KR200475111Y1 - Coner Reinforced Building Slab - Google Patents

Coner Reinforced Building Slab Download PDF

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Publication number
KR200475111Y1
KR200475111Y1 KR2020130005944U KR20130005944U KR200475111Y1 KR 200475111 Y1 KR200475111 Y1 KR 200475111Y1 KR 2020130005944 U KR2020130005944 U KR 2020130005944U KR 20130005944 U KR20130005944 U KR 20130005944U KR 200475111 Y1 KR200475111 Y1 KR 200475111Y1
Authority
KR
South Korea
Prior art keywords
reinforcing
bottom portion
side wall
damping layer
corner
Prior art date
Application number
KR2020130005944U
Other languages
Korean (ko)
Inventor
이영제
Original Assignee
주식회사 에이브이티
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 주식회사 에이브이티 filed Critical 주식회사 에이브이티
Priority to KR2020130005944U priority Critical patent/KR200475111Y1/en
Application granted granted Critical
Publication of KR200475111Y1 publication Critical patent/KR200475111Y1/en

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/18—Separately-laid insulating layers; Other additional insulating measures; Floating floors
    • E04F15/20—Separately-laid insulating layers; Other additional insulating measures; Floating floors for sound insulation
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F19/00—Other details of constructional parts for finishing work on buildings
    • E04F19/02—Borders; Finishing strips, e.g. beadings; Light coves
    • E04F19/04—Borders; Finishing strips, e.g. beadings; Light coves for use between floor or ceiling and wall, e.g. skirtings
    • E04F19/0486—Corner filling pieces
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F2290/00—Specially adapted covering, lining or flooring elements not otherwise provided for
    • E04F2290/04—Specially adapted covering, lining or flooring elements not otherwise provided for for insulation or surface protection, e.g. against noise, impact or fire
    • E04F2290/041—Specially adapted covering, lining or flooring elements not otherwise provided for for insulation or surface protection, e.g. against noise, impact or fire against noise

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)

Abstract

A building slab having a corner reinforcement structure is disclosed. According to the present invention, a building slab having a corner reinforcing structure includes a bottom portion of a building and side walls formed perpendicularly to one side of the bottom portion, and the reinforcement means Is formed.
According to this structure, the reinforcing means is formed at the corner portion where the bottom portion and the side wall of the building are connected to each other, so that the durability can be improved.

Description

{Coner Reinforced Building Slab} having a corner reinforcing structure [

The present invention relates to a building slab having a corner reinforcement structure, and more particularly, to a slab forming a floor or a ceiling of a building, in which reinforcing means is formed so as to have reinforcement at a connection portion between a side wall and a floor, And more particularly to a construction slab capable of improving durability.

Generally, when a multi-story building is constructed, a slab separating the floor and the floor is formed, and the slab forms the bottom surface and the lower floor ceiling.

Sidewalls are installed along the edges of the slab to partition the interior space.

On the other hand, seismic performance has been recently established to prevent a building collapse accident due to an earthquake.

Korean Patent No. 10-1266215 has been filed with a patent relating to a " double seam structural system with improved seismic performance ".

As shown in FIGS. 1 and 2, according to the related art, a slab bottom 100 'and a side wall 200' are formed at right angles to form a substantially cross-sectional structure.

And the slab bottom 100 'is formed on the upper surface with a shielding portion 500' for vibration and soundproofing.

As shown in FIG. 2, there is a problem that the fragile portion P is damaged due to an impact applied to the floor 100 'of the building.

For example, when a strong impact is generated on the floor during the installation of heavy mechanical equipment, there is a problem that the connected edge portion (P) of the floor and the side wall is most damaged.

Also, when the building is deformed by an earthquake, the area where the most damage occurs is the corner where the floor and the side wall are connected.

The present invention has been conceived to overcome the above-described problems of the prior art, and it is an object of the present invention to provide a slab forming a floor or a ceiling of a building, in which reinforcing means is formed to have a reinforcement at a corner portion where a side wall and a floor are connected, It is an object of the present invention to provide a building slab having a corner reinforcement structure for improving durability.

The object of the present invention is to provide a floor structure of a building and a side wall vertically formed on one side of the floor, and a reinforcing means is provided on a corner portion where the bottom and side walls are connected, The present invention can be achieved by a building slab having a corner reinforcing structure.

The reinforcing means is a reinforcing projection formed integrally with the bottom portion and the side wall so as to protrude from the connection portion between the bottom portion and the side wall.

And a damping layer is further formed between the reinforcing projection and the bottom portion and the side wall.

Wherein the damping layer is a synthetic resin material having a cushion.

According to the present invention, the reinforcement means is formed at the corner portion where the bottom portion and the side wall of the building are connected to each other, so that the durability can be improved.

Figures 1 and 2 illustrate a building slab according to the prior art,
3 is a cross-sectional view of a building slab having a corner reinforcement structure according to the present invention,
Fig. 4 is a sectional view showing another embodiment of a building slab having a corner reinforcing structure according to the present invention; Fig.
5 is a perspective view showing still another embodiment of a building slab having a corner reinforcement structure according to the present invention.

Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings.

FIG. 3 is a cross-sectional view showing a construction slab having a corner reinforcement structure according to the present invention, FIG. 4 is a cross-sectional view showing another embodiment of a construction slab having a corner reinforcement structure according to the present invention, Fig. 7 is a perspective view showing another embodiment of a building slab having a corner reinforcing structure according to the present invention.

3 to 5, a building slab having a corner reinforcing structure according to the present invention includes a bottom part 100 of a building, a side wall 200 vertically formed on one side of the bottom part 100, And reinforcement means is formed to have a reinforcement at corner portions where the bottom portion 100 and the side wall 200 are connected.

The reinforcing means includes a bottom portion 100 and a reinforcing protrusion 300 integrally formed with the side wall 200. The reinforcing protrusion 300 is formed integrally with the bottom portion 100 and the side wall 200,

The reinforcing protrusion 300 may be formed longitudinally along one side of the bottom portion 100 or may be partially short-formed.

4, a damping layer 400 is further formed between the reinforcing protrusion 300 and the bottom portion 100 and the side wall 200. As shown in FIG.

The damping layer 400 is preferably made of a synthetic resin material having a cushioning property and the impact force applied to the bottom portion 100 from the side wall 200 or the impact force transmitted from the bottom portion 100 to the side wall 200 due to the damping layer 400 It can be mitigated and exhibits vibration suppression function.

The damping layer 400 is fixed by the reinforcing projection 300 and the fixing means.

A plurality of protrusions 410 are formed on the damping layer 400 and a plurality of grooves 320 into which the protrusions 410 are inserted are formed in the reinforcing protrusions 300. [ .

An adhesive is applied to the groove 320 to enhance the fixing force.

Therefore, the damping layer 400 and the reinforcing protrusion 300 can be integrated and firmly coupled by fitting and fixing the protrusion 410 and the groove 320 together.

The first damping layer 450, the second damping layer 430, and the finish layer 460 are sequentially formed on the top of the bottom portion 100 to have a dustproof and soundproof performance.

The first damping layer 450 is formed by applying a predetermined thickness to the upper surface of the bottom portion 100 or by attaching a plate-shaped member to the upper surface of the bottom portion 100.

That is, the plate-shaped first damping layer 450 is adhered and fixed to the bottom portion 100 by an adhesive means, and is formed of a synthetic resin material having a cushion.

The first damping layer 450 exhibits excellent vibration damping function by absorbing and exhausting vibrational energy while deforming its shape until the vibration generated by the applied impact disappears.

The second damping layer 430 is integrally fixed to the upper portion of the first damping layer 450.

The finishing layer 460 constitutes a flooring material and is made of a hard synthetic resin panel or a wood panel.

As shown in FIG. 5, according to another embodiment of the present invention, the bottom part 100 includes a large number of air bubbles in the concrete, lightweight foamed concrete 600 in which the weight of the concrete is lightened by using lightweight aggregate ); An interlayer flooring 700 formed on the lightweight foamed concrete 600 and having an interlayer sound insulation and vibration damping function; A finished mortar formed on top of the interlayer flooring material 700; And a bottom plate 800 formed on top of the finished mortar.

The interlayer flooring material 700 is a plate made of a material such as polyethylene (PE), has a plurality of grooves filled with the elastic supporting member 710, and has a plurality of heat dissipating grooves 720 Is formed.

The elastic supporting member 710 serves to buffer the fatigue load of the interlayer flooring material 700 and to closely adhere to the upper and lower structures. The elastic supporting member 710 has a coil spring shape and is formed to protrude slightly from the upper portion of the interlayer flooring material desirable.

The plurality of heat dissipating grooves 720 formed on the interlayer flooring material 700 allow the radiant heat generated from the heating pipe to be transmitted to the floorboard or the floor panel.

Although the present invention has been described in connection with the above-mentioned preferred embodiments, it will be apparent to those skilled in the art that various modifications and variations can be made without departing from the spirit and scope of the invention, It is obvious that the claims fall within the scope of the claims.

100; Bottom portion 200; Side wall
300; Reinforced protrusion 320: groove
400; Damping layer 410:
430: second damping layer 450: first damping layer
460: Finishing layer 500:
600: Lightweight foamed concrete 700: Interlayer flooring
710: elastic supporting member 720: heat dissipating groove

Claims (7)

A bottom portion of the building and a side wall vertically formed on one side of the bottom portion,
Reinforcing means is formed to have a reinforcement at a corner portion where the bottom portion and the side wall are connected,
The reinforcing means
A reinforcing protrusion formed integrally with the bottom portion and the side wall, the reinforcing protrusion being formed at a connection portion between the bottom portion and the side wall,
And a damping layer is formed between the reinforcing projection and the bottom portion and the side wall. delete delete The method according to claim 1,
Wherein the damping layer is a synthetic resin material having a cushion. The method according to claim 1,
The damping layer is fixed by a reinforcing projection and fixing means,
The fixing means
A plurality of protrusions formed on an upper portion of the damping layer; and a plurality of grooves formed in the reinforcing protrusions and into which the protrusions are inserted,
Wherein the grooves are coated with an adhesive agent. The method according to claim 1,
The bottom
Lightweight foamed concrete containing a large amount of air bubbles in the concrete or using lightweight aggregate to lighten the weight of the concrete;
An interlayer flooring material formed on the lightweight foamed concrete and having an interlayer sound insulation and vibration damping function;
A finishing mortar formed on the top of the interlayer flooring;
A bottom plate formed on the top of the finished mortar;
And a slab having a corner reinforcement structure. The method according to claim 6,
Wherein the interlayer flooring material has a plurality of grooves filled with elastic supporting members, and a plurality of heat dissipating grooves are formed to radiate heating heat upward.
KR2020130005944U 2013-07-17 2013-07-17 Coner Reinforced Building Slab KR200475111Y1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR2020130005944U KR200475111Y1 (en) 2013-07-17 2013-07-17 Coner Reinforced Building Slab

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR2020130005944U KR200475111Y1 (en) 2013-07-17 2013-07-17 Coner Reinforced Building Slab

Publications (1)

Publication Number Publication Date
KR200475111Y1 true KR200475111Y1 (en) 2014-11-07

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KR2020130005944U KR200475111Y1 (en) 2013-07-17 2013-07-17 Coner Reinforced Building Slab

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KR (1) KR200475111Y1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20180039408A (en) * 2016-10-10 2018-04-18 경상대학교산학협력단 Reinforced device for floor structure

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09250233A (en) * 1996-03-18 1997-09-22 Sekisui Chem Co Ltd Underground storage
KR20050118522A (en) * 2004-06-14 2005-12-19 주식회사 에이브이티 Joint structure of wall and floor slab preventing flanking
KR20050118524A (en) * 2004-06-14 2005-12-19 주식회사 에이브이티 Soundproof and vibration-proof floor structure of building using constrained layer damping
KR100587987B1 (en) * 2003-06-23 2006-06-08 주식회사 에이브이티 Base structure for sound insulation and vibration-proof used in a floor of an apartment building

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09250233A (en) * 1996-03-18 1997-09-22 Sekisui Chem Co Ltd Underground storage
KR100587987B1 (en) * 2003-06-23 2006-06-08 주식회사 에이브이티 Base structure for sound insulation and vibration-proof used in a floor of an apartment building
KR20050118522A (en) * 2004-06-14 2005-12-19 주식회사 에이브이티 Joint structure of wall and floor slab preventing flanking
KR20050118524A (en) * 2004-06-14 2005-12-19 주식회사 에이브이티 Soundproof and vibration-proof floor structure of building using constrained layer damping

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20180039408A (en) * 2016-10-10 2018-04-18 경상대학교산학협력단 Reinforced device for floor structure
KR101886226B1 (en) 2016-10-10 2018-08-07 경상대학교산학협력단 Reinforced device for floor structure

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