JP6293208B2 - Wall joint device - Google Patents

Description

The present invention relates to a wall surface joint device for closing a joint portion between upper and lower housings provided via a joint portion.

  The conventional wall joint device closes the joint between the left and right housings. For example, “both ends are pivotally supported by the outer wall on the joint portion side of the left and right buildings provided via the joint. At least two or more telescopic link mechanisms having three central pivots in the central part, and pivots fixed to the central part of the inner plate on the central pivots on both sides of the at least two telescopic link mechanisms. The U-shaped cover plate that is pivotally supported by a support pin and that opens on the left and right side of the building, and the tip end portion is inserted into the inside by sliding to come into contact with the outer plate of the U-shaped cover plate. End cover plates pivotally supported by pivots at both ends of at least two or more telescopic link mechanisms, and both ends pivoted by a central pivot at the central part of the at least two telescopic link mechanisms, Of the cover plate It overlaps with the side plate, wall joint cover apparatus characterized by comprising a central cover plate which can slide movement "is known.

  However, in such a wall joint device, when used for structures such as an intermediate layer seismic isolation structure or a roof seismic isolation structure, the swaying motion can be absorbed when the frame is shaken by an earthquake or the like. However, the joint plate and the like were damaged.

  Specifically, in the case of an intermediate layer base isolation structure, the joint between the non-base isolation layer and the base isolation layer is moved not only in the front / rear / left / right direction but also in the vertical direction due to the earthquake. Then, it was not possible to cope with such a three-dimensional shaking.

  In addition, in the case of a roof seismic isolation structure, there is a risk that the roof may move up and down, left and right and back and forth not only by earthquakes but also by strong winds. The roof part (base isolation structure) and the structure body (non-base isolation structure) In the meantime, the conventional joint cover device could not be installed.

JP 2015-1111 A

  In view of the conventional drawbacks as described above, the present invention is for a wall surface that can absorb a shaking motion due to an earthquake without being damaged even when used for a structure such as an intermediate layer base isolation structure or a roof base isolation structure. It aims to provide a joint device.

The above and other objects and novel features of the present invention will become more fully apparent when the following description is read in conjunction with the accompanying drawings.
However, the drawings are for explanation only and do not limit the technical scope of the present invention.

In order to achieve the above object, a wall joint device of the present invention is a wall joint device for closing a joint portion between upper and lower housings, and an upper end portion of one housing between the upper and lower housings has an upper end. A link member having a plurality of pivots attached to the other housing via a lower hinge member, and having a lower end pivotally supported by the pivots of the link member; a plurality of bar members extending in the left-right direction, is fixed one end to the bar members of said plurality of respectively Ri and a plurality of joint cover closing the joint portion, the plurality of joint cover are bent into a substantially crank shape In addition, a rail is formed by bending the other end, and the rail further includes an end cover plate, and the end cover plate swings in the left and right directions in which the upper and lower cases are different due to an earthquake. When withdrawn from the rail, characterized in that for closing the joints.

As is clear from the above description, the present invention has the following effects.
(1) In the invention described in claim 1, since the joint cover is attached via the bar member to the pivotal support portion of the link member provided between the upper and lower housings via the upper and lower hinge members, Since the wall joint device follows the swaying motion even if it sways in the front / rear / left / right / up / down directions, the joint portion can be closed without being damaged.
(2) The end cover plate can prevent the joint portion from being exposed from the left and right end portions of the joint cover when the upper and lower casings swing in the left-right direction.

1 to 7 are explanatory views showing a first embodiment of the present invention.
8 to 11 are explanatory views showing a second embodiment of the present invention.
The front view of the joint device for wall surfaces of 1st Embodiment. FIG. 2 is a sectional view taken along line 2-2 in FIG. 1. Explanatory drawing of a joint cover. Explanatory drawing of the operation when the slab shakes in different left and right directions due to an earthquake or the like. Operation | movement explanatory drawing when a housing shakes in the back-and-forth direction from which an earthquake etc. differ. Explanatory drawing of operation | movement at the time of a rocking | fluctuation motion in the up-down direction from which a frame differs by an earthquake etc., and the joint part widened. Explanatory drawing of operation | movement when a frame shakes to the up-down direction from which an earthquake differs, and a joint part becomes narrow. The front view of the joint device for wall surfaces of 2nd Embodiment. FIG. 9 is a cross-sectional view taken along line 9-9 in FIG. 8. Explanatory drawing of a joint cover. Explanatory drawing of an edge part cover plate.

Hereinafter, the present invention will be described in detail with reference to the embodiments shown in the drawings. In this specification, it is referred to as a left-right direction (horizontal direction), an upper (upper drawing), and a lower (lower drawing) direction with reference to FIG. With reference to FIG. 2, it is referred to as the front (right side of the drawing) and rear (left side of the drawing) direction.
In the present invention, the term “building” refers to a building such as a building, a slab, an elevator shaft, or a roof.

  In the first embodiment for carrying out the present invention shown in FIGS. 1 to 7, reference numeral 1 denotes a wall surface provided between upper and lower housings 3, 4 provided via a joint portion 2 in the present embodiment. This is a joint device. In the present embodiment, the upper casing is described as one casing 3 and the lower casing is described as the other casing.

In the present embodiment, one housing 3 is a housing on the upper floor portion of a structure having an intermediate-layer seismic isolation structure, and is composed of the other housing 4 fixed to the ground, seismic isolation rubber, or the like (not shown). It is connected.
This wall joint device 1 includes a link member 7 having a plurality of pivotal portions 6 provided between one housing 3 and the other housing 4 via an upper hinge member 5, and a pivotal portion 6 of the link member 7. The plurality of bar members 8 are pivotally supported on each other, and one end portion 9 a is fixed to each of the plurality of bar members 8, and the plurality of thin plate-like joint covers 9 that close the joint portions 2 are configured.

  A plurality of the link members 7 are provided with a predetermined interval in the left-right direction. In the present embodiment, two link members 7 are provided in the left-right direction.

  The link member 7 has a pantograph shape, and in the present embodiment, a portion that is not displaced in the left-right direction even when the link member 7 expands or contracts is used as the pivotal support portion 6. That is, a portion where the upper and lower end portions and the link member intersect in the X shape is the pivot portion 6.

  The upper and lower ends of the link member 7 are attached to the upper and lower housings 3 and 4 via the hinge member 5. The hinge member 5 is rotatable in the front-rear direction.

  The plurality of bar members 8 are prismatic or pipe-shaped members, and in this embodiment, the bar members 8 are prismatic bar members 8. The bar member 8 is pivotally supported by the pivotal support portion 6 of the left and right link members 7 and is fixed so as to extend substantially horizontally in the left-right direction. In addition, as for the dimension of the left-right direction, it is desirable that it is substantially the same as the width | variety of the upper and lower housings 3 and 4. FIG.

  The joint cover 9 is a metal plate bent into a substantially crank shape, and its one end 9 a is fixed to the bar member 8. The joint cover 9 has the other end portion 9b overlapping the joint joint cover 9 adjacent thereto to block the joint portion 2. The length of the joint cover 9 is such that no gap is generated even when the joint portion is widened. ing.

  In this embodiment, the joint cover 9 is fixed downward from above, but the lowermost joint cover 9 (the joint cover 9 fixed to the lower pivot 6) is fixed upward, The lowermost joint cover 9 and the joint cover 9 immediately above the joint part 9 are not affected even when the joint part is narrowed, and the other end part 9b does not collide with another joint cover 9 and the joint part 2 is widened. The dimensions are such that 2 does not open.

Although it is possible to fix the joint cover 9 upward, if it is installed in this way, rainwater or the like may enter inside from between the joint covers 9, so that the other end 9b of the joint cover 9 faces downward. In the present embodiment, the sealant 10 is filled between the one end side 9 a of the uppermost and lowermost joint cover 9 and the housings 3 and 4. The sealing agent 10 is preferably made of a soft resin material that can prevent rain and the like from entering the joint cover 9 and does not hinder the rotation of the hinge member 5.

  When the sealant 10 is not filled between the lowermost joint cover 9 and the other housing 4, the lowermost joint cover 9 is fixed downward, and the inner surface of the joint cover 9 (surface on the joint portion side, rear side) You may arrange | position so that the surface of a side) may contact the wall surface of the other housing 4.

  When the upper and lower housings 3 and 4 are swung in different left and right directions due to an earthquake or the like, as shown in FIG. 4, the link member 7 rotates in the left and right directions around the pivotal support portion 6 at the upper and lower ends. Absorbs shaking motion.

  When the upper and lower housings 3 and 4 are swung in different front and rear directions due to an earthquake or the like, the link member 7 is moved back and forth with the hinge members 5 provided at the upper and lower ends of the link member 7 as fulcrums as shown in FIG. Rotate in the direction and absorb the shaking movement.

In the case where the upper and lower housings 3 and 4 are swung in different vertical directions due to an earthquake or the like, the link member 7 expands and absorbs the swinging motion as shown in FIG. At this time, the length of the joint cover 9 may be set so that no gap is generated between the adjacent joint covers 9.
When the joints of the upper and lower casings 3 and 4 are swung in different vertical directions due to an earthquake or the like, the link member 7 is reduced as shown in FIG. 7 to absorb the swinging movement.

[Different forms for carrying out the invention]
Next, different modes for carrying out the present invention shown in FIGS. 8 to 11 will be described. In the description of the different embodiments for carrying out the present invention, the same components as those in the first embodiment for carrying out the present invention are denoted by the same reference numerals, and redundant description is omitted.

  The second embodiment for carrying out the present invention shown in FIGS. 8 to 11 is mainly different from the first embodiment for carrying out the present invention in that a rail portion 11 is formed at the other end portion 9b. The wall cover device 1A is the same as the first embodiment for carrying out the present invention in that the joint cover 9A is used and the end cover plate 12 is provided on the rail portion 11. An effect can be obtained.

  The other end portion 9b of the joint cover 9 is formed with a rail portion 11 by bending (hemming bending), and the end portion cover plate 12 is accommodated in the rail portion 11 so as to be slidable.

  The end cover plate 12 is a metal plate, and its main body portion 12a is slidably attached to the rail portion 11 in a locked state. A bent portion 13 is formed on the protruding end portion, and is flat. It has a substantially L-shape. The bent portion 13 of the end cover plate 12 at the upper and lower portions is locked to the wall surface of the one housing 3 or the other housing 4, and when the upper and lower housings 3, 4 are swung in the left-right direction due to an earthquake, the joint cover 9 Drawn from.

  Further, the bent portion 13 is connected to the bent portion 13 of the adjacent end cover plate 12, and when the upper and lower casings 3 and 4 are swung in the left and right direction due to an earthquake, the end cover plates 12 are integrated. Pulled out. That is, when the upper and lower housings 3 and 4 are swung in the left and right direction due to the earthquake, the left and right end portions of the wall joint device 1 are not stepped, and the joint portion 2 can be prevented from opening in this portion.

  The end cover plate 12 has a size that does not drop off even when pulled out from the joint cover 9, and is always urged toward the center by an urging means (not shown) such as a spring. Yes. For this reason, when the shaking movement due to an earthquake or the like is settled, the pulled out end cover plate 12 automatically returns to the original position.

  In the embodiment of the present invention, the intermediate layer seismic isolation structure is described as an example. However, the wall joint device of the present invention is used for a joint between the building and the roof unit of the roof seismic isolation structure. May be.

  The present invention is used in an industry for manufacturing a wall joint device.

1, 1A: Joint device for wall surface, 2: Joint part,
3: one housing, 4: the other housing,
5: Hinge member, 6: Pivot,
7: Link member, 8: Bar member,
9: joint cover, 10: sealant,
11: Rail part, 12: End cover plate,
13: Bending part.

Claims (1)

A wall surface joint device for closing a joint portion between upper and lower housings, the upper end of which is attached to one housing between the upper and lower housings via an upper hinge member, and the lower end thereof is a lower portion of the other housing A link member having a plurality of pivot portions attached via hinge members, a plurality of bar members pivotally supported by the pivot portions of the link member and extending in the left-right direction, and one end of the plurality of bar members parts are fixed respectively, Ri and a plurality of joint cover closing the joint portion, the plurality of joint cover with bent substantially crank shape, the other end is the rail by bending is formed, the rail An end cover plate is further provided, and the end cover plate is pulled out from the rail and closes the joint when the upper and lower housings swing in different left and right directions due to an earthquake. Wall for a joint device according to claim.

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