TWI506187B - Wet light partition wall - Google Patents

Description

Wet light compartment wall

The invention relates to buildings, and more particularly to a wet light compartment wall.

According to the partition wall, because of its functions of sound insulation, anti-theft, space definition and privacy protection, as well as its advantages of light weight, quick construction and easy assembly, it is an important part of the non-structural structure of the building. The partition wall is divided into a dry partition wall and a wet partition wall by having a concrete structure or not.

A wet partition wall 1 is known as shown in FIG. 1 and includes a plurality of root columns 2, a second panel 3 and a concrete structure 4. Wherein, the two columns 2 are vertically arranged at intervals; the two panels 3 are disposed on the front and rear sides of the two columns 2, and are fixed by the plurality of screws 5 passing through and locked into the column 2; the concrete structure 4 is light The mortar is poured between the two panels 3 and is formed after being dried. It is true that the aforementioned partition wall 1 provides the advantages of use as described above, but it is fixed to the vertical wall surface 6 of the building in such a manner that the outermost column 2 at the position is penetrated by the nail body 7 under the current working method. And the concrete structure 4 is filled in each of the columns 2, and in the case where the column 2, the panel 3 and the concrete structure 4 together form a rigid wall, and the bottom of the concrete structure 4 is fixed to the floor of the building, when an earthquake occurs At the time (especially the horizontal force), the partition wall 1 is easy to rotate with the bottom part of the building and the floor of the building as a fulcrum, which is not only easy to cause the partition wall 1 The bottom of the bottom is broken, and when the inter-layer displacement angle reaches 0.021, the partition wall 1 will be detached from the vertical wall surface 6, which causes inconvenience in repairing afterwards, and causes the water pipe hidden inside the partition wall 1 to be damaged. Hey.

In view of this, the main object of the present invention is to provide a wet light compartment wall which can reduce the damage caused by the horizontal seismic force of the partition wall.

In order to achieve the above object, the wet light compartment wall provided by the present invention comprises an upper seat plate, a lower seat plate, two first columns, at least two second columns, two panels, a concrete structure and two filler materials. The two first pillars are disposed at the two ends of the upper and lower seat panels, and each has a side end; the at least two second pillars are disposed between the upper seat panel and the lower seat panel. And between the two first columns, each of the second columns has a web and two wings, the web has a first spacing between the edges adjacent to the first column; the two panels are fixed to the front and the rear a wing of the second column and a second pouring space to form a pouring space; the concrete structure is filled with concrete into the casting space and formed by dry solidification; the two filling materials are respectively disposed on the first Between a column and a second column.

In this way, when the partition wall is subjected to horizontal seismic force, the wall mechanical behavior changes from complete rotation to slight rotation to reduce the damage caused by the horizontal seismic force of the partition wall.

In order that the present invention may be more clearly described, the preferred embodiments are illustrated in the accompanying drawings.

Referring to FIG. 2 to FIG. 4 , a wet light compartment wall 100 according to a preferred embodiment of the present invention includes an upper seat panel 10 , a lower seat panel 12 , two first pillars 14 , and a plurality of second pillars 18 . Two panels 20, a concrete structure 24 and three fillers 26. among them: The upper seat plate 10 and the lower seat plate 12 are respectively an elongated strip-shaped frame, wherein the upper seat plate 10 is fixed to the ceiling A of the building, the lower seat plate 12 is fixed to the floor B of the building, and the upper seat plate 10 is parallel. .

The two first columns 14 are erected on both ends of the upper seat plate 10 and the lower seat plate 12. As shown in FIG. 5, the first column 14 is formed by a web 14a and a second wing 14b. The C-shaped long frame body, and the first column 14 is a plurality of nail bodies 16 passing through the web 14a from top to bottom, and is fixed after being nailed into the vertical wall surface C of the building. Further, the free end of the flap 14b of each of the first pillars 14 is folded inward to form one end 14c.

The second column 18 has the same structure as the first column 14, that is, the same frame 18a and the two wings 18b form a long frame having a C-shaped cross section. The second pillars 18 are disposed between the upper deck plate 10 and the lower deck plate 12 and are spaced apart from each other between the two first pillars 14 . Wherein, the second column 18 arranged at the outermost side must have a first spacing S1 between the web 18a and the edge 14c adjacent to the first column 14, so as to cope with the horizontal force caused by the earthquake. Pressure damage.

The two panels 20 are respectively inserted through the plurality of screws 22 and locked into the wings 18b of the second pillars 18, and the second pillars 18 are fixedly disposed front and rear. The two panels 20 are arranged in parallel with each other. The outermost two second columns 18 are collectively arranged to form a pouring space. Moreover, the inner surface of each panel 20 abuts against the wing 14b corresponding to the first pillar 14, and a third spacing S3 is reserved between the outer edge (vertical side) of each panel 20 and the vertical wall C of the building. The third pitch S3 is not less than 1 cm.

The concrete structure 24 is formed by pouring lightweight concrete into the casting space and drying it. A second spacing S2 is maintained between the top surface of the concrete structure 24 and the upper seating panel 10, and the second spacing S2 is between 1 and 1.75 centimeters. The second spacing S2 is set in such a manner that the wet light compartment wall 100 is not a load-bearing wall. If it is in direct contact with the floor panel (ceiling), the bearing capacity of the upper structure will be transferred to affect the quality of the partition wall. In addition, lubricating oil (not shown) is coated on the inner side of the lower seat plate 12 to reduce the adhesion of the concrete structure 24 to the lower seat plate 12.

Two of the fillers 26 are disposed between the first partition 14 and the adjacent one of the second pillars 18, that is, the filler 26 is located inside the web 14a of the first pillar 14 to the phase. Adjacent to the outside of the web 18a of the second column 18; another filler 26 is disposed between the top surface of the concrete structure 24 and the upper seat panel 10, that is, fills the second spacing S2. The foregoing filler material 26 is preferably selected from fireproof building materials or soundproof building materials, such as rock wool wadding.

The above is the structure of the wet light compartment wall 100 which is a preferred embodiment of the present invention. The second column 18, the panel 20 and the concrete structure 24 are combined to form a rigid wall, and the first spacing S1, the panel 20 and the building are respectively maintained between the rigid wall and the first outer columns 14 of the two outer sides. The third spacing S3 is reserved between the vertical wall surfaces C, and the contact portion between the lower seat panel 12 and the concrete structure 24 is coated with lubricating oil. The combination of the foregoing factors will cause the rigid wall to be affected by the horizontal force. The mechanical behavior of the wall will change from full rotation to slight rotation, and more will be converted into slip. This situation can reduce the damage caused by the horizontal seismic force of the wet light compartment wall 100.

It is worth mentioning that the size of the first spacing S1 is related to the height of the wet light compartment wall 100. Since the interlayer displacement angle reaches 0.005, the structure structure and the wet light compartment wall 100 are There is a slight squeezing situation, so the first spacing S1 is set to be the product of the height of the partition wall of 0.005, and in the present embodiment, that is, the height is 300 cm, the value of the first spacing S1 is 1.5. The centimeter, in other words, the first spacing S1 is set such that the wet lightweight compartment wall 100 does not participate in the deformation of the structure when the interlayer displacement angle is not more than 0.005, and the lower seat panel 12 and the concrete structure 24 are relatively lowered. The degree of damage between the two, when the wet light compartment wall 100 of the present embodiment is provided with a water pipe (vertical arrangement), and the outer pipe is covered with fireproof ceramic fiber cotton or other soft fireproof material, The lightweight concrete during grouting does not have a buffer space in contact with the water pipe, so that the water pipe is delayed until the inter-layer displacement angle is 0.03, and the water pipe occurs when the inter-layer displacement angle is 0.021 with the known partition wall. Compared with the damage, the present invention does More practical and progressive.

The above is only a preferred embodiment of the present invention, and equivalent changes to the scope of the present invention and the scope of the patent application are intended to be included in the scope of the present invention.

100‧‧‧ Wet light compartment wall

10‧‧‧Seat board

12‧‧‧ lower seat board

14‧‧‧First column

14a‧‧‧ web

14b‧‧‧ wing

14c‧‧‧Edge

16‧‧‧nail body

18‧‧‧second column

18a‧‧‧ web

18b‧‧‧ wing

20‧‧‧ panel

22‧‧‧ screws

24‧‧‧Concrete structure

26‧‧‧Filling materials

A‧‧‧Ceiling of buildings

B‧‧‧Floor of the building

Vertical wall of C‧‧‧ buildings

S1‧‧‧first spacing

S2‧‧‧Second spacing

S3‧‧‧ third spacing

1 is a partial cross-sectional view of a known wet partition wall; FIG. 2 is a perspective view of a wet light compartment wall according to a preferred embodiment of the present invention; FIG. 3 is a cross-sectional view taken along line 3-3 of FIG. 2; 2 to 4-4 direction cross-sectional view; and FIG. 5 is a partial enlarged view of FIG.

100‧‧‧ Wet light compartment wall

10‧‧‧Seat board

12‧‧‧ lower seat board

14‧‧‧First column

18‧‧‧second column

20‧‧‧ panel

22‧‧‧ screws

24‧‧‧Concrete structure

Claims (8)

The utility model relates to a wet light compartment wall, which comprises: an upper seat plate and a lower seat plate; two first columns are placed on both ends of the upper seat plate and the lower seat plate, and each has a side end; at least two a second column disposed between the upper seat plate and the lower seat plate and located between the two first columns, each second column having a web and a second wing, the web and the edge adjacent to the first column Between the ends, there is a first spacing; the second panel is a wing plate fixed to the second column in front and rear, and is coextensively formed with the second column to form a pouring space, the outer edge of the two panels and a building structure a third spacing between the walls of the body; a concrete structure for pouring concrete into the casting space and forming a dry solid; and at least two filling materials respectively disposed on the first column and the second Between the columns. The wet lightweight compartment wall of claim 1, wherein the first spacing has a value of at least 0.005 and a product of the wet light compartment wall height. The wet light compartment wall according to claim 1, wherein each of the first pillars has a C-shaped cross section, and each of the first pillars has a web; each of the fillers is disposed on a web of each first pillar From the inside to the outside of the web of the adjacent second column. The wet light compartment wall of claim 3, wherein the filler material is a fireproof building material. The wet light compartment wall of claim 3, wherein the filler material is a soundproof building material. The wet light compartment wall of claim 1, wherein the top surface of the concrete structure and the upper seat panel have a second spacing, the second spacing being between 1 and 1.75 centimeters. The wet light compartment wall according to claim 1, wherein each of the first pillars has two wings; the inner surface of the two panels abuts the two wings of each first pillar, and the third spacing is not less than 1 cm. The wet light compartment wall according to claim 1, wherein the lower seat plate is a ㄩ-shaped frame, and lubricating oil is coated on the inner side of the ㄩ-shaped frame.