JP2013014922A - Expansion joint device for wall - Google Patents

Expansion joint device for wall Download PDF

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JP2013014922A
JP2013014922A JP2011147786A JP2011147786A JP2013014922A JP 2013014922 A JP2013014922 A JP 2013014922A JP 2011147786 A JP2011147786 A JP 2011147786A JP 2011147786 A JP2011147786 A JP 2011147786A JP 2013014922 A JP2013014922 A JP 2013014922A
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holder
building
expansion joint
spring
holder member
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JP5771080B2 (en
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Sosuke Igai
宗介 伊貝
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Nalco Iwai Co Ltd
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Nalco Iwai Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide an expansion joint device for walls that has achieved cost reduction thereof through reduction of the number of used parts and can keep clearance in a filled state by allowing deformation between building skeletons.SOLUTION: An expansion joint device for walls is installed on two adjacent building skeletons 2a, 2b with a clearance 3 extending in a vertical direction therebetween. The expansion joint device for walls comprises: a plurality of first holder members 5 that are held by the one building skeleton 2a and disposed in parallel with intervals inserted therebetween in a vertical direction; a plurality of second holder members 6 that are held by the other building skeleton 2b and fit in the first holder members 5 as movable in the longitudinal direction of the first holder members 5; a cover body fixed on the first holder members 5; and spring members 8,9 each having one end portion engaged with the first holder member 5 with movement thereof in the longitudinal direction blocked and rotation thereof allowed, and the other end portion engaged with one of the building skeletons with rotation thereof allowed, energizing the first holder member 5 toward the one building skeleton 2a.

Description

本発明は、隣接する2つの建物の内壁と内壁との間または外壁と外壁との間に水平な左右方向に空隙を介して対向する各建物躯体間に設置され、空隙を塞ぎかつ地震などによる各建物間の相対変位を許容することができる壁用伸縮継手装置に関する。   The present invention is installed between building walls facing each other through a gap in the horizontal direction between the inner wall and the inner wall of two adjacent buildings or between the outer wall and the outer wall, and closes the gap and causes an earthquake, etc. The present invention relates to a wall expansion joint device capable of allowing relative displacement between buildings.

典型的な従来技術の壁用伸縮継手装置は、たとえば特許文献1に示されている。この従来技術では、対向する建物躯体間の空隙に沿って上下方向に一定の間隔をあけて複数のホルダ部材を配置し、このホルダに前記空隙を覆うカバー体が設けられる。この壁用伸縮継手装置において、前記ホルダ部材には、その長手方向に沿ってスライド可能な板状のスライド部材が設けられ、このスライド部材は、連結部材を介して前記建物躯体に設けられるベース部材に回動可能に連結される。前記スライド部材と連結部材とベース部材とは、Z字状に配置され、前記スライド部材と連結部材とは、ばねによって前記カバー体が前記空隙に接近する方向にばね付勢され、このような構成によって、機構自体を大型化せずに、各建物躯体間の大きな相対変位に追従するという効果を達成している。   A typical prior art wall expansion joint device is shown, for example, in US Pat. In this prior art, a plurality of holder members are arranged at regular intervals in the vertical direction along the gap between the opposing building frames, and a cover body that covers the gap is provided on the holder. In this wall expansion joint device, the holder member is provided with a plate-like slide member that is slidable along the longitudinal direction thereof, and the slide member is a base member provided on the building frame via a connecting member. To be pivotally connected to each other. The slide member, the connecting member, and the base member are arranged in a Z-shape, and the slide member and the connecting member are spring-biased by a spring in a direction in which the cover body approaches the gap. This achieves the effect of following a large relative displacement between the buildings without increasing the size of the mechanism itself.

特許第4135938号公報Japanese Patent No. 413538

前記従来技術では、各建物躯体間の変位を機構自体を大型化しないで許容するために、ホルダ部材にスライド部材を該ホルダ部材の長手方向にスライド可能に設け、スライド部材を建物躯体に設けられるベース部材に対して連結部材を介して可動可能に連結する構成であるので、構成の大型化は回避することができるが、部品点数が多く、取付け作業に手間を要し、製造コストおよび取付コストが高価になってしまうという問題がある。   In the prior art, in order to allow displacement between the building frames without increasing the size of the mechanism itself, the slide member is provided on the holder member so as to be slidable in the longitudinal direction of the holder member, and the slide member is provided on the building frame. Since the structure is movably connected to the base member via a connecting member, an increase in the size of the structure can be avoided, but the number of parts is large, and the installation work requires labor, and the manufacturing cost and the installation cost Has the problem of becoming expensive.

本発明の目的は、部品点数を削減して低コスト化を図り、建物躯体間の変位を許容して空隙を塞いた状態に維持することができる壁用伸縮継手装置を提供することである。   An object of the present invention is to provide a wall expansion joint device capable of reducing the number of parts and reducing the cost, permitting displacement between building frames and maintaining a state in which a gap is closed.

本発明は、上下方向に延びる空隙をあけて隣接する2つの建物躯体に設けられる壁用伸縮継手装置であって、
一方の建物躯体に保持され、前記上下方向に間隔をあけて平行に配置される複数の第1ホルダ部材と、
他方の建物躯体に保持され、第1ホルダ部材に、第1ホルダ部材の長手方向に移動可能に嵌合する複数の第2ホルダ部材と、
第1ホルダ部材に固定されるカバー体と、
第1ホルダ部材に、前記長手方向の移動が阻止され、かつ回転が許容された状態で係止される一端部と、一方の建物躯体に、回転が許容された状態で係止される他端部とを有し、第1ホルダ部材を一方の建物躯体に近づく方向にばね付勢するばね手段とを含むことを特徴とする壁用伸縮継手装置である。
The present invention is a wall expansion joint device provided in two adjacent building frames with a gap extending in the vertical direction,
A plurality of first holder members held in one building frame and arranged in parallel in the up-down direction;
A plurality of second holder members that are held by the other building housing and are fitted to the first holder member so as to be movable in the longitudinal direction of the first holder member;
A cover body fixed to the first holder member;
One end of the first holder member that is prevented from moving in the longitudinal direction and is allowed to rotate, and the other end that is locked to one building housing while being allowed to rotate. And a spring means for biasing the first holder member in a direction approaching one of the building housings.

また本発明は、前記ばね手段は、前記第1ホルダ部材を前記一方の建物躯体に近接する方向にばね付勢する第1ばね部材と、前記第2ホルダ部材を前記他方の建物躯体に近接する方向にばね付勢する第2ばね部材とを含むことを特徴とする。   According to the present invention, the spring means includes a first spring member that biases the first holder member in a direction close to the one building housing, and the second holder member close to the other building housing. And a second spring member biased in the direction.

また本発明は、前記ばね手段は、前記第2ホルダ部材を前記他方の建物躯体に近接する方向にばね付勢するばね部材を含み、
前記第1ホルダ部材は、前記一方の建物躯体にヒンジ手段によって前記上下方向に平行な軸線まわりに角変位可能に連結されることを特徴とする。
Moreover, this invention contains the spring member which spring-biases the said 2nd holder member in the direction which adjoins the said other building skeleton,
The first holder member is connected to the one building frame by hinge means so as to be angularly displaceable about an axis parallel to the vertical direction.

本発明によれば、ばね手段によって第1および第2ホルダ部材が各建物躯体に保持されるので、各建物躯体が地震または部品点数を削減して低コスト化を図り、建物躯体間の変位を許容して空隙を塞いた状態に維持することができる。   According to the present invention, since the first and second holder members are held by each building frame by the spring means, each building frame reduces the number of earthquakes or parts to reduce the cost, and the displacement between the building frames is reduced. It can be allowed to be maintained in a closed state.

本発明の実施の一形態の壁用伸縮継手装置1を示す水平断面図である。1 is a horizontal sectional view showing a wall expansion joint device 1 according to an embodiment of the present invention. 第1ホルダ組立体11の平面図側面図である。FIG. 4 is a plan view side view of the first holder assembly 11. 第1ホルダ組立体11を図3の左側から見た側面図である。It is the side view which looked at the 1st holder assembly 11 from the left side of FIG. 第1ホルダ組立体11を図3の左側から見た側面図である。It is the side view which looked at the 1st holder assembly 11 from the left side of FIG. 第2ホルダ組立体12の平面図である。4 is a plan view of a second holder assembly 12. FIG. 第2ホルダ組立体12の正面図である。5 is a front view of a second holder assembly 12. FIG. 第2ホルダ組立体12を図6の右側から見た側面図である。It is the side view which looked at the 2nd holder assembly 12 from the right side of FIG. 第1ホルダ組立体11に第2ホルダ組立体12が装着された状態を示す平面図である。FIG. 3 is a plan view showing a state in which a second holder assembly 12 is attached to the first holder assembly 11. 図8の切断面線IX−IXから見た断面図である。It is sectional drawing seen from the cut surface line IX-IX of FIG. 第1ばね部材8の正面図である。3 is a front view of a first spring member 8. FIG. 第1ばね部材8の平面図である。3 is a plan view of a first spring member 8. FIG. 第2ばね部材9の正面図である。5 is a front view of a second spring member 9. FIG. 第2ばね部材9の平面図である。4 is a plan view of a second spring member 9. FIG. 壁用伸縮継手装置1の動作を示す断面図である。It is sectional drawing which shows operation | movement of the expansion joint apparatus 1 for walls. 本発明の他の実施形態の壁用伸縮継手装置1Aを示す水平断面図である。It is a horizontal sectional view showing wall expansion joint device 1A of other embodiments of the present invention. 第1ホルダ組立体51の平面図である。4 is a plan view of a first holder assembly 51. FIG. 第1ホルダ組立体51の正面図である。4 is a front view of a first holder assembly 51. FIG. 第1ホルダ組立体51のブラケット52の斜視図である。4 is a perspective view of a bracket 52 of the first holder assembly 51. FIG. 第2ホルダ組立体70の平面図である。4 is a plan view of a second holder assembly 70. FIG. 第2ホルダ組立体70の正面図である。5 is a front view of a second holder assembly 70. FIG. 第2ホルダ組立体70を図19の右側から見た側面図である。It is the side view which looked at the 2nd holder assembly 70 from the right side of FIG. 第1ホルダ組立体51に第2ホルダ組立体70が装着された状態を示す平面図である。FIG. 6 is a plan view showing a state in which a second holder assembly 70 is mounted on the first holder assembly 51. 図21の切断面線XXII−XXIIから見た断面図である。It is sectional drawing seen from the cut surface line XXII-XXII of FIG. ばね部材9aの正面図である。It is a front view of the spring member 9a. ばね部材9aの平面図である。It is a top view of the spring member 9a. 壁用伸縮継手装置1Aの動作を示す断面図であり、図26(1)は一方の建物躯体2aが他方の建物躯体2bに対して前方へ相対変位したときの状態を示し、図26(2)は他方の建物躯体2bが一方の建物躯体2aに対して前方へ相対変位したときの状態を示す。It is sectional drawing which shows operation | movement of the expansion joint apparatus 1A for walls, FIG.26 (1) shows the state when one building housing 2a is displaced relatively ahead with respect to the other building housing 2b, and FIG. ) Shows a state when the other building housing 2b is relatively displaced forward with respect to the one building housing 2a.

図1は本発明の実施の一形態の壁用伸縮継手装置1を示す水平断面図である。隣接する2つの建物躯体2a,2b間には、目地空間として空隙3が存在し、空隙3への屋外4からの雨水などの浸入を防止するために、各建物躯体2a,2bの地震などによる相対変位を許容しながら空隙3を塞いだ状態に維持する壁用伸縮継手装置1が設けられる。ここで、各建物躯体2a,2bの相対変位とは、各建物躯体2a,2bが水平面において、互いに近接/離反する方向、近接/離反する方向に垂直な前後方向、鉛直な上下方向をいうが、実際にはこれらの近接/離反方向、前後方向および上下方向の3方向の変位が合成された方向の変位となる。   FIG. 1 is a horizontal sectional view showing a wall expansion joint device 1 according to an embodiment of the present invention. Between the two adjacent building frames 2a and 2b, there is a gap 3 as a joint space, and in order to prevent intrusion of rainwater and the like from the outdoor 4 into the gap 3, it is caused by an earthquake of each building frame 2a and 2b There is provided a wall expansion joint device 1 that maintains a state in which the gap 3 is closed while allowing relative displacement. Here, the relative displacement of each building frame 2a, 2b refers to a direction in which each building frame 2a, 2b approaches / separates from each other in the horizontal plane, a longitudinal direction perpendicular to the approach / separation direction, and a vertical up / down direction. Actually, the displacement in the three directions of the approach / separation direction, the front-rear direction, and the up-down direction is a combined displacement.

本実施形態の壁用伸縮継手装置1は、図1の紙面に垂直な上下方向に延びる空隙3をあけて隣接する2つの建物躯体2a,2bに設けられる壁用伸縮継手装置であって、一方の建物躯体2aに保持され、前記上下方向に間隔をあけて平行に配置される複数の第1ホルダ部材5と、他方の建物躯体2bに保持され、第1ホルダ部材5に、該第1ホルダ部材5の長手方向に移動可能に嵌合する複数の第2ホルダ部材6と、第1ホルダ部材5に固定されるカバー体7と、前記第1ホルダ部材5を前記一方の建物躯体2aに近接する方向にばね付勢する第1ばね部材8と、前記第2ホルダ部材6を前記他方の建物躯体2bに近接する方向にばね付勢する第2ばね部材9とを含む。   The wall expansion joint device 1 of the present embodiment is a wall expansion joint device provided in two building housings 2a and 2b adjacent to each other with a gap 3 extending in the vertical direction perpendicular to the paper surface of FIG. A plurality of first holder members 5 which are held in the building housing 2a and arranged in parallel in the up-down direction and the other building housing 2b, and the first holder member 5 has the first holder A plurality of second holder members 6 that are movably fitted in the longitudinal direction of the member 5, a cover body 7 fixed to the first holder member 5, and the first holder member 5 close to the one building housing 2a A first spring member 8 that biases the spring in the direction to be moved, and a second spring member 9 that biases the second holder member 6 in a direction adjacent to the other building housing 2b.

各建物躯体2a,2bは、建物のコンクリート構造体であって、水平方向に互いに対向する略鉛直な対向壁部13a,13bと、屋外4に臨む屋外壁部14a,14bとを有する。屋外壁部14a,14bには、縁材15a,15bがアンカー体16a,16bによってそれぞれ固定される。各縁材15a,15bは、鋼鉄製またはステンレス鋼製であって、前述の第1および第2ホルダ部材5,6と上下方向に同一の間隔で設けられる短尺材である。このような上下方向の間隔は、たとえば600mmに選ばれるが、これに限るものではなく、各対向壁部13a,13b間の壁面に垂直な方向(図1では左右方向)の距離Cおよびカバー体7の幅Wなどによって適宜設定される。   Each building frame 2a, 2b is a concrete structure of a building, and has substantially vertical facing wall portions 13a, 13b facing each other in the horizontal direction and outdoor wall portions 14a, 14b facing the outdoors 4. Edge members 15a and 15b are fixed to the outdoor wall portions 14a and 14b by anchor bodies 16a and 16b, respectively. Each of the edge members 15a and 15b is made of steel or stainless steel, and is a short material provided at the same interval in the vertical direction as the first and second holder members 5 and 6 described above. Such an interval in the vertical direction is selected to be, for example, 600 mm, but is not limited thereto, and the distance C in the direction perpendicular to the wall surface between the opposing wall portions 13a and 13b (left and right in FIG. 1) and the cover body. The width W is appropriately set according to the width W of 7.

各縁材15a,15bは、各アンカー体16a,16bの締付力によって、帯状の止水補助シート17の両側部を各屋外壁部14a,14b上に押圧して固定する。この状態では、止水補助シート17は、前記第1および第2ホルダ部材5,6ならびにカバー体7よりも空隙3側でU字状に湾曲した状態で該空隙3内に収容され、カバー体7によって阻止できなかった雨水などが空隙3内に浸入することを防止している。このような止水補助シート17は、可撓性および弾発性を有する耐候性の高い材料、たとえばクロロプレーンゴムなどの合成ゴムから成る。   Each edge material 15a, 15b presses and fixes both side portions of the belt-shaped water stop auxiliary sheet 17 on each outdoor wall portion 14a, 14b by the tightening force of each anchor body 16a, 16b. In this state, the water-stop auxiliary sheet 17 is accommodated in the gap 3 in a state of being curved in a U-shape on the gap 3 side with respect to the first and second holder members 5, 6 and the cover body 7. 7 prevents rainwater or the like that could not be prevented by 7 from entering the gap 3. Such a water stop auxiliary sheet 17 is made of a highly weatherable material having flexibility and elasticity, for example, synthetic rubber such as chloroprene rubber.

前記カバー体7は、前記上下方向を長手方向にして配置されるアルミニウム合金製の板材から成る。カバー体7は、その長手方向に垂直な断面において、平坦な板状部20の両側部に一体的に連なるL字状の屈曲部21a,21bをそれぞれ有し、各屈曲部21a,21bには、中空のパッキン22a,22bがそれぞれ装着される。各パッキン22a,22bは、屋外壁部14a,14bの各壁面に屋外4側から弾発的に当接し、カバー体7と各屋外壁部14a,14bの各壁面との間を液密に遮断し、屋外4から空隙3内への風雨の浸入を防止している。前記カバー体7は、長手方向の長さが、たとえば3mの定尺材である。   The cover body 7 is made of an aluminum alloy plate material arranged with the vertical direction as a longitudinal direction. The cover body 7 has L-shaped bent portions 21a and 21b integrally connected to both sides of the flat plate-like portion 20 in a cross section perpendicular to the longitudinal direction, and each bent portion 21a and 21b includes The hollow packings 22a and 22b are respectively attached. Each packing 22a, 22b elastically abuts against each wall surface of the outdoor wall portions 14a, 14b from the outdoor 4 side, and liquid-tightly blocks between the cover body 7 and each wall surface of each outdoor wall portion 14a, 14b. In addition, intrusion of wind and rain from the outdoor 4 into the gap 3 is prevented. The cover body 7 is a standard material having a length in the longitudinal direction of 3 m, for example.

図2は第1ホルダ組立体11の平面図であり、図3は第1ホルダ組立体11の正面図であり、図4は第1ホルダ組立体11を図3の左側から見た側面図である。なお、図4は図解を容易にするため、第1ばね部材8が省略して示されている。第1ホルダ組立体11は、前述の第1ホルダ部材5、第1ばね部材8および縁材15aを含み、工場などで組立てられた状態で現場に搬入されて、一方の建物躯体2aの屋外壁部14aの壁面に取付けられる。   2 is a plan view of the first holder assembly 11, FIG. 3 is a front view of the first holder assembly 11, and FIG. 4 is a side view of the first holder assembly 11 as viewed from the left side of FIG. is there. In FIG. 4, the first spring member 8 is omitted for easy illustration. The first holder assembly 11 includes the first holder member 5, the first spring member 8, and the edge member 15 a described above. The first holder assembly 11 is carried into the site in a state where it is assembled in a factory or the like, and the outdoor wall of one building housing 2 a It is attached to the wall surface of the part 14a.

図5は第2ホルダ組立体12の平面図であり、図6は第2ホルダ組立体12の正面図であり、図7は第2ホルダ組立体12を図6の右側から見た側面図である。なお、図7は図解を容易にするため、第2ばね部材9が省略して示されている。第2ホルダ組立体12は、前述の第2ホルダ部材6、第1ばね部材9および縁材15bを含み、工場などで組立てられた状態で現場に搬入されて、他方の建物躯体2bの屋外壁部14bの壁面に取付けられる。   5 is a plan view of the second holder assembly 12, FIG. 6 is a front view of the second holder assembly 12, and FIG. 7 is a side view of the second holder assembly 12 as viewed from the right side of FIG. is there. In FIG. 7, the second spring member 9 is omitted for easy illustration. The second holder assembly 12 includes the second holder member 6, the first spring member 9, and the edge member 15b described above, and is brought into the field in an assembled state in a factory or the like, and the outdoor wall of the other building housing 2b. It is attached to the wall surface of the part 14b.

図8は第1ホルダ組立体11に第2ホルダ組立体12が装着された状態を示す平面図であり、図9は図8の切断面線IX−IXから見た断面図である。なお、図9において、図解を容易にするため、第2ばね部材9は省略されている。第1ホルダ組立体11と第2ホルダ組立体12とは、第1ホルダ部材5に第2ホルダ部材6が差込まれた状態で嵌合し、第1ホルダ部材5および第2ホルダ部材6は、長手方向に相互に移動可能に装着される。   FIG. 8 is a plan view showing a state in which the second holder assembly 12 is mounted on the first holder assembly 11, and FIG. 9 is a cross-sectional view taken along the section line IX-IX in FIG. In FIG. 9, the second spring member 9 is omitted for ease of illustration. The first holder assembly 11 and the second holder assembly 12 are fitted in a state in which the second holder member 6 is inserted into the first holder member 5, and the first holder member 5 and the second holder member 6 are , Mounted so as to be movable in the longitudinal direction.

図10は第1ばね部材8の正面図であり、図11は第1ばね部材8の平面図である。前記第1ばね部材8は、第1ホルダ部材5に、前記長手方向の移動が阻止され、かつ回転が許容された状態で係止される一端部31,32と、一方の建物躯体2aに、縁材15aによって回転が許容された状態で係止される他端部33とを有する。このような第1ばね部材8は、捩りコイルばねによって実現される。   FIG. 10 is a front view of the first spring member 8, and FIG. 11 is a plan view of the first spring member 8. The first spring member 8 is connected to the first holder member 5 at one end portions 31 and 32 locked in a state in which the movement in the longitudinal direction is prevented and the rotation is allowed, and one building housing 2a, It has the other end part 33 latched in the state in which rotation was permitted by the edge material 15a. Such a first spring member 8 is realized by a torsion coil spring.

図12は第2ばね部材9の正面図であり、図13は第2ばね部材9の平面図である。前記第2ばね部材9は、第2ホルダ部材6に、前記長手方向の移動が阻止され、かつ回転が許容された状態で係止される一端部34,35と、一方の建物躯体2aに、回転が許容された状態で係止される他端部36とを有する。このようなばね部材9aは、捩りコイルばねによって実現される。   FIG. 12 is a front view of the second spring member 9, and FIG. 13 is a plan view of the second spring member 9. The second spring member 9 is connected to the second holder member 6 with one end portions 34 and 35 locked in a state in which the movement in the longitudinal direction is prevented and the rotation is allowed, and one building housing 2a, And the other end portion 36 that is locked in a state where the rotation is allowed. Such a spring member 9a is realized by a torsion coil spring.

図14は、壁用伸縮継手装置1の動作を示す断面図である。前述の壁用伸縮継手装置1において、地震によって一方の建物躯体2aが他方の建物躯体2bに対して前方(図14では上方)へ相対変位すると、第1ホルダ部材5は第1ばね部材8によって一方の建物躯体2aに保持され、第2ホルダ部材6は第2ばね部材9によって他方の建物躯体2bに保持された状態で、第1ホルダ部材5と第2ホルダ部材6は互いに長手方向に伸長する方向に移動し、カバー体7は第1および第2ホルダ部材5,6とともに傾斜した状態で空隙3を塞いだ状態に維持することができる。このとき、一方のパッキン22aは一方の建物躯体2aの屋外壁部14aの壁面から離反するが、他方のパッキン22bは他方の建物躯体2bの屋外壁部14bの壁面に弾発的に当接し、水密性が達成される。これによって、屋外4から空隙3に向かって浸入しようとする雨水をカバー体7によって遮断し、このカバー体7から他方の建物躯体2bの屋外壁部14bに導かれる雨水の空隙3内への浸入を他方のパッキン22bによって遮断することができる。   FIG. 14 is a cross-sectional view showing the operation of the wall expansion joint device 1. In the wall expansion joint device 1 described above, when one building housing 2a is displaced forward (upward in FIG. 14) relative to the other building housing 2b due to an earthquake, the first holder member 5 is moved by the first spring member 8. The first holder member 5 and the second holder member 6 extend in the longitudinal direction while being held by one building housing 2a and the second holder member 6 being held by the second spring member 9 on the other building housing 2b. The cover body 7 can be maintained in a state of closing the gap 3 while being inclined together with the first and second holder members 5 and 6. At this time, one packing 22a is separated from the wall surface of the outdoor wall portion 14a of one building housing 2a, while the other packing 22b elastically contacts the wall surface of the outdoor wall portion 14b of the other building housing 2b, Water tightness is achieved. As a result, rainwater entering from the outdoor 4 toward the gap 3 is blocked by the cover body 7, and the rainwater enters the gap 3 guided from the cover body 7 to the outdoor wall portion 14b of the other building housing 2b. Can be blocked by the other packing 22b.

また、図26(2)に示すように、他方の建物躯体2bが一方の建物躯体2aに対して前方へ相対変位した場合であっても、他方のパッキン22bは他方の建物躯体2bの屋外壁部14bの壁面から離反するが、一方のパッキン22aは一方の建物躯体2aの屋外壁部14aの壁面に弾発的に当接し、同様に空隙3内への雨水の浸入を防止することができる。   In addition, as shown in FIG. 26 (2), even if the other building housing 2b is relatively displaced forward with respect to the one building housing 2a, the other packing 22b is the outdoor wall of the other building housing 2b. Although separated from the wall surface of the portion 14b, one packing 22a elastically abuts against the wall surface of the outdoor wall portion 14a of the one building housing 2a, and similarly can prevent rainwater from entering the gap 3. .

以上のように本実施形態の壁用伸縮継手装置1によれば、ばね手段である第1および第2ばね部材8,9によって、第1および第2ホルダ部材5,6が各建物躯体2a,2bに保持されるので、各建物躯体2a,2bが地震または部品点数を削減して低コスト化を図り、建物躯体2a,2b間の変位を許容して空隙3を塞いた状態に維持することができる。   As described above, according to the wall expansion joint device 1 of the present embodiment, the first and second holder members 5 and 6 are connected to the building housings 2a, 2 by the first and second spring members 8 and 9, which are spring means. 2b, each building housing 2a, 2b reduces the cost by reducing the number of earthquakes or parts, and allows the displacement between the building housings 2a, 2b to be allowed to remain closed. Can do.

図15は本発明の他の実施形態の壁用伸縮継手装置1Aを示す水平断面図である。なお、前述の実施形態と対応する部分には同一の参照符を付し、重複する説明は省略する。本実施形態のは、空隙3を介して対向する各対向壁部13a,13bの壁面がほぼ平行であり、各屋外壁部14a,14bの壁面がほぼ垂直な建物躯体2a,2b間に設けられる壁用伸縮継手装置1Aについて説明する。   FIG. 15 is a horizontal sectional view showing a wall expansion joint device 1A according to another embodiment of the present invention. Note that portions corresponding to those of the above-described embodiment are denoted by the same reference numerals, and redundant description is omitted. In the present embodiment, the wall surfaces of the opposing wall portions 13a and 13b facing each other through the gap 3 are substantially parallel, and the wall surfaces of the outdoor wall portions 14a and 14b are provided between the building housings 2a and 2b that are substantially vertical. The wall expansion joint device 1A will be described.

本実施形態の壁用伸縮継手装置1Aは、上下方向に延びる空隙3をあけて隣接する2つの建物躯体2a,2bに設けられる壁用伸縮継手装置1Aであって、一方の建物躯体2aに保持され、前記上下方向に間隔をあけて平行に配置される複数の第1ホルダ部材5と、他方の建物躯体2bに保持され、第1ホルダ部材5に、第1ホルダ部材5の長手方向に移動可能に嵌合する複数の第2ホルダ部材6と、第1ホルダ部材5に固定されるカバー体7と、前記第2ホルダ部材6を前記他方の建物躯体2bに近接する方向にばね付勢するばね手段としてのばね部材9aと、前記第1ホルダ部材5を前記一方の建物躯体2aに前記上下方向に平行な軸線まわりに角変位可能に連結するヒンジ手段30とを含む。   The wall expansion joint device 1A of the present embodiment is a wall expansion joint device 1A provided in two adjacent building housings 2a and 2b with a gap 3 extending in the vertical direction, and is held by one building housing 2a. The plurality of first holder members 5 that are arranged in parallel in the up-down direction and the other building housing 2b are moved to the first holder member 5 in the longitudinal direction of the first holder member 5. A plurality of second holder members 6 that can be fitted together, a cover body 7 fixed to the first holder member 5, and the second holder member 6 are spring-biased in a direction close to the other building housing 2b. A spring member 9a as a spring means and a hinge means 30 for connecting the first holder member 5 to the one building housing 2a so as to be angularly displaceable about an axis parallel to the vertical direction.

図16は第1ホルダ組立体51の平面図であり、図17は第1ホルダ組立体51の正面図であり、図18は第1ホルダ組立体51のブラケット52の斜視図である。前記第1ホルダ部材5には、ヒンジ手段30が装着され、これらの第1ホルダ部材5とヒンジ手段30とによって、第1ホルダ組立体51を構成する。ヒンジ手段30は、第1ホルダ部材5の一端部に挿通されるボルト53と、ボルト53に螺着されるナット54と、前記ボルト53が挿通されるブラケット52とを含む。   16 is a plan view of the first holder assembly 51, FIG. 17 is a front view of the first holder assembly 51, and FIG. 18 is a perspective view of the bracket 52 of the first holder assembly 51. The first holder member 5 is provided with hinge means 30, and the first holder member 5 and the hinge means 30 constitute a first holder assembly 51. The hinge means 30 includes a bolt 53 inserted into one end of the first holder member 5, a nut 54 screwed into the bolt 53, and a bracket 52 through which the bolt 53 is inserted.

ブラケット52は、長手板状の基部55と、基部55の長手方向両端部から突出し、アンカー体16aが挿通するアンカー孔56a,56bが形成される一対の取付け部57,58と、基部55の長手方向両端部に直角に連なる一対の起立部59,60と、各起立部59,60から突出し、前記ボルト53が挿通するボルト孔61,62が形成される一対の突出部63,64とを有する。このようなブラケット52は、ステンレス鋼板の打抜き加工材から成る。   The bracket 52 includes a longitudinal plate-like base portion 55, a pair of attachment portions 57 and 58 that protrude from both longitudinal ends of the base portion 55 and have anchor holes 56 a and 56 b through which the anchor body 16 a is inserted, and the longitudinal length of the base portion 55. A pair of upright portions 59, 60 that are perpendicular to both ends in the direction, and a pair of projecting portions 63, 64 that protrude from the upright portions 59, 60 and that have bolt holes 61, 62 through which the bolts 53 are inserted. . Such a bracket 52 is made of a punched material of a stainless steel plate.

図19は第2ホルダ組立体70の平面図であり、図20は第2ホルダ組立体70の正面図であり、図21は第2ホルダ組立体70を図20の右側から見た側面図である。なお、図21において、図解を容易にするため、ばね部材9aは省略して示されている。前記第2ホルダ部材6の一端部には、前記ばね部材9aおよび縁材15bが装着され、これらの第2ホルダ部材6とばね部材9aと縁材15bとを含んで、第2ホルダ組立体70を構成する。   19 is a plan view of the second holder assembly 70, FIG. 20 is a front view of the second holder assembly 70, and FIG. 21 is a side view of the second holder assembly 70 viewed from the right side of FIG. is there. In FIG. 21, the spring member 9 a is omitted for easy illustration. The spring member 9a and the edge member 15b are attached to one end of the second holder member 6, and the second holder assembly 70 includes the second holder member 6, the spring member 9a, and the edge member 15b. Configure.

図22は第1ホルダ組立体51に第2ホルダ組立体70が装着された状態を示す平面図であり、図23は図22の切断面線XXIII−XXIIIから見た断面図である。前述の第1ホルダ組立体50と第2ホルダ組立体70は、互いに装着された状態で、現場に搬入され、各建物躯体2a,2bに上下方向に間隔をあけて取付けられる。   22 is a plan view showing a state in which the second holder assembly 70 is attached to the first holder assembly 51, and FIG. 23 is a cross-sectional view taken along the section line XXIII-XXIII in FIG. The first holder assembly 50 and the second holder assembly 70 described above are carried into the site while being attached to each other, and are attached to the building housings 2a and 2b at intervals in the vertical direction.

図24はばね部材9aの正面図であり、図25はばね部材9aの平面図である。前記ばね部材9aは、前述したように、捩りコイルばねによって実現され、第2ホルダ部材6に、前記長手方向の移動が阻止され、かつ回転が許容された状態で係止される一端部34,35と、一方の建物躯体に、回転が許容された状態で係止される他端部36とを有する。   FIG. 24 is a front view of the spring member 9a, and FIG. 25 is a plan view of the spring member 9a. As described above, the spring member 9a is realized by a torsion coil spring, and is connected to the second holder member 6 with one end 34 that is prevented from moving in the longitudinal direction and is allowed to rotate. 35 and the other end 36 that is locked to one building housing in a state where rotation is permitted.

図26は、壁用伸縮継手装置1Aの動作を示す断面図であり、図26(1)は一方の建物躯体2aが他方の建物躯体2bに対して前方へ相対変位したときの状態を示し、図26(2)は他方の建物躯体2bが一方の建物躯体2aに対して前方へ相対変位したときの状態を示す。前述の壁用伸縮継手装置1Aにおいて、地震によって一方の建物躯体2aが他方の建物躯体2bに対して前方(図26では上方)へ相対変位すると、図26(1)に示すように、第1ホルダ部材5は、ヒンジ手段30によってボルト53の軸線まわりに角変位して一方の建物躯体2aに保持され、第2ホルダ部材6は、ばね部材9aによって他方の建物躯体2bに保持された状態で、第1ホルダ部材5と第2ホルダ部材6は互いに長手方向に伸長する方向に移動し、カバー体7は第1および第2ホルダ部材5,6とともに傾斜した状態で空隙3を塞いだ状態に維持することができる。このとき、一方のパッキン22aは一方の建物躯体2aの屋外壁部14aの壁面から離反するが、他方のパッキン22bは他方の建物躯体2bの屋外壁部14bの壁面に弾発的に当接し、水密性が達成される。これによって、屋外4から空隙3に向かって浸入しようとする雨水をカバー体7によって遮断し、このカバー体7から他方の建物躯体2bの屋外壁部14bに導かれる雨水の空隙3内への浸入を他方のパッキン22bによって遮断することができる。   FIG. 26 is a cross-sectional view showing the operation of the wall expansion joint device 1A, and FIG. 26 (1) shows a state when one building housing 2a is relatively displaced forward with respect to the other building housing 2b. FIG. 26 (2) shows a state where the other building housing 2b is relatively displaced forward with respect to the one building housing 2a. In the wall expansion joint device 1A described above, when one building housing 2a is displaced forward (upward in FIG. 26) relative to the other building housing 2b due to an earthquake, as shown in FIG. The holder member 5 is angularly displaced about the axis of the bolt 53 by the hinge means 30 and held by one building housing 2a, and the second holder member 6 is held by the other building housing 2b by the spring member 9a. The first holder member 5 and the second holder member 6 move in a direction extending in the longitudinal direction, and the cover body 7 is in a state of closing the gap 3 while being inclined together with the first and second holder members 5 and 6. Can be maintained. At this time, one packing 22a is separated from the wall surface of the outdoor wall portion 14a of one building housing 2a, while the other packing 22b elastically contacts the wall surface of the outdoor wall portion 14b of the other building housing 2b, Water tightness is achieved. As a result, rainwater entering from the outdoor 4 toward the gap 3 is blocked by the cover body 7, and the rainwater enters the gap 3 guided from the cover body 7 to the outdoor wall portion 14b of the other building housing 2b. Can be blocked by the other packing 22b.

また、他方の建物躯体2bが一方の建物躯体2aに対して前方へ相対変位した場合であっても、他方のパッキン22bは他方の建物躯体2bの屋外壁部14bの壁面から離反するが、一方のパッキン22aは一方の建物躯体2aの屋外壁部14aの壁面に弾発的に当接し、同様に空隙3内への雨水の浸入を防止することができる。   Even if the other building housing 2b is relatively displaced forward with respect to one building housing 2a, the other packing 22b is separated from the wall surface of the outdoor wall portion 14b of the other building housing 2b. The packing 22a elastically abuts against the wall surface of the outdoor wall portion 14a of one building housing 2a, and similarly can prevent rainwater from entering the gap 3.

このように構成される本実施形態の壁用伸縮継手装置1Aにおいてもまた、前述の実施形態の壁用伸縮継手装置1と同様に、第1ホルダ部材5がヒンジ手段30によって一方の建物躯体2aに角変位可能に連結され、第2ホルダ部材6がばね部材9aによって他方の建物躯体2bに保持されるので、部品点数を削減して低コスト化を図り、建物躯体2a,2b間の変位を許容して空隙3を塞いだ状態に維持することができる。   Also in the wall expansion joint device 1A of the present embodiment configured as described above, the first holder member 5 is connected to one building frame 2a by the hinge means 30 in the same manner as the wall expansion joint device 1 of the above-described embodiment. The second holder member 6 is held by the other building housing 2b by the spring member 9a so that the number of parts can be reduced and the cost can be reduced, and the displacement between the building housings 2a and 2b can be reduced. The gap 3 can be allowed to be maintained and closed.

1,1A 壁用伸縮継手装置
2a,2b 建物躯体
3 空隙
4 屋外
5 第1ホルダ部材
6 第2ホルダ部材
7 カバー体
8 第1ばね部材
9 第2ばね部材
9a ばね部材
13a,13b 対向壁部
14a,14b 屋外壁部
15a,15b 縁材
16a,16b アンカー体
17 止水補助シート
20 板状部
21a,21b 屈曲部
22a,22b パッキン
30 ヒンジ手段
51 第1ホルダ組立体
52 ブラケット
70 第2ホルダ組立体
DESCRIPTION OF SYMBOLS 1,1A Wall expansion joint apparatus 2a, 2b Building frame 3 Space | gap 4 Outdoor 5 1st holder member 6 2nd holder member 7 Cover body 8 1st spring member 9 2nd spring member 9a Spring member 13a, 13b Opposite wall part 14a , 14b Outdoor wall portion 15a, 15b Edge material 16a, 16b Anchor body 17 Water stop auxiliary sheet 20 Plate-like portion 21a, 21b Bending portion 22a, 22b Packing 30 Hinge means 51 First holder assembly 52 Bracket 70 Second holder assembly

Claims (3)

上下方向に延びる空隙をあけて隣接する2つの建物躯体に設けられる壁用伸縮継手装置であって、
一方の建物躯体に保持され、前記上下方向に間隔をあけて平行に配置される複数の第1ホルダ部材と、
他方の建物躯体に保持され、第1ホルダ部材に、第1ホルダ部材の長手方向に移動可能に嵌合する複数の第2ホルダ部材と、
第1ホルダ部材に固定されるカバー体と、
第1ホルダ部材に、前記長手方向の移動が阻止され、かつ回転が許容された状態で係止される一端部と、一方の建物躯体に、回転が許容された状態で係止される他端部とを有し、第1ホルダ部材を一方の建物躯体に近づく方向にばね付勢するばね手段とを含むことを特徴とする壁用伸縮継手装置。
It is a wall expansion joint device provided in two building buildings adjacent to each other with a gap extending in the vertical direction,
A plurality of first holder members held in one building frame and arranged in parallel in the up-down direction;
A plurality of second holder members that are held by the other building housing and are fitted to the first holder member so as to be movable in the longitudinal direction of the first holder member;
A cover body fixed to the first holder member;
One end of the first holder member that is prevented from moving in the longitudinal direction and is allowed to rotate, and the other end that is locked to one building housing while being allowed to rotate. And a spring means for spring-biasing the first holder member in a direction approaching one of the building housings.
前記ばね手段は、前記第1ホルダ部材を前記一方の建物躯体に近接する方向にばね付勢する第1ばね部材と、前記第2ホルダ部材を前記他方の建物躯体に近接する方向にばね付勢する第2ばね部材とを含むことを特徴とする請求項1に記載の壁用伸縮継手装置。   The spring means spring-biases the first holder member in a direction close to the one building housing, and spring biases the second holder member in a direction approaching the other building housing. The wall expansion joint device according to claim 1, further comprising: a second spring member. 前記ばね手段は、前記第2ホルダ部材を前記他方の建物躯体に近接する方向にばね付勢するばね部材を含み、
前記第1ホルダ部材は、前記一方の建物躯体にヒンジ手段によって前記上下方向に平行な軸線まわりに角変位可能に連結されることを特徴とする請求項1に記載の壁用伸縮継手装置。
The spring means includes a spring member that biases the second holder member in a direction close to the other building housing,
2. The expansion joint device for walls according to claim 1, wherein the first holder member is connected to the one building frame by hinge means so as to be angularly displaceable about an axis parallel to the vertical direction.
JP2011147786A 2011-07-01 2011-07-01 Wall expansion joint device Active JP5771080B2 (en)

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JP2015190189A (en) * 2014-03-28 2015-11-02 理研軽金属工業株式会社 expansion joint structure

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CN111576649A (en) * 2020-05-27 2020-08-25 惠安洛强装修设计中心 Building expansion joint connection structure

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JP2002047739A (en) * 2000-07-31 2002-02-15 Abc Trading Co Ltd One-piece type skeleton joint device

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JP2002047739A (en) * 2000-07-31 2002-02-15 Abc Trading Co Ltd One-piece type skeleton joint device

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015190189A (en) * 2014-03-28 2015-11-02 理研軽金属工業株式会社 expansion joint structure

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