JP3253260B2 - Floor damping device - Google Patents

Description

DETAILED DESCRIPTION OF THE INVENTION

[0001]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a floor vibration control device used for, for example, a floor structure of a building or a bridge.

[0002]

2. Description of the Related Art In an office building, there is a demand for a flexible architectural plan corresponding to a change in organization in order to use a floor surface for various purposes. Has become. And, the longer the span, the greater the deflection of the beam and the greater the daily floor vibration.

In such a case, a conventionally used floor vibration damping device synchronizes the natural frequency of the floor and the natural frequency of the vibration damping device to obtain a vibration damping effect, as shown in FIG. The weight for vibration suppression (for example, about 300k
g), a coil spring that elastically supports the movement of the weight in the vertical direction, and a damping device (silicon oil material).

[0004]

However, although this floor vibration damping device is also equipped with a variable rigidity device which can be adjusted to a change in the natural frequency of the floor, the adjustment range is ± 10%. Degree, and even larger (eg, ± 20
%) It was not enough considering that an adjustment range was required.

[0005] The conventional floor vibration damping apparatus has a problem that a sufficient floor vibration damping effect cannot be exhibited due to a narrow adjustment range.

[0006]

The gist for solving the above-mentioned problems of the floor vibration damping device according to the present invention includes a weight for vibration damping,
Before the該重Ri is composed of a top and bottom plates and the assembly bolt
A frame body interposed between the upper and lower plates and supported vertically movable, a spring member for elastically supporting the weight, and a damping device for attenuating the vertical vibration of the weight. A floor vibration control device for a large pillar space, and a cylindrical unit is used to finely adjust the natural frequency of the floor vibration control device.
A plurality of auxiliary springs that are included and formed into a cylindrical unit and are detachable are provided between the lower surface of the upper plate of the housing and the upper surface of the weight, and are cantilevered on the housing side.
The contact point between the leaf spring and the leaf spring attached to the weight side is
Consists of a rigid transmission member that slides in the horizontal direction and abuts
In addition, a variable stiffness device is provided that changes the stiffness of the leaf spring by moving the stiffness transmitting member and finely adjusts the natural frequency of the floor vibration damping device without any floor.

[0007]

According to the floor vibration damping device of the present invention, even if the natural frequency of the floor fluctuates more than the conventional adjustment range due to the finishing load or the loading load, the floor vibration damping device can be moved by the auxiliary spring. It is possible to quickly respond to the frequency.

[0009]

DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, a floor vibration damping device 1 according to the present invention.
Will be described with reference to the drawings. As shown in FIG. 1, the configuration of the floor vibration damping device 1 includes a vibration damping weight 2 and the weight 2.
And a frame 3 for supporting the movably in the vertical direction.

The weight 2 is a rectangular metal plate, for example,
A plurality of iron plates are stacked and integrated with bolts 2a. This total load is about 300 kg. At four corners of the stacked iron plates, through holes 2b are provided to penetrate vertically to be mounted on the frame body 3 so as to be vertically movable.

The frame 3 is made up of two upper and lower rectangular steel plates 3a and 3b such as steel plates and iron plates.
The assembly bolts 3c for holding and fixing the vertical gaps a and 3b are provided with four through-holes of the plate 3a on the tip side of the assembly bolt 3c erected on the boss 3d at the four places of the plate 3b. The plate 3a is inserted and inserted, and the double nut 3e is further inserted.
Is fixed and formed. For example, the overall size is, for example, about 500 mm in height and 22 in width.
0 mm and the width is about 980 mm.

Metal plates 3a, 3 of the assembling bolt 3c
b, the weight 2 is interposed, and the weight 2 is elastically disposed between the upper surface of the weight 2 and the lower surface of the plate 3a and the lower surface of the weight 2 and the upper surface of the plate 3b. Spring material 4 to support
Is interposed.

On both sides of the weight 2, damping devices 5 for damping the vertical vibration of the weight 2 are provided. In this damping device 5, for example, silicon oil is stored as a damping material in a box 5a opened at the upper end on the plate 3b side, and bolts 2d are vertically suspended from the weight 2 side via an L-shaped plate 2c. A damping plate 2e is attached to the lower end of the bolt, and is immersed in the silicone oil.

The lower surface of the weight 2 and the plate 3b of the frame 3
A variable stiffness device 8 that finely adjusts a natural frequency of a certain range of the floor vibration damping device 1 in a stepless manner is provided between the upper and lower surfaces.

As shown in FIGS. 1 to 3, the variable stiffness device 8 has a rectangular shape which is cantilevered by support members 8b from both ends of a rectangular flat base plate 8a fixed to the upper surface of a plate 3b. Stiffness transmitting members 8c, 8c attached to the weight 2 side and slidably contacting the contact with the leaf spring 7 in the horizontal direction.
The rigidity of the leaf spring 7 is changed by moving the contact position closer to or away from the support member 8b to finely adjust the natural vibration of the floor vibration damping device 1.

As shown in FIG. 1, the rigidity transmitting member 8c is provided with a gauge for measuring a contact position on one side. The means for sliding the rigidity transmitting member 8c in the left-right direction may be manually operated from a direction perpendicular to the plane of the drawing, or, as shown in FIG. It may be adjusted.

When the building has a large pillar-free space, a plurality (for example, 4) of which the adjustment range of the natural frequency of the floor vibration damping device 1 is widened so as to cope with the change of the natural frequency. The auxiliary spring 6) is provided between the lower surface of the plate 3a of the frame 3 and the upper surface of the weight 2.

The auxiliary spring 6 is smaller than the spring member 4 and has an adjusting bolt 6 for adjusting the free length of the spring.
a is screwed into a screw hole of the plate 3 a of the frame body 3, and the auxiliary spring 6 is pressed against the weight 2 at a flange portion at the tip end. On the side of the weight 2, a positioning protrusion 2f for preventing the displacement of the auxiliary spring 6 in the horizontal direction is formed. The auxiliary spring 6 is formed in a cylindrical unit, and can be easily removed. That is, a cylindrical unit including the auxiliary spring 6 and having a lid on the upper part is placed on the positioning protrusion 2f, and the adjustment bolt 6a may be pushed in from the screw hole of the plate 3a. By doing so, the auxiliary spring 6 may be attached on site, if necessary, and the rigidity of the auxiliary spring 6 may be adjusted by using the scale 6b to push the adjustment bolt 6a. In addition, since several types of cylindrical units having different hardnesses of the auxiliary springs are prepared, they are mounted according to the situation.

In addition, the floor vibration damping device 1 is provided with a suspending member 9 for hanging a hook when the device 1 is lifted by a hoist or the like on the upper plate 3a of the frame body 3. A restricting bolt 10 for restricting horizontal movement is provided. The lower plate 3b of the frame 3 is provided with a hole or a screw hole 3f for fixing the device 1 to a beam or the like.

The floor vibration damping device 1 thus formed
Is attached to, for example, a beam on the floor of a large pillarless space. With respect to the natural frequency of the floor to be damped, the natural frequency of the floor vibration damping device 1 is firstly determined by the four spring members 4, the primary frequency of the floor measured in advance without the device 1 working. Approximately to synchronize with. The weight 2 is set to about 1% of the effective mass with respect to the primary vibration mode of the floor.

The auxiliary spring 6 is connected to the adjusting bolt 6
The spring strength is adjusted by pushing it in with a. Due to the auxiliary spring 6, the natural frequency of the floor vibration damping device 1 can be adjusted by the current spring as shown in FIGS.
It is possible to adjust in a wide range from about 3.5 Hz to 6.1 Hz.

Further, the variable stiffness device 8 of the floor vibration damping device 1 adjusts the stiffness transmitting members 8c, 8c by sliding them in the lateral direction, thereby changing the stiffness of the leaf spring 7 so that the natural vibration of the device 1 can be changed. The number is finely adjusted to match the natural frequency of the floor. When the adjustment range of the variable stiffness device 8 was tested, the natural frequency of the device 1 was set to ± 1 Hz as shown in FIGS. 6 and 8 when the fundamental frequency of the device was 8.5 Hz. It can be set with.

Thus, in the floor vibration damping device 1,
By the auxiliary spring 6 and the variable stiffness device 8, the natural frequency of the device 1 can be adjusted in a wide range of about ± 20% of the basic frequency. Thus, the floor vibration damping device 1 can be used for floor vibration damping.

The adjustment range of the natural frequency of the floor vibration damping device 1 is changed by changing the number of the auxiliary springs 6 installed. For example, it is necessary to prepare various types of cylindrical units in advance. It is preferable to prepare a plurality of holes for mounting the cylindrical unit in the upper plate 3a of the frame 3.

Thus, the natural frequency of the floor vibration damping device 1 is
By adjusting to the natural frequency of the floor to be damped, the weight 2 of the floor damping device 1 resonates with the vibration of the floor to be damped and absorbs the vibration energy, so that a damping effect can be obtained. (To become a dynamic vibration absorber). For example, when the span length of the target floor is 17.0 m and the various numerical values of the apparatus are under the following conditions,

[Table 1] As shown in FIG. 9, shock excitation (by Bang Machine)
In the experiment, it was confirmed that the width of the maximum amplitude and the decay time were also greatly reduced, and an effective effect was exhibited.

[0026]

As described above, the floor vibration damping device of the present invention comprises a vibration damping weight, two upper and lower plates and an assembly bolt.
A rail member for supporting the movably該重Ri configured interposed by the <br/> downward in the two upper and lower plates from a spring material that supports the weight elastically, and below the weight a and damping device for damping vibrations, the floor vibration damping apparatus for no pillars large space of, the cylindrical unitized encapsulated in a cylindrical unit to finely adjust the natural frequency of the floor vibration damping device wearing
A plurality of detachable auxiliary springs are provided between a lower surface of an upper plate of the housing and an upper surface of the weight ;
The leaf spring cantilevered on the side and attached to the weight side before
Make contact with the leaf spring slidable horizontally
A variable stiffness device which comprises a stiffness transmitting member and changes the stiffness of the leaf spring by moving the stiffness transmitting member to fine-tune the natural frequency of the floor vibration damping device without permission. Thus, it is possible to adjust the natural frequency of the floor vibration damping device with an excellent effect. In addition, there is an excellent effect that the natural frequency of the floor vibration damping device can be finely adjusted.

[0027]

[Brief description of the drawings]

FIG. 1 is a front view showing a cross section of a right half of a floor vibration damping device according to the present invention.

FIG. 2 is a plan view of the floor vibration damping device according to the present invention.

FIG. 3 is a sectional view taken along line BB in FIG. 1;

FIG. 4 is a side view of the floor vibration damping device according to the present invention.

FIG. 5 is a perspective view of the floor vibration damping device according to the present invention;
It is sectional drawing which followed the -C line.

FIG. 6 is an explanatory diagram showing a span L of a leaf spring of the variable rigidity device in the floor vibration damping device according to the present invention.

FIG. 7 is a characteristic curve diagram showing a change in natural frequency depending on the presence or absence of the auxiliary spring.

FIG. 8 is a characteristic curve diagram showing a change in a natural frequency by the variable stiffness device of the floor vibration damping device according to the present invention.

FIG. 9 is an acceleration waveform diagram showing a result of impact excitation in an experiment in which the floor vibration damping device according to the present invention was used for floor vibration damping.

FIG. 10 is a front view (a) and a side view (b) of a floor vibration damping device according to a conventional example.

[Explanation of symbols]

1 floor vibration control device, 2 weights, 3 frames, 3a, 3b
Plate, 4 spring material, 5 damping device, 6 auxiliary spring, 6a
Adjustment bolt, 7 leaf spring, 8 variable rigidity device, 8b support member, 8c rigidity transmission member, 9 suspension member.

────────────────────────────────────────────────── ─── Continuation of the front page (56) References JP-A-8-200439 (JP, A) JP-A-4-307138 (JP, A) (58) Fields investigated (Int. Cl. ⁷ , DB name) E04B 5/43 E04B 1/36 E04F 15/18 601 E04H 9/02 341 F16F 15/00-103: 00

Claims (1)

(57) [Claims] 1. A weight for damping, two upper and lower plates and an assembling body.
And the weight is interposed between the upper and lower two plates.
A floor frame for a large pillar-free space, comprising: a frame body mounted and supported so as to be movable in the vertical direction; a spring material for elastically supporting the weight; and a damping device for attenuating the vertical vibration of the weight. an apparatus, circle to fine tune the natural frequency of the floor vibration damping device
A plurality of detachable auxiliary springs which are contained in a cylinder unit and formed into a cylindrical unit and are detachable are provided between a lower surface of an upper plate of the housing and an upper surface of the weight, and a single spring is provided on the housing side. Mounted on the weight side with leaf spring supported and supported
To make the contact point with the leaf spring slidable in the horizontal direction.
The rigid transmission member is configured to be in contact with the rigid transmission member.
A variable stiffness device for finely adjusting the natural frequency of the floor vibration damping device without permission by changing the stiffness of the leaf spring by moving the floor spring.