JP2019015148A - Water stop structure - Google Patents

Water stop structure Download PDF

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Publication number
JP2019015148A
JP2019015148A JP2017135075A JP2017135075A JP2019015148A JP 2019015148 A JP2019015148 A JP 2019015148A JP 2017135075 A JP2017135075 A JP 2017135075A JP 2017135075 A JP2017135075 A JP 2017135075A JP 2019015148 A JP2019015148 A JP 2019015148A
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water stop
barrier
upper structure
stop plate
space
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JP7066945B2 (en
Inventor
浩 今泉
Hiroshi Imaizumi
浩 今泉
峰 伊谷
Mine Itani
峰 伊谷
修次 石川
Shuji Ishikawa
修次 石川
直哉 尾崎
Naoya Ozaki
直哉 尾崎
靖人 竹島
Yasuto Takeshima
靖人 竹島
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Takenaka Komuten Co Ltd
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Takenaka Komuten Co Ltd
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Abstract

To provide a water stop structure which is rarely broken even when applied between structures on which a large relative displacement may occur.SOLUTION: The water stop structure comprises: a lower structure 12; a seismic isolator disposed on the lower structure 12; an upper structure 16 supported by the seismic isolator; and a water stop member 30 which includes a water stop board 32 disposed between the lower structure 12 and the upper structure 16 and connected to be rotatable with respect to upper structure 16, and a seal member 34 which is fixed to the lower end of the water stop board 32 and slidable together with the lower structure 12.SELECTED DRAWING: Figure 2

Description

本発明は、止水構造に関する。   The present invention relates to a water stop structure.

下記特許文献1には、間隔を隔てて隣接する2つの建物躯体の間に設置するエキスパンションジョイントの構成が示されている。このエキスパンションジョイントにおいては、2つの建物躯体のそれぞれに、U字状に湾曲した止水板の端部を固定している。   The following Patent Document 1 shows a configuration of an expansion joint that is installed between two building structures adjacent to each other with a gap therebetween. In this expansion joint, the end of a water stop plate curved in a U-shape is fixed to each of two building housings.

特開2002−188216号公報JP 2002-188216 A

上記特許文献1のエキスパンションジョイントにおける止水板は、地震時に変形することで2つの建物躯体の相対変位に追随することができる。しかし追随できる変位には限界があり、大きな相対変位が生じた場合は止水板が損傷する可能性がある。   The water stop plate in the expansion joint of Patent Document 1 can follow the relative displacement of the two building frames by being deformed during an earthquake. However, there is a limit to the displacement that can be followed, and if a large relative displacement occurs, the water stop plate may be damaged.

本発明は上記事実を考慮して、大きな相対変位が生じる構造物間に適用しても損傷しにくい止水構造を提供することを目的とする。   In view of the above facts, an object of the present invention is to provide a waterproof structure that is not easily damaged even when applied between structures in which a large relative displacement occurs.

請求項1の止水構造は下部構造物と、前記下部構造物に設置された免震装置と、前記免震装置に支持された上部構造物と、前記下部構造物と前記上部構造物との間に設けられると共に、上端部が前記上部構造物に対して回転可能に連結された止水板と、前記止水板の下端部に固定され前記下部構造物と摺動可能なシール部材と、を備えた止水部材と、を有する。   The water stop structure of claim 1 includes a lower structure, a seismic isolation device installed in the lower structure, an upper structure supported by the seismic isolation device, the lower structure, and the upper structure. A water stop plate having an upper end rotatably connected to the upper structure, a seal member fixed to the lower end of the water stop plate and slidable with the lower structure, And a water stop member provided with.

請求項1の止水構造によると、下部構造物に設置された免震装置に上部構造物が支持されている。このため地震時には、下部構造物と上部構造物とが相対変位する。   According to the water stop structure of claim 1, the upper structure is supported by the seismic isolation device installed in the lower structure. For this reason, at the time of an earthquake, a lower structure and an upper structure are displaced relatively.

下部構造物と上部構造物との間に設けられた止水部材においては、止水板の上端部が上部構造物に対して回転可能に連結されている。このため、下部構造物と上部構造物とが上下方向に相対変位しても止水板が回転することで下部構造物及び上部構造物の変位に追随できる。このため止水部材は損傷しにくく、止水性を保持できる。   In the water stop member provided between the lower structure and the upper structure, the upper end portion of the water stop plate is rotatably connected to the upper structure. For this reason, even if the lower structure and the upper structure are relatively displaced in the vertical direction, the water stop plate rotates so that the displacement of the lower structure and the upper structure can be followed. For this reason, a water stop member cannot be damaged easily and can maintain water stop.

また止水部材の下端部には、シール部材が下部構造物と摺動可能に固定されている。このため、下部構造物と上部構造物とが横方向に相対変位しても止水部材は上部構造物と共に横方向に移動することで変位に追随できる。このため止水部材は損傷しにくく、止水性を保持できる。   A seal member is slidably fixed to the lower structure at the lower end of the water stop member. For this reason, even if the lower structure and the upper structure are relatively displaced in the lateral direction, the water stop member can follow the displacement by moving in the lateral direction together with the upper structure. For this reason, a water stop member cannot be damaged easily and can maintain water stop.

このように、請求項1の止水構造は、大きな相対変位が生じる構造物間に適用しても損傷しにくい。   Thus, even if it applies between the structures which a big relative displacement produces, the water stop structure of Claim 1 is hard to damage.

請求項2の止水構造は、前記止水部材の内側には、下端部が前記下部構造物に固定され上端部が前記上部構造物と接し、前記止水部材との間に内側空間を形成する気密部材が設けられ、前記シール部材には、前記止水部材の外側空間と前記内側空間とを連通する切欠きが設けられている。   The water stop structure according to claim 2, wherein a lower end is fixed to the lower structure and an upper end is in contact with the upper structure, and an inner space is formed between the water stop member and the water stop member. An airtight member is provided, and the seal member is provided with a notch communicating the outer space of the water stop member and the inner space.

請求項2の止水構造によると、気密部材と止水部材により上部構造物と下部構造物との間に内側空間が形成される。また、止水部材のシール部材には切欠きが設けられているため、内側空間は外側空間の大気圧とほぼ一定圧力の等圧空間となる。このため内側空間は負圧になりにくく雨が吹き込みにくい。   According to the water stop structure of claim 2, the inner space is formed between the upper structure and the lower structure by the airtight member and the water stop member. Moreover, since the notch is provided in the sealing member of the water stop member, the inner space becomes an isobaric space having a substantially constant pressure with the atmospheric pressure of the outer space. For this reason, the inner space is less likely to be negative pressure and rain is less likely to blow.

さらに、気密部材によって気密部材より屋内側の空間が気密化されるため、屋内への風雨の吹き込みが抑制され、また、屋内で発生した音が屋外へ漏れにくい。   Furthermore, since the space on the indoor side of the airtight member is airtight by the airtight member, the blowing of wind and rain into the indoor space is suppressed, and the sound generated indoors is difficult to leak to the outdoors.

請求項3の止水構造は、前記シール部材は、前記止水板の下端部に固定された台座部と、前記台座部の下面外側に固定された外側シール材と、前記台座部の下面内側に固定された内側シール材と、を備え、前記切欠きは、前記外側シール材及び前記内側シール材にそれぞれ形成され、雨水の浸入方向に対してずらして配置されている。   The water stop structure according to claim 3, wherein the seal member includes a pedestal portion fixed to a lower end portion of the water stop plate, an outer seal member fixed to an outer surface of the lower surface of the pedestal portion, and an inner surface of the lower surface of the pedestal portion The notch is formed in each of the outer seal material and the inner seal material, and is arranged so as to be shifted with respect to the rainwater intrusion direction.

請求項3の止水構造では、シール部材が外側シール材と、内側シール材の二重構成とされている。このため暴風時などに外側シール材の切欠きから外側シール材の内側へ雨が吹き込んだ場合でも、切欠きの内側に設けられた内側シール材によって、雨飛沫が内側空間へ浸入することを抑制できる。   In the water stop structure of claim 3, the sealing member has a double structure of the outer sealing material and the inner sealing material. For this reason, even if rain blows from the outer seal material notch to the inside of the outer seal material during storms, the inner seal material provided inside the notch prevents rain splashes from entering the inner space. it can.

本発明に係る止水構造は、大きな相対変位が生じる構造物間に適用しても損傷しにくい。   The water stop structure according to the present invention is not easily damaged even when applied between structures where a large relative displacement occurs.

本発明の実施形態に係る止水構造が適用された建物を示す部分立断面図である。It is a fragmentary sectional view which shows the building to which the water stop structure which concerns on embodiment of this invention was applied. 本発明の実施形態に係る止水構造を示す立断面図である。It is an elevation sectional view showing the water stop structure concerning the embodiment of the present invention. 本発明の実施形態に係る止水構造における止水部材の端部構造を示す斜視図である。It is a perspective view which shows the edge part structure of the water stop member in the water stop structure which concerns on embodiment of this invention. 図3における4−4線断面図である。FIG. 4 is a sectional view taken along line 4-4 in FIG. 本発明の実施形態に係る止水構造における止水部材のスプラッシュバリアを省略した変形例を示す立断面図である。It is an elevation sectional view showing the modification which omitted the splash barrier of the water stop member in the water stop structure concerning the embodiment of the present invention.

[第1実施形態]
(止水構造)
第1実施形態に係る止水構造は、図1に示すように、下部構造物12と、下部構造物12に設置された免震装置14と、免震装置14に支持された上部構造物16と、を備えた建物10の外周部において、下部構造物12と上部構造物16との間に設けられる等圧止水構造である。
[First Embodiment]
(Water stop structure)
As shown in FIG. 1, the water stop structure according to the first embodiment includes a lower structure 12, a seismic isolation device 14 installed in the lower structure 12, and an upper structure 16 supported by the seismic isolation device 14. In the outer peripheral part of the building 10 equipped with these, it is the isobaric water stop structure provided between the lower structure 12 and the upper structure 16.

(下部構造物)
下部構造物12は、建物10における建物本体である。下部構造物12の外周部には、免震装置14が設置された支持面12Aから立ち上がり部12Bが立設され、立ち上がり部12Bの頂部には笠木部12Cが形成されている。笠木部12Cには、建物10の屋内側(図1の矢印IN側)から屋外側(図1の矢印OUT側)へ向かって下向きに傾斜する水勾配(水平面に対する角度θ1の勾配)が設けられ、表面がアルミパネルで仕上げられている。
(Substructure)
The lower structure 12 is a building body in the building 10. On the outer peripheral portion of the lower structure 12, a rising portion 12B is erected from the support surface 12A on which the seismic isolation device 14 is installed, and a headboard portion 12C is formed on the top of the rising portion 12B. The headboard portion 12C is provided with a water gradient (gradient at an angle θ1 with respect to the horizontal plane) inclined downward from the indoor side (arrow IN side in FIG. 1) to the outdoor side (arrow OUT side in FIG. 1) of the building 10. The surface is finished with an aluminum panel.

(上部構造物)
上部構造物16は、建物10における大屋根である。上部構造物16の外周部には、下部構造物12の笠木部12Cと対向する位置に、屋根本体16Aから下向きに突設された垂れ壁部16Bが形成されている。この垂れ壁部16Bは、笠木部12Cと離間して配置されており、垂れ壁部16Bと笠木部12Cとの間に、後述する止水部材30及び気密部材40が設置されている。なお、止水部材30及び気密部材40は、上部構造物16の荷重を支持するものではない。
(Superstructure)
The upper structure 16 is a large roof in the building 10. A drooping wall portion 16 </ b> B projecting downward from the roof main body 16 </ b> A is formed on the outer peripheral portion of the upper structure 16 at a position facing the headboard portion 12 </ b> C of the lower structure 12. The drooping wall portion 16B is spaced apart from the headboard portion 12C, and a water stop member 30 and an airtight member 40 described later are installed between the drooping wall portion 16B and the headboard portion 12C. The water stop member 30 and the airtight member 40 do not support the load of the upper structure 16.

(軸受け)
図2に示すように、垂れ壁部16Bの屋外側、すなわち上部構造物16の外周沿いの下面には、軸受け20が固定されている。詳しくは後述するが、軸受け20には止水板32が回転可能に連結されている。
(bearing)
As shown in FIG. 2, a bearing 20 is fixed to the outdoor side of the hanging wall portion 16 </ b> B, that is, the lower surface along the outer periphery of the upper structure 16. As will be described in detail later, a water stop plate 32 is rotatably connected to the bearing 20.

(止水部材)
図2に示すように、下部構造物12における笠木部12Cと上部構造物16における垂れ壁部16Bとの間には、止水部材30が設けられている。止水部材30は、軸受け20に対して回転可能に連結された止水板32と、止水板32の下端部に回転可能に連結され、笠木部12Cと摺動可能なシール部材34と、を備えている。
(Water stop member)
As shown in FIG. 2, a water stop member 30 is provided between the headboard portion 12 </ b> C in the lower structure 12 and the hanging wall portion 16 </ b> B in the upper structure 16. The water stop member 30 is rotatably connected to the bearing 20, the water stop plate 32 is rotatably connected to the lower end of the water stop plate 32, and the seal member 34 is slidable with the headboard 12 </ b> C. It has.

止水板32は、アルミの押し出し加工によって成形された部材を組み合わせて形成されており、中空部32VにグラスウールGが充填されている。なお、グラスウールGは、垂れ壁部16Bにも敷設されており、建物10の遮音性及び断熱性が高められている。   The water stop plate 32 is formed by combining members formed by extrusion of aluminum, and glass wool G is filled in the hollow portion 32V. The glass wool G is also laid on the hanging wall portion 16B, and the sound insulation and heat insulation properties of the building 10 are enhanced.

図3に示すように、止水板32の上端部には凹部32Uが形成されている。さらに止水板32の上端部に沿って、凹部32Uへ開口する貫通孔32UHが設けられている。   As shown in FIG. 3, a recess 32 </ b> U is formed at the upper end portion of the water stop plate 32. Furthermore, a through hole 32UH that opens to the recess 32U is provided along the upper end portion of the water stop plate 32.

図3に矢印Mで示すように、止水板32は、凹部32Uが軸受け20に係合するように配置される。そして、軸受け20に形成された貫通孔20H及び止水板32に形成された貫通孔32UHへ軸体22が挿通されることにより、止水板32は軸受け20に対して回転可能に連結される。   As indicated by an arrow M in FIG. 3, the water stop plate 32 is disposed so that the concave portion 32 </ b> U engages with the bearing 20. The shaft body 22 is inserted into the through hole 20H formed in the bearing 20 and the through hole 32UH formed in the water stop plate 32, whereby the water stop plate 32 is rotatably connected to the bearing 20. .

なお、止水板32の凹部32Uは、止水板32の延設方向(W方向)に沿って少なくとも2箇所以上設けることが好ましい。また、軸受け20は凹部32Uの箇所数と等しい個数設けられる。   In addition, it is preferable to provide the recessed part 32U of the water stop plate 32 at least two places along the extending direction (W direction) of the water stop plate 32. Further, the number of bearings 20 equal to the number of the concave portions 32U is provided.

止水板32の下端部には上端部と同様に、凹部32Dと、凹部32Dへ開口する貫通孔32DHとが設けられている。この凹部32Dには、後述するシール部材34の軸受け35が係合されている。また、軸受け35に形成された貫通孔35H及び止水板32の貫通孔32DHには軸体22が挿通されている。これにより、シール部材34が止水板32の下端部に回転可能に連結されている。   Similar to the upper end, the lower end of the water stop plate 32 is provided with a recess 32D and a through hole 32DH opening to the recess 32D. A bearing 35 of a seal member 34 to be described later is engaged with the recess 32D. Further, the shaft body 22 is inserted into the through hole 35 </ b> H formed in the bearing 35 and the through hole 32 </ b> DH of the water stop plate 32. Thereby, the seal member 34 is rotatably connected to the lower end portion of the water stop plate 32.

シール部材34は、止水板32の下端部に回転可能に連結され止水板32の外側(矢印OUT側)及び内側(矢印IN側)へ張出した台座部34Aと、台座部34Aの下面外側に固定されたゴム製のレインバリア34Bと、台座部34Aの下面内側に固定されたゴム製のスプラッシュバリア34Cと、を備えている。   The seal member 34 is rotatably connected to the lower end portion of the water stop plate 32 and extends to the outside (arrow OUT side) and the inside (arrow IN side) of the water stop plate 32, and the lower surface outside of the base portion 34A. And a rubber rain barrier 34C fixed to the lower surface of the pedestal portion 34A, and a rubber splash barrier 34C.

レインバリア34B、スプラッシュバリア34Cは、後述する切欠きBV、CVが形成された部分を除き、台座部34Aの略全長に亘って設置されている。また、レインバリア34B、スプラッシュバリア34Cは、台座部34Aの下面から突出した部分の断面が半円形状とされ、例えば矩形状の場合と比較して下部構造物12の笠木部12Cに接する面積が少ない。このため笠木部12Cに対する摩擦が小さく、笠木部12Cの上を摺動しやすい。   The rain barrier 34B and the splash barrier 34C are installed over substantially the entire length of the pedestal portion 34A except for portions where notches BV and CV described later are formed. In addition, the rain barrier 34B and the splash barrier 34C have a semicircular cross section at a portion protruding from the lower surface of the pedestal portion 34A, and have an area in contact with the headboard 12C of the lower structure 12 as compared to a rectangular shape, for example. Few. For this reason, the friction with respect to the coping part 12C is small, and it is easy to slide on the coping part 12C.

台座部34Aの上面には、軸受け35が固定されている。この軸受け35と止水板32の凹部32Dとが係合して、台座部34Aが止水板32の下端部に回転可能に連結されている。これにより台座部34Aは、止水板32の笠木部12Cに対する角度に関わらず笠木部12Cと略平行になるように配置される。これにより、レインバリア34B、スプラッシュバリア34Cが笠木部12Cに接した状態を保持できる。   A bearing 35 is fixed to the upper surface of the pedestal portion 34A. The bearing 35 and the recessed portion 32 </ b> D of the water stop plate 32 are engaged, and the pedestal portion 34 </ b> A is rotatably connected to the lower end portion of the water stop plate 32. Accordingly, the pedestal portion 34A is disposed so as to be substantially parallel to the headboard portion 12C regardless of the angle of the water stop plate 32 with respect to the headboard portion 12C. Thereby, the state where the rain barrier 34B and the splash barrier 34C are in contact with the headboard 12C can be maintained.

(ジョイントカバー)
図3に示すように、止水板32の延設方向(W方向)における一方の端部、台座部34Aの延設方向(W方向)における一方の端部には、それぞれゴム製のジョイントカバー32J、34Jが固定されている。また、止水板32の他端部、台座部34Aの他端部には、ジョイントカバー32J、34Jは設置されていない。
(Joint cover)
As shown in FIG. 3, a rubber joint cover is provided at one end in the extending direction (W direction) of the water stop plate 32 and one end in the extending direction (W direction) of the pedestal 34A. 32J and 34J are fixed. Further, the joint covers 32J and 34J are not installed at the other end of the water stop plate 32 and the other end of the pedestal 34A.

図4に示すように、互いに隣接する止水板32同士は、一方の止水板32におけるジョイントカバー32Jに、他方の止水板32が挿入された状態で配置されている。また、互いに隣接するシール部材34における台座部34A同士は、一方の台座部34Aに固定されたジョイントカバー34Jの端部が、他方の台座部34Aに押し付けられた状態で配置されている。   As shown in FIG. 4, the water stop plates 32 adjacent to each other are arranged in a state where the other water stop plate 32 is inserted into the joint cover 32 </ b> J of the one water stop plate 32. Further, the pedestal portions 34A of the seal members 34 adjacent to each other are arranged in a state where the end portion of the joint cover 34J fixed to one pedestal portion 34A is pressed against the other pedestal portion 34A.

(切欠き)
図3に示すように、レインバリア34B、スプラッシュバリア34Cには、それぞれ切欠きBV、CVが形成されている。切欠きBVは、屋外空間OA(止水部材30の外側空間)と、レインバリア34B及びスプラッシュバリア34Cで挟まれた止水空間BAと、を連通している。また切欠きCVは、止水部材30の内側空間(後述する緩衝空間MA)と止水空間BAとを連通している。また、切欠きBV、CVは、台座部34Aの延設方向(W方向)において互いに異なる位置に設けられ、雨水の浸入方向に対してずらして配置されている。
(Notch)
As shown in FIG. 3, notches BV and CV are formed in the rain barrier 34B and the splash barrier 34C, respectively. The notch BV communicates the outdoor space OA (the outer space of the water stop member 30) and the water stop space BA sandwiched between the rain barrier 34B and the splash barrier 34C. The notch CV communicates the inner space (buffer space MA described later) of the water stop member 30 with the water stop space BA. Further, the notches BV and CV are provided at different positions in the extending direction (W direction) of the pedestal portion 34A, and are shifted from the rainwater intrusion direction.

(気密部材)
図2に示すように、下部構造物12における笠木部12Cと上部構造物16における垂れ壁部16Bとの間で、かつ、止水部材30の内側(屋内側)には、気密部材40が設けられている。気密部材40は、下部構造物12の笠木部12Cに固定された台座部42に、弾性変形可能な発泡ゴム製のウインドバリア44(外側のウインドバリア44A、内側のウインドバリア44B)の下端部を固定して形成されている。ウインドバリア44A、44Bの上端部は、上部構造物16の垂れ壁部16Bの下端面と接して配置され、固着されていない。
(Airtight member)
As shown in FIG. 2, an airtight member 40 is provided between the head portion 12 </ b> C of the lower structure 12 and the hanging wall portion 16 </ b> B of the upper structure 16 and inside the water stop member 30 (indoor side). It has been. The hermetic member 40 has a pedestal portion 42 fixed to the headboard portion 12C of the lower structure 12 and a lower end portion of an elastically deformable foam rubber wind barrier 44 (outer wind barrier 44A, inner wind barrier 44B). It is fixed and formed. The upper end portions of the wind barriers 44A and 44B are arranged in contact with the lower end surface of the hanging wall portion 16B of the upper structure 16 and are not fixed.

なお、「接して配置」とは、常時微振動や風荷重によって下部構造物12と上部構造物16とが相対移動する平常時の状況下において、ウインドバリア44A、44Bが垂れ壁部16Bから押圧されて圧縮されている状態や、ウインドバリア44A、44Bと垂れ壁部16Bとの間に隙間が空いている状態を含む。   Note that “disposed in contact” means that the wind barriers 44A and 44B are pressed from the drooping wall portion 16B under a normal condition in which the lower structure 12 and the upper structure 16 are relatively moved by a slight vibration or wind load. And a state in which the gap is open between the wind barriers 44A and 44B and the drooping wall portion 16B.

気密部材40の内側は建物10の屋内空間IAであり、気密部材40の外側、すなわち止水部材30と気密部材40との間には、緩衝空間MAが形成される。   The inside of the airtight member 40 is an indoor space IA of the building 10, and a buffer space MA is formed outside the airtight member 40, that is, between the water stop member 30 and the airtight member 40.

(作用・効果)
本実施形態に係る建物10では、図1に示すように、下部構造物12に設置された免震装置14に上部構造物16が支持されている。このため地震時には、図1に2点鎖線で示すように、下部構造物12と上部構造物16とが横方向に相対変位する。また縦揺れ時には、下部構造物12と上部構造物16とが上下方向に相対変位する。
(Action / Effect)
In the building 10 according to the present embodiment, as shown in FIG. 1, the upper structure 16 is supported by the seismic isolation device 14 installed in the lower structure 12. For this reason, at the time of an earthquake, as shown by a two-dot chain line in FIG. 1, the lower structure 12 and the upper structure 16 are relatively displaced in the lateral direction. Further, at the time of pitching, the lower structure 12 and the upper structure 16 are relatively displaced in the vertical direction.

本実施形態に係る止水構造では、図2に示すように、止水部材30の止水板32が、上部構造物16に固定された軸受け20及びシール部材34の軸受け35に回転可能に連結されている。   In the water stop structure according to the present embodiment, as shown in FIG. 2, the water stop plate 32 of the water stop member 30 is rotatably connected to the bearing 20 fixed to the upper structure 16 and the bearing 35 of the seal member 34. Has been.

このため、下部構造物12と上部構造物16とが上下方向に相対変位しても、止水部材30が軸受け20及び軸受け35に対して回転することで、下部構造物12及び上部構造物16の変位に追随できる。このため止水部材30は損傷しにくい。   For this reason, even if the lower structure 12 and the upper structure 16 are relatively displaced in the vertical direction, the water stop member 30 rotates with respect to the bearing 20 and the bearing 35, thereby the lower structure 12 and the upper structure 16. It can follow the displacement of. For this reason, the water stop member 30 is hard to be damaged.

またシール部材34におけるレインバリア34B及びスプラッシュバリア34Cが、下部構造物12の笠木部12Cに対して摺動可能とされている。このため、下部構造物12と上部構造物16とが横方向に相対変位しても、止水部材30は上部構造物16と共に横方向に移動することで変位に追随できる。このため止水部材30は損傷しにくい。このように、本実施形態に係る止水部材30は、大きな相対変位が生じる構造物間に適用しても損傷しにくい。   Further, the rain barrier 34 </ b> B and the splash barrier 34 </ b> C in the seal member 34 are slidable with respect to the headboard 12 </ b> C of the lower structure 12. For this reason, even if the lower structure 12 and the upper structure 16 are relatively displaced in the lateral direction, the water stop member 30 can follow the displacement by moving in the lateral direction together with the upper structure 16. For this reason, the water stop member 30 is hard to be damaged. Thus, the water stop member 30 according to the present embodiment is not easily damaged even when applied between structures where a large relative displacement occurs.

また、気密部材40におけるウインドバリア44は発泡ゴム製のため、下部構造物12と上部構造物16とが上下方向(近づく方向)に相対変位した際には弾性変形し、損傷しにくい。また、下部構造物12と上部構造物16とが上下方向(離れる方向)又は横方向に相対変位しても、ウインドバリア44の上端部は上部構造物16と固着されていないため引っ張られないので損傷しにくい。このように、本実施形態に係る気密部材40は、大きな相対変位が生じる構造物間に適用しても損傷しにくい。   Further, since the window barrier 44 in the airtight member 40 is made of foamed rubber, when the lower structure 12 and the upper structure 16 are relatively displaced in the vertical direction (direction approaching), they are elastically deformed and hardly damaged. Further, even if the lower structure 12 and the upper structure 16 are relatively displaced in the vertical direction (separating direction) or the lateral direction, the upper end portion of the wind barrier 44 is not fixed to the upper structure 16 and thus is not pulled. Hard to damage. Thus, the airtight member 40 according to the present embodiment is not easily damaged even when applied between structures where a large relative displacement occurs.

本実施形態に係る止水構造の止水性は、以下のようにして確保される。まず止水部材30の止水板32が屋外空間OAから緩衝空間MAへの雨水の吹込みを抑制する。図3に示すように、隣り合う止水板32の端部同士はジョイントカバー32Jで連結されているため、この連結部から雨水は浸入しにくい。   The water stoppage of the waterstop structure according to the present embodiment is ensured as follows. First, the water stop plate 32 of the water stop member 30 suppresses the blowing of rainwater from the outdoor space OA to the buffer space MA. As shown in FIG. 3, since the ends of the water blocking plates 32 adjacent to each other are connected by a joint cover 32J, rainwater hardly enters from this connecting portion.

また、止水板32の下端部には、シール部材34が連結されている。シール部材34には、止水板32の外側及び内側へ張出した台座部34Aが設けられ、台座部34Aの下面外側に、レインバリア34Bが設けられている。このレインバリア34Bによって、緩衝空間MAへの雨水の吹込みが抑制される。   Further, a sealing member 34 is connected to the lower end portion of the water stop plate 32. The seal member 34 is provided with a pedestal portion 34A extending outward and inward of the water blocking plate 32, and a rain barrier 34B is provided outside the lower surface of the pedestal portion 34A. The rain barrier 34B prevents rainwater from being blown into the buffer space MA.

なお、レインバリア34Bには切欠きBVが設けられている。この切欠きBVから止水空間BAへ雨飛沫が浸入した場合、この雨飛沫は、図3に一点鎖線WTで示したように、台座部34Aの下面内側に設けられたスプラッシュバリア34Cによって緩衝空間MAへの浸入が抑制される。スプラッシュバリア34Cの切欠きCVは、台座部34Aの延設方向(W方向)において切欠きBVと異なる位置に設けられているため、切欠きBVから止水空間BAへ浸入した雨飛沫は、切欠きCVを抜けて緩衝空間MAへ浸入しにくい。   The rain barrier 34B is provided with a notch BV. When rain splash enters from the notch BV into the still water space BA, the rain splash is buffered by the splash barrier 34C provided inside the lower surface of the pedestal portion 34A, as indicated by a one-dot chain line WT in FIG. Intrusion into MA is suppressed. Since the notch CV of the splash barrier 34C is provided at a position different from the notch BV in the extending direction (W direction) of the pedestal portion 34A, the rain splash that has entered the water stop space BA from the notch BV It is difficult to enter the buffer space MA through the missing CV.

緩衝空間MAは、止水部材30と気密部材40との間に形成された空間であるが、図3に一点鎖線ARで示すように、切欠きBV、CVにより屋外空間OAと連通されている。このため、緩衝空間MAの圧力は大気圧とほぼ等しく、負圧になりにくい(所謂等圧空間)。このため緩衝空間MAへ雨が吹き込みにくい。   The buffer space MA is a space formed between the water stop member 30 and the airtight member 40, and is communicated with the outdoor space OA by notches BV and CV as shown by a one-dot chain line AR in FIG. . For this reason, the pressure in the buffer space MA is almost equal to the atmospheric pressure, and is unlikely to become a negative pressure (so-called isobaric space). For this reason, it is difficult for rain to blow into the buffer space MA.

さらに図2に示すように、気密部材40によって屋内空間IAが気密化されるため、屋内空間IAへの風雨の吹き込みが抑制される。また、気密部材40のウインドバリア44は、2重に配置されている(ウインドバリア44A、44B)ため気密性が高い。また、ウインドバリア44は発泡ゴムで形成されており屋内で発生した音が屋外へ漏れにくい。   Further, as shown in FIG. 2, since the indoor space IA is airtight by the airtight member 40, blowing of wind and rain into the indoor space IA is suppressed. Further, since the wind barrier 44 of the hermetic member 40 is doubled (wind barriers 44A and 44B), the hermeticity is high. Further, the wind barrier 44 is made of foamed rubber, so that sounds generated indoors are difficult to leak to the outdoors.

[第2実施形態]
第1実施形態に係る止水部材30では、止水板32の下端部に、台座部34Aを介してシール部材34(レインバリア34B及びスプラッシュバリア34C)を固定しているが、第2実施形態に係る止水部材50では、止水板52に、シール部材としてのゴム製のレインバリア54を直接固定している。このレインバリア54には、屋外空間OAと緩衝空間MAとを連通する切欠き(不図示)が設けられている。
[Second Embodiment]
In the water stop member 30 according to the first embodiment, the seal member 34 (rain barrier 34B and splash barrier 34C) is fixed to the lower end portion of the water stop plate 32 via a pedestal portion 34A, but the second embodiment. In the water stop member 50 according to the above, a rubber rain barrier 54 as a seal member is directly fixed to the water stop plate 52. The rain barrier 54 is provided with a notch (not shown) that communicates the outdoor space OA and the buffer space MA.

止水板52は、下端部が屋外側に向かって湾曲し、下端部の屋外側側面が凹曲面となり、屋内側側面が凸曲面となっている。レインバリア54は、この凸曲面部分に固定されて笠木部12Cと接触している。   The water stop plate 52 has a lower end curved toward the outdoor side, an outdoor side surface at the lower end is a concave curved surface, and an indoor side surface is a convex curved surface. The rain barrier 54 is fixed to the convex curved surface portion and is in contact with the headboard 12C.

また、止水板52の上端部は、上部構造物16の垂れ壁部16Bとの間に幅Hの隙間を空けて配置され、この隙間に止水板52の上端部から上向きに突出した調整板56が配置されている。調整板56の突出高さは隙間の幅Hより小さく形成されており、止水板52が軸体22を中心に回転しても上部構造物16と衝突しない。また、この突出高さを調整することで、緩衝空間MAの圧力が大気圧に対して負圧になりにくいように調整されている。   Further, the upper end portion of the water stop plate 52 is disposed with a gap having a width H between the upper wall 16B and the hanging wall portion 16B of the upper structure 16, and the adjustment projecting upward from the upper end portion of the water stop plate 52 into this gap. A plate 56 is arranged. The protruding height of the adjustment plate 56 is formed to be smaller than the width H of the gap, and does not collide with the upper structure 16 even if the water stop plate 52 rotates around the shaft body 22. Further, by adjusting the protruding height, the pressure of the buffer space MA is adjusted so as not to be negative with respect to the atmospheric pressure.

なお、調整板56の突出高さを、止水板52の回転を妨げない程度に大きくして幅Hとほぼ同一とし、調整板56に切欠きを形成してもよい。あるいは、調整板56の突出高さを幅Hより小さくし、さらに切欠きを形成してもよい。このようにしても、緩衝空間MAの圧力を調整できる。   In addition, the protrusion height of the adjustment plate 56 may be increased to an extent that does not hinder the rotation of the water stop plate 52 so as to be substantially the same as the width H, and a cutout may be formed in the adjustment plate 56. Alternatively, the protruding height of the adjustment plate 56 may be made smaller than the width H, and further a notch may be formed. Even in this way, the pressure of the buffer space MA can be adjusted.

第2実施形態に係る止水構造によると、調整板56により緩衝空間MAの圧力を調整し、大気圧に対して負圧にならないようにできる。このため緩衝空間MAに雨が吹き込むことを抑制できる。これにより、スプラッシュバリアを備えないが、止水効果を得ることができる。スプラッシュバリアを設けないことで、止水部材50の構成を、止水部材30の構成と比較して簡略化できる。   According to the water stop structure according to the second embodiment, the pressure of the buffer space MA can be adjusted by the adjusting plate 56 so that the pressure does not become negative with respect to the atmospheric pressure. For this reason, it can suppress that rain blows into buffer space MA. Thereby, although a splash barrier is not provided, the water stop effect can be acquired. By not providing the splash barrier, the configuration of the water stop member 50 can be simplified as compared with the configuration of the water stop member 30.

また調整板56は、地震時に下部構造物12と上部構造物16とが相対変位すると、軸体22を中心に回転する。この際、調整板56と上部構造物16との隙間が広がる。このため、例えば緩衝空間MAの体積が急に大きくなっても、緩衝空間MAは負圧になりにくい。   The adjustment plate 56 rotates about the shaft body 22 when the lower structure 12 and the upper structure 16 are relatively displaced during an earthquake. At this time, a gap between the adjustment plate 56 and the upper structure 16 is widened. For this reason, for example, even if the volume of the buffer space MA suddenly increases, the buffer space MA is unlikely to become negative pressure.

なお、第2実施形態の止水構造においても、第1実施形態と同様に、止水板52の上端部と、上部構造物16との隙間の幅Hを小さくして、調整板56を設けない構成にすることもできる。この場合、屋外空間OAと緩衝空間MAとの隙間部分を通る空気量が少なくなるため、緩衝空間MAの圧力は調整しにくくなる。しかし、例えば緩衝空間MAの体積が常時微振動によって変化する体積に比べて十分に大きい場合などは、緩衝空間MAは負圧になりにくいため、そもそも雨が吹き込みにくい。   In the water stop structure of the second embodiment, as in the first embodiment, the adjustment plate 56 is provided by reducing the width H of the gap between the upper end portion of the water stop plate 52 and the upper structure 16. It can also be configured without. In this case, since the amount of air passing through the gap between the outdoor space OA and the buffer space MA decreases, it is difficult to adjust the pressure in the buffer space MA. However, for example, when the volume of the buffer space MA is sufficiently larger than the volume that is constantly changed by microvibration, the buffer space MA is unlikely to become negative pressure, so rain is hardly blown in the first place.

[変形例]
第1実施形態に係る止水構造における止水部材30では、スプラッシュバリア34Cが台座部34Aの略全長に亘って設置されているが、本発明の実施形態はこれに限らない。つまり、スプラッシュバリア34Cはレインバリア34Bの切欠きBVから止水空間BAに浸入した雨飛沫を緩衝空間MAへ浸入させない、又は浸入させにくいものであればよく、一例として図4に角度θ2で示された領域(切欠きBVを平面視した角部を結んだ対角線に挟まれる範囲)に亘って設置すればよい。第2実施形態においても同様である。
[Modification]
In the water stop member 30 in the water stop structure according to the first embodiment, the splash barrier 34C is installed over substantially the entire length of the pedestal portion 34A, but the embodiment of the present invention is not limited thereto. In other words, the splash barrier 34C may be any as long as it prevents rain droplets that have entered the water stop space BA from the notch BV of the rain barrier 34B from entering the buffer space MA or is difficult to enter. What is necessary is just to install over the area | region (the range pinched | interposed into the diagonal line which connected the corner | angular part which planarly viewed the notch BV). The same applies to the second embodiment.

また、第1実施形態に係る止水構造が適用される建物10においては、下部構造物12の笠木部12Cの表面がアルミパネルで仕上げられているが、本発明の実施形態はこれに限らない。例えば亜鉛めっき鋼板やステンレスなどで形成してもよい。止水部材30、気密部材40の台座部42を形成する材料についても同様である。第2実施形態においても同様である。   Moreover, in the building 10 to which the water stop structure which concerns on 1st Embodiment is applied, although the surface of the coping part 12C of the lower structure 12 is finished with the aluminum panel, embodiment of this invention is not restricted to this. . For example, you may form with a galvanized steel plate or stainless steel. The same applies to the material forming the pedestal portion 42 of the water blocking member 30 and the airtight member 40. The same applies to the second embodiment.

なお、笠木部12C、軸受け20、止水部材30(止水部材50)、気密部材40を形成する材料の選定にあたっては、電食を避けるため同一の材質を採用することが好ましい。また、笠木部12Cについては、レインバリア34B(レインバリア54)、スプラッシュバリア34Cとの摩擦力を小さくするため、表面にフッ素樹脂コーティングを施すとさらに好ましい。   In selecting the materials for forming the headboard portion 12C, the bearing 20, the water stop member 30 (water stop member 50), and the airtight member 40, it is preferable to use the same material in order to avoid electrolytic corrosion. Further, it is more preferable that the cap portion 12C is coated with a fluororesin on the surface in order to reduce the frictional force with the rain barrier 34B (rain barrier 54) and the splash barrier 34C.

また、レインバリア34B(レインバリア54)、スプラッシュバリア34Cはゴム製としたが、これをフッ素樹脂で構成することもできる。これにより、レインバリア34B、スプラッシュバリア34Cは笠木部12Cに対して滑りやすくなる。   Moreover, although the rain barrier 34B (rain barrier 54) and the splash barrier 34C are made of rubber, they may be made of a fluororesin. Thereby, the rain barrier 34B and the splash barrier 34C are easily slipped with respect to the headboard 12C.

また、笠木部12Cには水勾配がつけられているが、この勾配角度θ1は自由に設定することができ、例えばθ1=0°として、笠木部12Cを水平に形成してもよい。   Further, although the headboard portion 12C has a water gradient, the slope angle θ1 can be freely set. For example, the headboard portion 12C may be formed horizontally by setting θ1 = 0 °.

また、第1実施形態における止水部材30の止水板32の中空部にはグラスウールGを充填したが、本発明の実施形態はこれに限らない。例えば金属塊などを固定して止水部材30を重くしてもよい。止水部材30を重くすることで、レインバリア34B、スプラッシュバリア34Cが笠木部12Cへ押し付けられるため、平常時に止水部材30が動きにくい。第2実施形態における止水部材50についても同様である。   Moreover, although the glass wool G was filled in the hollow part of the water stop plate 32 of the water stop member 30 in 1st Embodiment, embodiment of this invention is not restricted to this. For example, the water blocking member 30 may be made heavy by fixing a metal lump or the like. By making the water stop member 30 heavy, the rain barrier 34B and the splash barrier 34C are pressed against the headboard portion 12C, so that the water stop member 30 does not move normally. The same applies to the water stop member 50 in the second embodiment.

また、レインバリア34B、スプラッシュバリア34Cを笠木部12Cへ押し付けるためには、金属塊に代えて板ばねやコイルばね等の付勢手段を用いることもできる。この場合、例えば上部構造物16の垂れ壁部16Bの下面及び止水板32の屋内側側面に、拡げられた状態の板ばねの端部をそれぞれ固定する。これにより板ばねが元の形状に戻ろうとする力によって、レインバリア34B、スプラッシュバリア34Cが笠木部12Cへ押し付けられる。   Further, in order to press the rain barrier 34B and the splash barrier 34C against the headboard 12C, an urging means such as a leaf spring or a coil spring can be used instead of the metal block. In this case, for example, the end portions of the expanded leaf springs are fixed to the lower surface of the hanging wall portion 16B of the upper structure 16 and the indoor side surface of the water stop plate 32, respectively. Thereby, the rain barrier 34B and the splash barrier 34C are pressed against the headboard 12C by the force of the leaf springs to return to the original shape.

また、第1実施形態においては止水板32と上部構造物16を連結するため及び止水板32とシール部材34とを連結するために、止水板32の上下端部にそれぞれ凹部32U、32Dを設けたが、本発明の実施形態はこれに限らない。例えば凹部32U、32Dを設けなくても、止水板32と上部構造物16、又は止水板32とシール部材34とは、蝶番を用いて連結することもできる。蝶番を用いても、それぞれ回転可能に連結できる。さらにこの場合、軸受け20、35が不要であり構造を簡略化できる。   Further, in the first embodiment, in order to connect the water stop plate 32 and the upper structure 16 and to connect the water stop plate 32 and the seal member 34, the upper and lower ends of the water stop plate 32 are respectively provided with recesses 32U, Although 32D is provided, the embodiment of the present invention is not limited to this. For example, even if the concave portions 32U and 32D are not provided, the water stop plate 32 and the upper structure 16 or the water stop plate 32 and the seal member 34 can be connected using a hinge. Even if a hinge is used, each can be connected rotatably. Furthermore, in this case, the bearings 20 and 35 are unnecessary, and the structure can be simplified.

また、第1実施形態の止水構造では、止水部材30の内側(屋内側)に、気密部材40を設けたが、本発明の実施形態はこれに限らない。例えば気密部材40を省略しても、止水部材30により建物10の止水性を得ることができる。第2実施形態においても同様である。   Moreover, in the water stop structure of 1st Embodiment, although the airtight member 40 was provided inside the water stop member 30 (indoor side), embodiment of this invention is not restricted to this. For example, even if the airtight member 40 is omitted, the waterstop of the building 10 can be obtained by the waterstop member 30. The same applies to the second embodiment.

また、第1実施形態に係る止水構造が適用される建物10においては、下部構造物12を建物本体、上部構造物16を大屋根としたが、本発明の実施形態はこれに限らない。例えば基礎免震の建物において、下部構造物をマットスラブと擁壁とが一体化した地下構造物とし、上部構造物を建物本体としてもよい。また、中間層免震の建物において、下部構造物を下部躯体、上部構造物を上部躯体としてもよい。このように、第1実施形態に係る止水構造は様々な免震構造物に適用することができる。第2実施形態においても同様である。   Moreover, in the building 10 to which the water stop structure which concerns on 1st Embodiment is applied, although the lower structure 12 made the building main body and the upper structure 16 the big roof, embodiment of this invention is not restricted to this. For example, in a base-isolated building, the lower structure may be an underground structure in which a mat slab and a retaining wall are integrated, and the upper structure may be a building body. Further, in a middle-rise base-isolated building, the lower structure may be a lower housing and the upper structure may be an upper housing. Thus, the water stop structure which concerns on 1st Embodiment is applicable to various seismic isolation structures. The same applies to the second embodiment.

12 下部構造物
14 免震装置
16 上部構造物
30、50 止水部材
32、52 止水板
34 シール部材
34A 台座部
34B レインバリア(外側シール材)
34C スプラッシュバリア(内側シール材)
40 気密部材
54 レインバリア(シール部材)
BV、CV 切欠き
OA 屋外空間(外側空間)
MA 緩衝空間(内側空間)
12 Lower structure 14 Seismic isolation device 16 Upper structure 30, 50 Water stop member 32, 52 Water stop plate 34 Seal member 34A Base 34B Rain barrier (outer seal material)
34C Splash barrier (inner seal)
40 Airtight member 54 Rain barrier (seal member)
BV, CV Notch OA Outdoor space (outside space)
MA buffer space (inside space)

Claims (3)

下部構造物と、
前記下部構造物に設置された免震装置と、
前記免震装置に支持された上部構造物と、
前記下部構造物と前記上部構造物との間に設けられると共に、上端部が前記上部構造物に対して回転可能に連結された止水板と、前記止水板の下端部に固定され前記下部構造物と摺動可能なシール部材と、を備えた止水部材と、
を有する止水構造。
A substructure,
A seismic isolation device installed in the substructure;
An upper structure supported by the seismic isolation device;
A water stop plate provided between the lower structure and the upper structure and having an upper end rotatably connected to the upper structure, and a lower end fixed to the lower end of the water stop plate A water stop member comprising a structure and a slidable seal member;
Having a water stop structure.
前記止水部材の内側には、下端部が前記下部構造物に固定され上端部が前記上部構造物と接し、前記止水部材との間に内側空間を形成する気密部材が設けられ、
前記シール部材には、前記止水部材の外側空間と前記内側空間とを連通する切欠きが設けられている、請求項1に記載の止水構造。
On the inner side of the water stop member, an airtight member is provided that has a lower end fixed to the lower structure, an upper end contacting the upper structure, and forming an inner space with the water stop member,
The water stop structure according to claim 1, wherein the seal member is provided with a notch communicating the outer space of the water stop member and the inner space.
前記シール部材は、
前記止水板の下端部に固定された台座部と、
前記台座部の下面外側に固定された外側シール材と、
前記台座部の下面内側に固定された内側シール材と、を備え、
前記切欠きは、前記外側シール材及び前記内側シール材にそれぞれ形成され、雨水の浸入方向に対してずらして配置されている、
請求項2に記載の止水構造。
The sealing member is
A pedestal fixed to the lower end of the water stop plate;
An outer sealing material fixed to the outside of the lower surface of the pedestal, and
An inner sealing material fixed to the lower surface inside of the pedestal part,
The notches are formed in the outer sealing material and the inner sealing material, respectively, and are shifted from the rainwater intrusion direction.
The water stop structure according to claim 2.
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JP2015175206A (en) 2014-03-18 2015-10-05 大和ハウス工業株式会社 Base isolation foundation structure and water cutoff member
JP2017150164A (en) 2016-02-22 2017-08-31 フクビ化学工業株式会社 Airtight holding member and airtight holding method
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JPS4727315U (en) * 1971-04-14 1972-11-28
JPH0348976B2 (en) * 1984-01-25 1991-07-26 Sankyo Alu Ind
JPH08189116A (en) * 1995-01-12 1996-07-23 Kawasaki Steel Corp Panel unit for curtain wall
JPH1144126A (en) * 1997-07-28 1999-02-16 Shimizu Corp Covering structure of base isolation device
JP2007285078A (en) * 2006-04-20 2007-11-01 Takenaka Komuten Co Ltd Base-isolated building
JP2012107480A (en) * 2010-11-19 2012-06-07 Dooei Gaiso Kk Joint cover device
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