JP2014047494A - Vibration control ceiling structure - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide a vibration control ceiling structure having earthquake resistance.SOLUTION: A vibration control ceiling structure 1 comprises: a hanging bolt 11 suspended from a super structure 2; a hanger 12 attached to the lower end of the hanging bolt 11 and formed in a frame shape in cross-sectional view; a vibration-proof material 13 in a quadrangular pyramid shape formed and accommodated in an inner space of the hanger 12; a penetration bolt 14 ranging from the lower end of the hanger 12 to a ceiling substrate; and a diagonal member 15 for restricting the hanger 12. Left and right side faces of the vibration-proof material 13 are in close contact with the inner face of the hanger 12, and the penetration bolt 14 penetrates through the bottom of the hager 12 and the vibration-proof material 13 and is locked to the top face of the vibration-proof material 13.

Description

  The present invention relates to a vibration-proof ceiling structure.

  As a ceiling structure, a steel ceiling base that supports a ceiling board is suspended by a suspension bolt. The suspension bolt is suspended from a support structure such as an upper floor slab, and a plurality of ceiling foundation components constituting the ceiling foundation are connected to a lower end portion of the suspension bolt.

  In a ceiling structure that requires sound insulation performance, vibration transmitted through the suspension bolt may be absorbed by providing a vibration-proof suspension in the middle of the suspension bolt.

  This anti-vibration hanging hardware includes a frame and an anti-vibration material fixed to the bottom of the frame. The suspension bolt is divided into a part that is suspended from the upper structure and fixed to the top of the anti-vibration hanger, and a part that is fixed to the anti-vibration material of the anti-vibration hanger and suspends the ceiling base. The vibration transmitted through the suspension bolt is absorbed by the vibration isolating material.

On the other hand, when earthquake resistance is required, it is common to install braces from the upper structure to the ceiling foundation.
However, if the upper structure and the ceiling base are tied together by braces, the vibration-proof performance due to the vibration-proof hanging hardware is lowered.

  For this reason, Patent Document 1 discloses a ceiling structure that ensures seismic performance while retaining vibration-proof performance by enhancing the strength of the frame of the vibration-proof hanging hardware.

JP 2012-67545 A

  In the ceiling structure of Patent Document 1, it is necessary to install braces in order to ensure sufficient seismic performance when the ceiling is large. On the other hand, when the brace is installed, the vibration-proof performance is lowered, and it is difficult to achieve both the vibration-proof performance and the earthquake-proof performance.

  An object of the present invention is to solve the above-mentioned problems, and an object thereof is to propose a vibration-proof ceiling structure having earthquake resistance.

  In order to solve the above problems, a vibration-proof ceiling structure according to the present invention includes a suspension bolt suspended from an upper structure, a frame-shaped hanger attached to a lower end of the suspension bolt, and the hanger. Comprising a square pillar-shaped vibration isolator housed in the inner space of the hanger, a through bolt extending from the lower end of the hanger to the ceiling base, and an oblique material for restraining the hanger. The through-bolt penetrates the bottom of the hanger and the vibration isolator and is locked to the top surface of the vibration isolator.

According to this anti-vibration ceiling structure, since the anti-vibration material absorbs the vibration in the vertical direction, it is possible to prevent the vibration from being transmitted through the suspension bolt. Therefore, it is possible to construct a ceiling structure that ensures sound insulation performance.
Moreover, since the side surface of the vibration isolator is in contact with the hanger and the hanger is restrained by the diagonal member, it is possible to ensure earthquake resistance.
The “cross-sectional frame shape” refers to a cross-sectional shape formed in a frame shape.

  Another form of the vibration-proof ceiling structure according to the present invention further includes a portal plate comprising a horizontal piece placed on the top surface of the vibration-proof material and a pair of vertical pieces extending downward from the front and rear of the horizontal piece. And the front and rear sides of the vibration isolator are in close contact with the vertical piece, and the through bolt is locked to the horizontal piece.

  By doing so, it is possible to ensure earthquake resistance even with respect to horizontal force acting in the front-rear direction, so that it is possible to ensure earthquake resistance without being limited to the direction of action of the horizontal force. .

  According to still another aspect of the vibration-proof ceiling structure of the present invention, a pair of horizontal displacement prevention hardwares opposed to the ceiling base or the upper structure with the hanger interposed therebetween is fixed. Is arranged with a gap between the hanger. In this way, even when an excessive horizontal force is applied, the displacement is restrained by the horizontal displacement prevention hardware, so that safety can be ensured.

  If the front and rear width of the vibration isolator is larger than the front and rear width of the hanger and the vibration isolator protrudes from the front and rear of the hanger, the hanger prevents the deformation of the vibration isolator from being restrained. Therefore, excellent vibration-proof performance can be expressed.

  ADVANTAGE OF THE INVENTION According to this invention, the anti-vibration ceiling structure which has seismic performance and anti-vibration performance can be obtained.

It is sectional drawing which shows the outline | summary of the anti-vibration ceiling structure which concerns on 1st embodiment. (A) is sectional drawing which shows the detail of the anti-vibration ceiling structure of FIG. 1, (b) is the perspective view. It is sectional drawing which shows the outline | summary of the vibration-proof ceiling structure which concerns on 2nd embodiment. It is a perspective view which shows the detail of the anti-vibration ceiling structure of FIG.

<First embodiment>
As shown in FIG. 1, the anti-vibration ceiling structure 1 of the first embodiment suspends the ceiling base 3 with suspension bolts 11 suspended from the upper structure 2.

  The upper structure 2 includes a ceiling slab (upper floor slab), a roof slab, a beam, and the like. Although this embodiment demonstrates the case where the upper structure 2 consists of a reinforced concrete member, the material of the upper structure 2 is not limited. Moreover, although the case where the upper structure 2 is formed horizontally is demonstrated, the upper structure 2 may incline.

The anti-vibration ceiling structure 1 includes a suspension bolt 11, a hanger 12, an anti-vibration material 13, a through bolt 14, and an oblique material 15.
In the present embodiment, the case where the earthquake-resistant foundation 4 is disposed between the upper structure 2 and the ceiling foundation 3 will be described, but the earthquake-resistant foundation 4 may be omitted.

  The earthquake resistant base 4 is constituted by a steel frame or the like. The earthquake resistant base 4 is joined to the suspension bolt 11 and held by earthquake resistant braces 41 and 41 extending from the upper structure 2. In addition, the height position of the earthquake-resistant foundation | substrate 4 is not limited.

  The suspension bolt 11 is suspended from the upper structure 2 and penetrates the earthquake resistant base 4. A hanger 12 is attached to the lower end of the suspension bolt 11.

The hanger 12 constitutes a main body portion of the vibration-proof hanging hardware 10 and is disposed below the earthquake-resistant foundation 4.
As shown in FIG. 2A, the hanger 12 is formed in a frame shape when viewed from the front.

The hanger 12 is formed in a rectangular tube shape by bending a metal plate material into a rectangular frame shape, and both ends of the plate material are overlapped on the upper surface.
In addition, although this embodiment demonstrates the case where the hanger 12 is formed in the frame type | mold by bending a board | plate material, the formation method of the hanger 12 is not limited.

A through hole 12a for penetrating the suspension bolt 11 is formed in the center of the upper surface (overlapping portion) of the hanger 12 as shown in FIG. The through hole 12 a has an inner diameter that is equal to or larger than the bolt diameter of the suspension bolt 11.
Further, a nut 12b is fixed to the inner surface of the hanger 12 as shown in FIG. The nut 12b is fixed at a position corresponding to the through hole 12a. The lower end portion of the suspension bolt 11 is screwed into the nut 12b.

  The hanger 12 is also formed with a through hole 12c at the center of the bottom surface. The through hole 12 c has an inner diameter larger than the bolt diameter of the through bolt 14. A part of the bottom of the vibration isolator 13 and the through bolt 14 pass through the through hole 12c.

As shown in FIG. 2A, the vibration isolator 13 is a synthetic resin member housed in the hanger 12, and is formed in a quadrangular prism shape.
The left and right side surfaces of the vibration isolator 13 are in close contact with the inner surface of the hanger 12.

Further, as shown in FIG. 2B, the front surface portion (projecting portion 13 a) and the rear surface portion (projecting portion 13 a) of the vibration damping material 13 project from the front and rear of the hanger 12.
The width of the front and rear protruding portions 13a of the vibration isolator 13 is larger than the width of the hanger 12, and the vibration isolator 13 has an H shape in plan view. Since the protruding portion 13 a protrudes from the left and right side surfaces of the hanger 12, the vibration isolator 13 is prevented from coming out from the front and rear of the hanger 12.

  A projecting portion 13b is formed at the center of the bottom surface of the vibration isolator 13 as shown in FIG. The protruding portion 13b penetrates the bottom surface (through hole 12c) of the hanger 12.

The through bolt 14 is disposed so as to reach the ceiling base 3 from the lower end of the hanger 12, and holds the ceiling base 3.
The shaft center of the through bolt 14 coincides with the extension line of the shaft center of the suspension bolt 11.

  As shown in FIG. 2A, the through bolt 14 passes through the bottom portion (through hole 12 c) of the hanger 12 and the vibration isolation material 13. The head portion 14 a of the through bolt 14 has a diameter larger than that of the shaft portion, and is locked to a plate 16 (gate plate) disposed on the upper surface of the vibration isolator 13.

  Since the plate 16 is made of a plate material whose left and right widths are smaller than the inner width of the hanger 12, a gap is formed between the plate 16 disposed on the upper surface of the vibration isolator 13 and the inner surface of the hanger 12. Is done.

  As shown in FIG. 2B, the plate 16 includes a horizontal piece 16a placed on the upper surface of the vibration isolator 13 and a pair of vertical pieces 16b extending downward from the front and rear of the horizontal piece 16a (FIG. In b), only the front vertical piece 16b is shown).

  A through hole 16c for penetrating the through bolt 14 is formed at the center of the horizontal piece 16a. The through hole 16c has an inner diameter that is equal to or larger than the bolt diameter of the through bolt 14 and is smaller than the outer diameter (outer width) of the head 14a.

The vertical piece 16 b has a height smaller than the height of the vibration isolator 13 and is in close contact with the front surface or the rear surface of the vibration isolator 13.
The shape of the plate 16 is not limited as long as it does not contact the hanger 12. The material of the plate 16 is not limited as long as it does not deform due to vibration.

  A nut 17 is screwed to the through bolt 14 on the lower surface of the vibration isolator 13. A washer 18 is interposed between the nut 17 and the vibration isolator 13.

  The through bolt 14 is fixed to the vibration isolator 13 via a plate 16 and a washer 18 that sandwich the vibration isolator 13. The washer 18 has a plane area smaller than the plane area of the protruding portion 13b. For this reason, the washer 18 does not contact the hanger 12 even when vertical vibrations are applied.

As shown in FIG. 1, attachment means 14 b is fixed to the lower end of the through bolt 14.
The through bolt 14 holds the ceiling base 3 via the attachment means 14b.

The slanting material 15 is a shape that extends obliquely upward from the side surface of the hanger 12 and reaches the earthquake resistant base 4, and restrains the horizontal movement of the hanger 12.
The diagonal material 15 functions with respect to tensile force and compressive force.

The diagonal members 15, 15 are arranged on the left and right sides of the hanger 12, and are arranged in a reverse C shape when viewed from the front.
One end of the diagonal member 15 is fixed to the side surface of the hanger 12, and the other end of the diagonal member 15 is fixed to the lower surface of the earthquake resistant base 4.

In addition, the diagonal material 15 may be arrange | positioned by the front view C shape so that the hanger 12 and the ceiling base | substrate 3 may be connected.
Further, the diagonal member 15 may be fixed to the suspension bolt 11 or the through bolt 14 immediately above or directly below the hanger 12.

  The diagonal member 15 of the present embodiment is made of a steel section (so-called light groove shape steel) having a U-shaped cross section including a web and a pair of flanges. In addition, the shape material which comprises the diagonal material 15 is not limited, For example, the cross-section C-shaped channel material, L-shaped steel, etc. may be sufficient. Further, the material of the oblique member 15 is not limited, and may be, for example, an aluminum alloy or stainless steel.

  The ceiling base 3 includes a field edge 31 and a field edge receiving material 32. In the present embodiment, the case where the ceiling base 3 is horizontal will be described, but the ceiling base 3 may be inclined.

  The lower surface of the ceiling base 3 is covered with a ceiling plate material 33. The material of the ceiling board material 33 is not limited, but is preferably lightweight and excellent in sound insulation.

  The field edge 31 is a rod-like member that holds the ceiling plate material 33 and constitutes a part of the ceiling base 3. The field edge 31 of the present embodiment is a steel base material defined in JIS A 6517 building steel base material (wall / ceiling).

  The field edge 31 is fixed to the upper surface of the ceiling board material 33 in a state where the web is in contact with the upper surface of the ceiling board material 33, and the field edge 31 is in a state where the pair of flanges are in contact with the lower surface of the field edge receiving material 32. It is fixed to the lower surface of the receiving member 32. In addition, the fixing method of the field edge 31 and the field edge receiving material 32 is not limited, For example, you may fix directly with a bis | screw etc., and you may fix via the jig | tool for fixing.

  The shape material which comprises the field edge 31 is not limited, For example, a C-shaped channel material, L-shaped steel, etc. may be sufficient. The material of the field edge 31 is not limited, and may be, for example, an aluminum alloy or stainless steel. Further, the direction of the field edge 31 is not limited. For example, one flange may be fixed to the ceiling plate member 33.

The field edge receiving member 32 is a rod-like member that holds the field edge 31 and constitutes a part of the ceiling base 3.
The field edge receiving material 32 is arranged in a direction intersecting with the field edge 31. That is, in the ceiling base 3, a grid-like base material is formed by the field edge 31 and the field edge receiving material 32.

  The field edge receiving material 32 is a steel base material defined in JIS A 6517 building steel base material (wall / ceiling). In the present embodiment, the field edge receiving material 32 is arranged in a direction in which the pair of flanges are arranged vertically, but the direction of the field edge receiving material 32 is not limited.

  Moreover, the shape material which comprises the field edge receiving material 32 is not limited, For example, a C-shaped channel material, L-shaped steel, etc. may be sufficient. Further, the material of the field edge receiving material 32 is not limited, and may be, for example, an aluminum alloy or stainless steel.

The field edge receiving member 32 is fixed to the through bolt 14 via the attachment means 14b.
In addition, the fixing method of the field edge receiving material 32 and the penetration bolt 14 is not limited.

According to the vibration-proof ceiling structure 1 of the first embodiment, both vibration-proof performance (sound insulation performance) and earthquake-proof performance can be achieved.
That is, since the vibration isolator 13 absorbs the vibration in the vertical direction, it is possible to prevent the vibration from being transmitted through the suspension bolt 11.
In addition, since the left and right side surfaces of the vibration isolator 13 are in close contact with the hanger 12 and the hanger 12 is restrained with respect to the left and right by the slanting material 15, seismic performance is ensured.

  Since the front and rear protruding portions 13a and 13a are locked to the hanger 12 and are restrained by the vertical piece 16b of the plate 16, the vibration isolator 13 comes out of the hanger 12 even if a front-rear direction force is applied. There is no.

  Since the through bolt 14 and the hanger 12 are not in direct contact with each other, no force (vibration) is directly transmitted between the hanger 12 and the through bolt 14. Further, since the plate 16 and the washer 18 are configured so as not to contact the hanger 12, no force (vibration) is transmitted between the hanger 12 and the through bolt 14, and the vibration isolating material. 13 is absorbed.

  Since the front and rear of the hanger 12 are open and the front and rear surfaces of the vibration isolator 13 are exposed, even when the vibration isolator 13 contracts in the vertical direction when vertical vibrations are applied. The vibration isolator 13 can expand in the front-rear direction. Therefore, the deformation of the vibration isolator 13 is not constrained by the hanger 12 and exhibits excellent vibration isolating performance.

  By constraining the hanger 12 with the diagonal members 15, 15, the horizontal movement of the hanger 12 is also constrained, so that the displacement (swing) of the ceiling base 3 is also constrained. Note that the specifications (length, bolt diameter, etc.) of the through bolts 14 may be set according to the hardness of the vibration isolator 13 and the height of the ceiling base material 3, but restrain the displacement (swing) of the ceiling base 3. From this viewpoint, it is desirable to shorten the distance from the head 14a of the through bolt 14 to the ceiling base 3 as much as possible.

<Second Embodiment>
The anti-vibration ceiling structure 1 of 2nd embodiment suspends the ceiling base | substrate 3 with the suspending bolt 11 suspended from the upper structure 2, as shown in FIG.
In addition, since the structure of the upper structure 2 and the ceiling base 3 is the same as the content shown in 1st embodiment, detailed description is abbreviate | omitted.

  The anti-vibration ceiling structure 1 includes a suspension bolt 11, a hanger 12, an anti-vibration material 13, a through bolt 14, an oblique material 15, and a horizontal displacement prevention hardware 19.

  The suspension bolt 11 is suspended from the upper structure 2, and the hanger 12 is suspended at the lower end thereof.

The hanger 12 constitutes a main body portion of the vibration-proof hanging hardware 10 and is attached to the lower end of the hanging bolt 11.
The details of the hanger 12 are the same as the contents shown in the first embodiment, and a detailed description thereof will be omitted.

The anti-vibration material 13 is a synthetic resin member housed inside the hanger 12 and is formed in a quadrangular prism shape.
The details of the vibration isolator 13 are the same as the contents shown in the first embodiment, and thus detailed description thereof is omitted.

The through bolt 14 is disposed so as to reach the ceiling base 3 from the lower end of the hanger 12, and holds the ceiling base 3.
Note that the details of the through bolt 14 are the same as the contents shown in the first embodiment, and a detailed description thereof will be omitted. Further, since the method for fixing the through bolt 14 and the ceiling base 3 is the same as that shown in the first embodiment, detailed description thereof is omitted.

  Since the plate (gate-type plate) 16 is made of a plate material whose left and right widths are smaller than the inner width of the hanger 12, it is between the plate 16 disposed on the upper surface of the vibration isolator 13 and the inner surface of the hanger 12. A gap is formed in.

  As shown in FIG. 4, the plate 16 includes a horizontal piece 16a placed on the top surface of the vibration isolator 13 and a pair of vertical pieces 16b extending downward from the front and rear of the horizontal piece 16a (in FIG. 4, the front vertical piece 16b). Only display) and formed in a portal shape.

  A through hole 16c for penetrating the through bolt 14 is formed at the center of the horizontal piece 16a. The through hole 16c has an inner diameter that is equal to or larger than the bolt diameter of the through bolt 14 and is smaller than the outer diameter (outer width) of the head 14a.

The vertical piece 16 b has a height that is greater than the height of the vibration isolator 13. The vertical piece 16 b covers the front surface or the rear surface of the vibration isolation material 13 and is in close contact with the front surface or the rear surface of the vibration isolation material 13.
The shape of the plate 16 is not limited as long as it does not contact the hanger 12. The material of the plate 16 is not limited as long as it does not deform due to vibration.

As shown in FIG. 3, a nut 17 is screwed to the through bolt 14 on the lower surface of the vibration isolator 13. A washer 18 is interposed between the nut 17 and the vibration isolator 13.
Since the structure of the nut 17 and the washer 18 is the same as that shown in the first embodiment, detailed description thereof is omitted.

The diagonal member 15 is a shape member that extends obliquely upward from the side surface of the hanger 12 and reaches the upper structure 2, and restrains the hanger 12.
Since the structure of the other diagonal material 15 is the same as the content shown in 1st embodiment, detailed description is abbreviate | omitted.

The horizontal displacement prevention hardware 19 is an L-shaped member in sectional view fixed to the ceiling base 3 (field receiving material 32).
In the present embodiment, a pair of horizontal displacement prevention hardware 19, 19 are arranged so as to face each other with the hanger 12 sandwiched from the left and right.

Note that the horizontal displacement prevention hardware 19 is not necessarily fixed to the ceiling base 3, and may be fixed to the upper structure 2, the earthquake-resistant base, or the like, for example, although not shown.
Further, the horizontal displacement prevention hardware 19 may be disposed so as to be sandwiched from the front and back of the hanger 12 (plate 16).

The horizontal displacement prevention hardware 19 is composed of a base portion 19a fixed to the ceiling base 3 and a standing portion 19b that stands vertically from the base portion 19a.
The standing portion 19 b has a height such that the upper end is above the bottom of the hanger 12.
A gap is formed between the side surface of the hanger 12 and the standing portion 19b.

The horizontal displacement prevention hardware 19 may be disposed as necessary and may be omitted.
Moreover, the shape of the horizontal displacement prevention hardware 19 is not limited, For example, a U shape, a box shape, and a U shape may be sufficient.

  As described above, according to the vibration-proof ceiling structure 1 of the second embodiment, the vibration-proof material 13 is constrained from the front-rear direction by the portal plate 16, so that it is also resistant to horizontal forces acting in the front-back direction. Can be secured. Therefore, it is possible to ensure earthquake resistance without being limited to the direction in which the horizontal force acts.

  In addition, since a pair of horizontal displacement prevention hardwares 19 and 19 facing each other with the hanger 12 sandwiched between the left and right sides of the hanger 12, an excessive horizontal force that cannot be restrained only by the diagonal members 15 and 15 acts. Even in this case, since the displacement of the hanger 12 is restrained by the horizontal displacement prevention hardware 19, 19, safety can be ensured.

Since the horizontal displacement prevention hardware 19 has a gap between the hanger 12 and the hanger 12 in a normal state, vibration in the vertical direction is not transmitted between the hanger 12 and the horizontal displacement prevention hardware 19.
Therefore, the vibration proof performance (sound insulation performance) is not deteriorated by arranging the horizontal displacement prevention hardware 19.

  The operational effects of the anti-vibration ceiling structure 1 according to the other second embodiment are the same as those of the anti-vibration ceiling structure 1 of the first embodiment, and thus detailed description thereof is omitted.

  The embodiment according to the present invention has been described above. However, the present invention is not limited to the above-described embodiment, and the above-described components can be appropriately changed without departing from the spirit of the present invention.

For example, the vibration isolator 13 does not necessarily have to protrude from the front and back of the hanger 12. Further, the width of the protruding portions 13 a before and after the preventing member 13 is not necessarily larger than the width of the hanger 12.
Further, the plate 16 does not necessarily have a gate shape, and may be, for example, a flat plate.

  In the case where a plurality of anti-vibration suspension hardware 10 is provided, the anti-vibration ceiling having earthquake resistance is not limited by the direction of the horizontal force by rotating the direction of the adjacent anti-vibration suspension hardware 10 by 90 °. Structure 1 can be constructed.

  Moreover, the hanger 12 does not necessarily need to have a rectangular tube shape (front view frame type) as long as the hanger 12 has a frame shape in cross section. For example, it may be formed in a box shape, or nails for preventing the vibration isolator 13 from slipping out may be formed before and after the hanger 12.

DESCRIPTION OF SYMBOLS 1 Anti-vibration ceiling structure 10 Anti-vibration hanging hardware 11 Hanging bolt 12 Hanger 13 Anti-vibration material 14 Through bolt 14a Head 15 Diagonal material 16 Plate (gate type plate)
16a Horizontal piece 16b Vertical piece 19 Horizontal displacement prevention hardware 2 Upper structure 3 Ceiling base

Claims (4)

Suspension bolts suspended from the upper structure,
A cross-sectional frame-shaped hanger attached to the lower end of the suspension bolt;
A quadrangular pillar-shaped vibration isolator housed in the inner space of the hanger;
A through bolt extending from the lower end of the hanger to the ceiling base,
An anti-vibration ceiling structure comprising an oblique member that restrains the hanger,
The left and right side surfaces of the vibration isolator are in close contact with the inner surface of the hanger,
The anti-vibration ceiling structure, wherein the through bolt penetrates the bottom of the hanger and the anti-vibration material and is locked to the upper surface of the anti-vibration material. Further comprising a portal plate comprising a horizontal piece placed on the top surface of the vibration isolator, and a pair of vertical pieces extending downward from the front and rear of the horizontal piece,
The front and back sides of the vibration isolator are in close contact with the vertical piece,
The anti-vibration ceiling structure according to claim 1, wherein the through bolt is locked to the horizontal piece. A pair of horizontal displacement prevention hardware facing the ceiling base or the upper structure with the hanger interposed therebetween is fixed,
The anti-vibration ceiling structure according to claim 1 or 2, wherein the horizontal displacement prevention hardware is disposed with a gap between the horizontal displacement prevention hardware and the hanger.   The front and rear width of the vibration isolator is larger than the front and rear width of the hanger, and the vibration isolator protrudes from the front and rear of the hanger. Anti-vibration ceiling structure as described in 1.

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