure 1 of the present invention. The heat insulating structure 1 is composed of a combination of two conventional heat insulating structures 2 of a conventional type and one heat insulating structure 3 provided to resist an earthquake load. The ordinary heat insulating structure 2 includes an insulator 12 and a reinforcing means. The reinforcing means is disposed on the insulator 12 and extends through the insulator 12 in a plane substantially perpendicular to the longitudinal extension of the insulator 12, and partially extends from the insulator 12. It protrudes. As the reinforcing means, in the ordinary heat insulating structure 2 in the embodiment shown in FIG. 1, the upper pulling bar 4 extending in the horizontal direction and the lower compression receiving portion arranged in substantially the same manner as the insulator 12. 5 and a shear line 6 that extends through the insulator 12 from the top to the bottom and is curved so as to have a step in the vertical direction outside the insulator 12. As is apparent from FIG. 1, these reinforcing bars are provided in correspondence with a grid that is adaptable or adaptable to a predetermined individual load. Such an insulator of the heat insulating structure 2 is usually divided in the horizontal direction in order to facilitate the attachment or positioning of the reinforcing bars in the region of the reinforcing bars.

2つの普通断熱構造体2の間に、補充絶縁体14が配置されている。補充絶縁体14は、隣接する絶縁体12の垂直面に合うように、断熱構造体2と同じ並びで延びており、さらに地震負荷を受けとめるために、絶縁体12の下方領域内にのみ延びる補充引っ張り筋15を有している。この補充引っ張り筋15は、普通断熱構造体2の引っ張り筋4に対して平行ではあるが、より低い高さの領域内を延びている。   A supplementary insulator 14 is arranged between the two ordinary heat insulating structures 2. The supplementary insulator 14 extends in the same row as the thermal insulation structure 2 so as to fit the vertical plane of the adjacent insulator 12 and further extends only into the lower region of the insulator 12 to accept seismic loads. It has a tension bar 15. This supplementary tension bar 15 is generally parallel to the tension bar 4 of the heat insulating structure 2 but extends in a lower height region.

図2の略示正面図には、普通断熱構造体2並びに、2つの両断熱構造体2の間に介装された、補充引っ張り筋15を有する補充絶縁体14が示されている。補充絶縁体14および補充引っ張り筋15は、地震負荷に対抗するために特別に用意された断熱構造体を形成している。   The simplified front view of FIG. 2 shows a normal insulation structure 2 as well as a supplementary insulator 14 having supplementary tension bars 15 interposed between the two thermal insulation structures 2. The supplementary insulator 14 and the supplementary tension bar 15 form a heat insulation structure specially prepared to counter seismic loads.

図2から、どのように、この地震負荷に対抗する断熱構造体に対して、引っ張り筋4、圧縮受部5および剪断筋6の形態の補強手段が設けられているかが理解できる。特に付加的な地震負荷に対抗する圧縮受部5が、別の機能をまったくかあるいは殆ど担わないのに対して、特に、引っ張り筋4は、地震の時に発生する圧縮力成分および剪断力成分を受けとめるために役立つ。この機能は、計算上少なくとも、この地震負荷に対抗する断熱構造体3に隣接して配置された引っ張り筋に限定される。   It can be seen from FIG. 2 how reinforcing means in the form of tension bars 4, compression receivers 5 and shear bars 6 are provided for the heat insulating structure against this seismic load. In particular, the compression receiver 5 that resists additional seismic loads has no or little other function, in particular, the tension bar 4 has a compressive force component and a shear force component generated during an earthquake. Help to catch. This function is limited, at least in calculation, to the pulling bars arranged adjacent to the thermal insulation structure 3 that resists this seismic load.

普通断熱構造体2の構造自体を変更せずに、地震負荷に対抗する断熱構造体3の計算と寸法を決定することは非常に簡単であり、これらの地震負荷用断熱構造体3の取り付け若しくは組み込みも、普通断熱構造体2の取り付け若しくは組み込みの後に、それぞれ1つの地震負荷用断熱構造体3を接合することにより全く簡単な方法でおこなうことができる。   It is very easy to determine the calculation and dimensions of the thermal insulation structure 3 to counter seismic load without changing the structure itself of the ordinary thermal insulation structure 2, and the installation or installation of these thermal insulation structures 3 for seismic load Assembling can also be carried out in a quite simple manner by joining one seismic load heat insulating structure 3 after the ordinary heat insulating structure 2 is attached or assembled.

要約すると、簡単な手段と、最小の付加的な装備により、普通断熱構造体2を、地震負荷に対抗するために利用できる。この場合、本発明によると、普通断熱構造体2の補強筋4は、地震負荷に対抗する断熱構造体2によって引き受けなければならないが、この課題は、簡単に少なくとも計算上は、普通断熱構造体2の隣接する補強筋15に負わせることができる。   In summary, with a simple means and minimal additional equipment, the normally insulated structure 2 can be used to counter seismic loads. In this case, according to the present invention, the reinforcing bar 4 of the normal heat insulation structure 2 must be taken over by the heat insulation structure 2 against the seismic load. 2 adjacent reinforcement bars 15 can be imposed.

本発明の断熱構造物の斜視図The perspective view of the heat insulation structure of this invention 本発明の断熱構造物の略示正面Outline of the heat insulation structure of the present invention

符号の説明Explanation of symbols

1 断熱構造物
2 普通断熱構造体
3 断熱構造体
4 引っ張り筋(補強筋)
12 絶縁体
14 補充絶縁体
15 補充引っ張り筋(補充補強筋)
DESCRIPTION OF SYMBOLS 1 Thermal insulation structure 2 Normal thermal insulation structure 3 Thermal insulation structure 4 Tensile reinforcement (reinforcement reinforcement)
12 Insulator 14 Supplement Insulator 15 Supplement Tension (Supplement Reinforcement)

Claims (9)

一方が他方から突出しているような2つの建物構造体の間の断熱構造物であって、少なくとも、絶縁体と、該絶縁体を通過しているとともにそれぞれ両建物構造体に接続されている補強手段とからなり、前記補強手段として、少なくとも、前記絶縁体の上側の領域に配置されているとともに前記絶縁体から突出している引っ張り筋と、前記絶縁体の下側の領域に配置された圧縮受部とが設けられているものにおいて、
前記絶縁体に水平方向で隣接して、少なくとも1つの、前記絶縁体と同列上に位置する補充絶縁体が配置されており、前記補充絶縁体は、この補充絶縁体の下側半部の領域に地震負荷に対して設けられた補充引っ張り筋を有しており、前記補充引っ張り筋は、水平方向において前記補充絶縁体から突出している断熱構造物。
A heat insulating structure between two building structures, one of which protrudes from the other, at least an insulator and a reinforcement that passes through the insulator and is connected to both building structures. The reinforcing means includes at least a tensile bar disposed in the upper region of the insulator and protruding from the insulator, and a compression receiver disposed in the lower region of the insulator. In what is provided with
Adjacent to the insulator in the horizontal direction, at least one supplementary insulator located on the same row as the insulator is arranged, and the supplementary insulator is a region in a lower half of the supplementary insulator. And a supplementary tensile bar provided for an earthquake load, wherein the supplementary tensile bar protrudes from the supplementary insulator in a horizontal direction.
前記絶縁体内に配置された前記引っ張り筋が、地震の場合の圧縮力伝達のために機能する請求項1に記載の断熱構造物。   The heat insulating structure according to claim 1, wherein the pulling bars arranged in the insulator function for transmitting a compressive force in the event of an earthquake. 前記絶縁体内に配置された前記引っ張り筋は、地震の場合の剪断力伝達のために機能する請求項1または2に記載の断熱構造物。   The heat insulation structure according to claim 1 or 2, wherein the pulling bars disposed in the insulator function for shear force transmission in the event of an earthquake. 前記絶縁体は、補強筋としての剪断筋を付加的に有している請求項1から3のいずれか一項に記載の断熱構造物。   The heat insulation structure according to any one of claims 1 to 3, wherein the insulator additionally has a shear bar as a reinforcing bar. 前記補充引っ張り筋は、棒状に構成されている請求項1から4のいずれか一項に記載の断熱構造物。   The heat-insulating structure according to any one of claims 1 to 4, wherein the supplementary tensile bar is configured in a bar shape. 前記補充引っ張り筋は、少なくとも端面側の端部において、プレート状の負荷導入形状部を有していて、この負荷導入形状部は前記絶縁体の平面に対して平行に延びている請求項1から5のいずれか一項に記載の断熱構造物。   2. The supplementary pulling bar has a plate-like load introduction shape portion at least at an end portion on an end face side, and the load introduction shape portion extends in parallel to a plane of the insulator. The heat insulation structure according to any one of 5. 前記絶縁体内に配置された圧縮受部は、前記絶縁体と同じ並びで配置されている請求項1から6のいずれか一項に記載の断熱構造物。   The heat insulating structure according to any one of claims 1 to 6, wherein the compression receiving portions arranged in the insulator are arranged in the same arrangement as the insulator. 前記補充絶縁体は、2つの、水平方向の間隔をもって並置された補充引っ張り筋を有している請求項1から7のいずれか一項に記載の断熱構造物。   The heat insulation structure according to any one of claims 1 to 7, wherein the supplementary insulator has two supplementary tensile bars juxtaposed at a horizontal interval. 前記補充絶縁体に隣接して水平方向に、前記補充絶縁体と同列の、引っ張り筋と圧縮受部とを有するさらなる絶縁体が配置されている請求項1から8のいずれか一項に記載の断熱構造物。   The further insulator which has a tension line and a compression receiving part of the same row as the supplementary insulator in the horizontal direction adjacent to the supplementary insulator is arranged. Thermal insulation structure.
JP2007059677A 2006-03-09 2007-03-09 Thermal insulation structure Expired - Fee Related JP4621224B2 (en)

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