KR101781492B1 - Wing Wall With Integrated Structural - Google Patents

Wing Wall With Integrated Structural Download PDF

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Publication number
KR101781492B1
KR101781492B1 KR1020150043594A KR20150043594A KR101781492B1 KR 101781492 B1 KR101781492 B1 KR 101781492B1 KR 1020150043594 A KR1020150043594 A KR 1020150043594A KR 20150043594 A KR20150043594 A KR 20150043594A KR 101781492 B1 KR101781492 B1 KR 101781492B1
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KR
South Korea
Prior art keywords
vertical member
deck plate
vertical
slab
assembled
Prior art date
Application number
KR1020150043594A
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Korean (ko)
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KR20160116274A (en
Inventor
이원록
김성배
김혜정
Original Assignee
(주)엔아이스틸
(주)더나은구조엔지니어링
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Priority to KR1020150043594A priority Critical patent/KR101781492B1/en
Publication of KR20160116274A publication Critical patent/KR20160116274A/en
Application granted granted Critical
Publication of KR101781492B1 publication Critical patent/KR101781492B1/en

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
    • E04B1/762—Exterior insulation of exterior walls
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2002/8676—Wall end details

Abstract

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water wall having an integrated structure utilizing an assembled steel and a deck plate. More particularly, the present invention relates to a water wall having an integral structure and a deck plate, And a water wall having an integrated structure utilizing a deck plate.
A preferred embodiment of the present invention is a water wall formed by fixing a connecting hardware on the outer end side of a slab or a beam, comprising: a vertical member formed in a plate-shaped vertical shape; a horizontal member coupled horizontally to an upper end of the vertical member, And a lower horizontal member which is horizontally coupled to a lower end of the vertical member. The vertical slab or the beam is connected to the vertical member at a predetermined height of the rear surface of the vertical member, An assembled section steel fixed to an outer end portion thereof; A deck plate horizontally spaced a predetermined distance from a vertical member of the assembled section steel; A fixed angle having a cross section configured to engage an upper and a lower end of a deck plate to an upper horizontal member and a lower horizontal member, respectively, of an assembled steel frame; A heat insulating material fixed to the front surface of the deck plate; And a water wall concrete poured between the vertical member of the assembled section steel and the deck plate.

Description

[0002] Wing Wall With Integrated Structural < RTI ID = 0.0 >

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water wall having an integrated structure utilizing an assembled steel and a deck plate. More particularly, the present invention relates to a water wall having an integral structure and a deck plate, And a water wall having an integrated structure utilizing a deck plate.

Generally, the water wall formed at the outer end of the slab or beam is generally formed by pouring in the field, so that it is possible to form a water wall by piling the water in this manner, to form a separate railing wall, or to separate the outer wall And the like.

Therefore, not only the construction is complicated but also the construction is complicated and difficult to construct in order to form a water wall, a balustrade wall, an interior material and an exterior material, and a fixing structure for fixing the water wall. In a case of a high-rise building, .

As a background of the present invention, there is a patent registration No. 0814732 entitled " Method of manufacturing lightweight precast concrete panel for building exterior wall and its panel "(patent document 1). 5, a method of manufacturing a concrete panel for an outer wall of a building comprises the steps of placing a primary cast concrete layer 11 having a thickness of 20 to 30 mm on the former 1, (14) so that the frame (14) is separated from the primary laid concrete layer (11) so that the total thickness of the panel (10) can be 150 to 300 mm. Inserting a bent end of a plurality of fixed rods 13 attached to one side of the first pouring concrete layer 11 into the first pouring concrete layer 11 and placing a second pouring concrete layer 11 ' And then curing it again to cure it. The present invention proposes a lightweight precast concrete panel for building exterior walls.

However, the above background art has a problem that a crane is required for installation of a concrete panel, construction is complicated, and interior and exterior materials and a fixing structure for fixing the interior and exterior materials are difficult to form.

Patent Registration No. 0814732 "Method for manufacturing lightweight precast concrete panel for building exterior wall and its panel"

SUMMARY OF THE INVENTION The present invention has been made to solve the above problems, and it is an object of the present invention to provide an air conditioner which can easily be assembled and assembled using the assembled shape steel and deck plate, And it is an object of the present invention to provide a water wall having an integrated structure utilizing an assembled steel and a deck plate that can be shortened.

The present invention relates to a slab or a water wall formed on a side of an outer end of a beam fixedly connected by a connecting hardware, comprising: a vertical member formed in a vertical plate-like shape; The upper horizontal member having a concrete injection port and a lower horizontal member horizontally coupled to a lower end of the vertical member and fixed to the outer end of the slab or beam by a connection hardware at a predetermined height of the rear surface of the vertical member An assembled section steel; A deck plate horizontally spaced a predetermined distance from a vertical member of the assembled section steel; A fixed angle having a cross section configured to engage an upper and a lower end of a deck plate to an upper horizontal member and a lower horizontal member, respectively, of an assembled steel frame; A heat insulating material fixed to the front surface of the deck plate; And a water wall concrete paved between the vertical member and the deck plate of the assembled section steel. The present invention provides a water wall having an integrated structure utilizing the built-up steel and the deck plate.

Further, a vertical stiffener, which is formed perpendicularly to the vertical member so as to connect the vertical member of the assembled shape steel and the upper horizontal member and the lower horizontal member, is additionally constituted. .

It is further characterized in that a reinforcing horizontal member is horizontally coupled to the vertical member so as to protrude from both sides of the horizontal member at a portion connected to the slab or beam and has a concrete injection port formed to communicate with the front portion of the vertical member And a water wall having an integrated structure utilizing a deck plate.

Also, it is desirable to provide a water wall having an integrated structure utilizing an assembled steel and a deck plate, wherein a stud is formed at a predetermined interval in a front portion of a vertical member of an assembled steel.

Further, in the water wall formed by the connecting hardware on the outer end side of the slab or beam, the vertical wall member is constituted by a vertical member formed in a plate-shaped vertical shape and a plate-shaped lower horizontal member horizontally joined to a lower end portion of the vertical member, Is fixed to the lower end of the outer end of the slab or beam by the connecting hardware; A deck plate which is horizontally spaced a predetermined distance from a vertical member of the assembled section steel and whose upper end protrudes above the slab by a predetermined distance; A heat insulating material formed on the front surface of the deck plate; An exterior material formed on a front portion of the heat insulating material; And a water wall concrete paved on the deck plate and the deck plate on the upper side of the deck plate and the slab, and a water wall having an integrated structure utilizing the deck plate.

Further, an upper horizontal member is horizontally formed on the upper end of the vertical member, and the upper surface of the upper horizontal member is fixed to the lower end of the outer end of the slab or beam by the connecting hardware. To provide a water wall having an integrated structure.

Further, a support angle formed by a support portion vertically formed on an upper surface spaced a predetermined distance inward from an outer end of the lower horizontal member on the front surface of the vertical member, and a support portion formed horizontally extending from the upper end of the support portion in the direction of the vertical member, And a deck plate, wherein the deck plate is provided with an integral structure.

It is also desirable to provide a vertical stiffener vertically formed on the vertical member so as to connect the vertical member and the lower horizontal member of the assembled section steel, and to provide a water wall having an integrated structure utilizing the assembled steel and the deck plate .

Also, it is desirable to provide a water wall having an integrated structure utilizing an assembled steel and a deck plate, wherein a stud is formed at a predetermined interval in a front portion of a vertical member of an assembled steel.

In addition, a plurality of reinforcing horizontal members, which are horizontally formed so as to protrude from both sides of the vertical member, are further provided at certain positions in the height direction of the vertical member, and a water wall having an integrated structure utilizing the deck plate .

Since the water wall having the unified structure utilizing the assembled steel and the deck plate of the present invention can be easily assembled using the assembled steel and deck plate, it is possible to reduce the weight of the structure, And the air can be greatly shortened.

BRIEF DESCRIPTION OF THE DRAWINGS The accompanying drawings, which are incorporated in and constitute a part of the specification, illustrate exemplary embodiments of the invention and, together with the description, serve to explain the principles of the invention, Shall not be construed as limiting.
1 is a side cross-sectional view schematically showing the construction of a first embodiment of a water wall having an integrated structure utilizing an assembled steel and a deck plate according to the present invention.
FIG. 2 is a side sectional view showing another embodiment of FIG. 1. FIG.
Fig. 3 is an enlarged view of an enlarged view of a connecting portion between the slab and the beam shown in Figs.
4 is a side cross-sectional view schematically showing the construction of a second embodiment of a water wall having an integrated structure utilizing the assembled steel and the deck plate of the present invention.
5 is a conceptual view of a conventional lightweight precast concrete panel for a building exterior wall.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described in detail below with reference to the embodiments shown in the accompanying drawings, but the present invention is not limited thereto.

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

The present invention relates to a water wall having an integrated structure utilizing a built-up steel and a deck plate, which can integrate a water wall and a balustrade wall while having a fixing structure by using an assembled steel and a deck plate.

Particularly, in the first embodiment of the present invention, the assembled section steel is fixed to the outer end of the slab or beam to form a water wall. In the second embodiment of the present invention, the assembled section steel is fixed to the lower end of the outer end of the slab or beam, So that the water wall and the balustrade wall can be integrated with each other while having the fixing structure of the interior material and the exterior material.

1 is a side cross-sectional view schematically showing the configuration of a first embodiment of a water wall having an integrated structure utilizing an assembled steel and a deck plate according to the present invention, and Fig. 2 is a side sectional view showing another embodiment of Fig. 1 .

1, the water wall having the unified structure utilizing the assembled steel and the deck plate of the present invention includes an assembled steel 10 and an assembled steel 10 joined to the ends of the slab 2 or beam 3, A deck plate 20, a heat insulating material 40 and an exterior material 50 are sequentially formed on the front portion of the deck plate 20 and the water wall concrete 70 is filled between the deck plate 20 and the assembled steel 10.

The assembled section steel 10 comprises a vertical member 11 and an upper horizontal member 12 and a lower horizontal member 13 formed horizontally at the upper and lower ends of the vertical member 11, respectively.

The vertical member 11 is vertically formed in the shape of a plate and the upper horizontal member 12 and the lower horizontal member 13 are formed in parallel at the upper and lower ends of the vertical member 11, respectively.

The upper horizontal member 12 is formed in a plate shape so as to communicate with the front portion of the vertical member 11 to form a concrete injection hole 121. The concrete injection port 121 is formed to allow the space between the deck plate 20 and the assembled section steel 10 to be filled with concrete.

The lower horizontal member 13 is formed in parallel with the upper horizontal member 12 and may be formed to have the same size as that of the upper horizontal member 12 and may be formed so as to protrude more outward than the upper horizontal member 12 .

The upper horizontal member 12 and the lower horizontal member 13 may be asymmetrically coupled to the vertical member 11 to form an asymmetric I-shaped cross section to the vertical member 11, as shown in Fig. 2, one end portion of the upper horizontal member 12 and the lower horizontal member 13 may be formed to have a C-shaped cross section so as to protrude from the tread portion of the vertical member 11.

The upper horizontal member 12 and the lower horizontal member 13 are configured to be asymmetric with respect to the front face of the vertical member 11 so that the deck plate 11 20, the heat insulating material 40, the sheathing material 50, and the like can be easily fixed and positioned.

A vertical stiffener 60 vertically formed with respect to the vertical member 11 to connect the vertical member 11 of the assembled steel 10 with the upper horizontal member 12 and the lower horizontal member 13 is additionally constituted So that reinforcement can be performed.

The vertical member 11 is connected to the end of the slab 2 at a predetermined height in the vertical direction as shown in Figs. 1 and 2. The slab 2 is previously fitted with the connecting hardware 4, (10).

The reinforcing horizontal member 14 may be further configured to be horizontally coupled to the connecting portion so as to protrude from both sides of the vertical member 11. [

The reinforcing horizontal member 14 is formed at a portion connected to the slab 2 or the beam 3 so as to be brought into close contact with the lower surface of the slab 2 or the beam 3 to reinforce the vertical member 11, The concrete injection port 141 is formed so as to communicate with the slab 2 or the beam 3 of the vertical member 11 and the front portion of the vertical member 11 to form the deck plate 20 and the assembled section steel 10 can be filled with concrete.

Fig. 3 is an enlarged view of an enlarged view of a connecting portion between the slab and the beam shown in Figs.

As shown in FIG. 3A, the connecting hardware 4 may be formed in various shapes and configurations so as to fix the assembled steel 10, and one end of the n-type connecting bar 4 is embedded in the slab 2 And the other end can be coupled to the vertical member 11 by various known methods such as bolting.

3B, the horizontal surface of the beam 3 is fixed to the beam 3 by using a connecting hardware 4 having a bend-shaped cross section, and the vertical surface is fixed to the vertical member 11 by bolts Bonding, and the like.

3C, the connecting hardware 4 having a C-shaped cross section is fixed to the outer end of the slab 2 by using a stud or the like, and the vertical surface of the connecting hardware 4 having a C- (11) so as to be coupled by various known methods such as bolting.

A deck plate 20, a heat insulating material 40 and a sheathing material 50 are sequentially formed on the upper portion of the lower horizontal member 13 in the front part of the thus formed shaped steel 10.

The deck plate 20 is fixed at a predetermined interval in the vertical member 11 to serve as a mold for pouring concrete wall concrete 70 to be described later.

The deck plate 20 can use various known deck plates. In particular, as shown in the drawing, a truss deck having a truss formed on one surface thereof can be used to facilitate the synthesis with the water- .

The upper and lower ends of the deck plate 20 are respectively fixed to the upper horizontal member 12 on the front face of the assembled steel 10 so as to fix the deck plate 20 to the vertical member 11 of the assembled steel 10, And a fixed angle 30 having a cross section configured to engage with the lower horizontal member 13. [ The fixed angle 30 can be coupled to the assembled section steel 10 by various known joining methods such as welding and bolt.

The deck plate 20 is coupled to a portion of the upper horizontal member 12 and the lower horizontal member 13 that are spaced apart from each other by a predetermined distance inward from the outer end of the vertical member 11.

The seating and fixing of the heat insulating material 40 and the casing member 50 to the outside of the deck plate 20 are performed so as to be spaced inward from the outer ends of the upper horizontal member 12 and the lower horizontal member 13 It is easy to do.

A heat insulating material (40) and a sheathing material (50) are sequentially formed on the front surface of the deck plate (20).

The heat insulating material 40 may be made of a variety of known heat insulating materials, and the sheathing material 50 may be finished using various known outer sheathings such as masonry bricks.

The concrete wall 70 is poured between the deck plate 20 and the assembled steel 10 formed as described above and is filled with the reinforced steel 10 through the concrete injection hole 121 of the upper horizontal member 12, So that the space between the plates 20 is tightly filled with concrete.

At this time, studs 111 may be formed at a predetermined interval in the front portion of the vertical member 11 of the assembled section 10 to serve as shear connectors.

4 is a side cross-sectional view schematically showing the construction of a second embodiment of a water wall having an integrated structure utilizing the assembled steel and the deck plate of the present invention.

The second embodiment of the present invention is characterized in that the assembled steel 10a is fixed to the lower end of the outer end of the slab 2 or the beam 3 to form a water wall, So that the watertight wall and the balustrade wall can be integrated.

As shown in FIG. 4A, the assembled section steel 10a may be formed in a vertical lower portion of the assembled steel beam 3 or the like.

The assembled section steel 10a is composed of a vertically formed vertical member 11a in the form of a plate and a lower horizontal member 13a in the form of a plate horizontally joined to the lower end of the vertical member 11a, The upper end of the member 11a is aligned with the outer end of the beam 3 so that the vertical member 11a is vertically formed.

The second embodiment of the present invention is similar to the first embodiment except that the deck plate 20, the heat insulating material 40 and the sheathing material 50 are further projected to the upper portion of the slab 2, The lower horizontal member 13a may be formed asymmetrically on the vertical member 11a so that the deck plate 20, the heat insulating material 40 and the casing member 50 are positioned on the upper portion of the lower horizontal member 13a.

A vertical stiffener 60 vertically formed with respect to the vertical member 11a is further provided so as to connect the vertical member 11a and the lower horizontal member 13a of the assembled steel 10a to reinforce the vertical stiffener 60 .

The upper horizontal member 12a may be horizontally formed on the upper end of the vertical member 11a so as to have an I-shaped cross section. At this time, the upper horizontal member 12a, To be fixed to the lower end of the outer end of the slab (2) or beam (3) by means of the connecting hardware (4).

The deck plate 20 and the heat insulating material 40 are placed on the top of the supporting angle 15a by separately forming the supporting angle 15a on the upper part of the lower horizontal member 13a of the front part of the vertical member 11a It can be fixed.

As described above, the deck plate 20 and the heat insulating material 40 are positioned and fixed to the upper portion of the supporting angle 15a, and the casing member 50 is formed on the front portion of the supporting portion 151a of the supporting angle 15a. It is possible to keep the airtightness between the lower end of the casing 50 and the deck plate 20 and the heat insulating material 40 by keeping a step between the heat sink 50, the deck plate 20 and the heat insulating material 40.

The supporting angle 15a includes a supporting part 151a vertically formed on an upper surface spaced inwardly from the outer end of the lower horizontal member 13a on the front surface of the vertical member 11a, And a receiving portion 152a extending horizontally in the direction of the arrow 11a.

Wall concrete 70 is placed between the vertical steel member 10a and the deck plate 20 so that the vertical member 11a of the granular steel 10a and the deck plate 20 and the slab 2) When the water wall concrete 70 is placed on the rear surface of the upper deck plate 20, the concrete can be installed separately to form a balustrade wall protruding to the upper part of the slab 2.

A plurality of reinforcing horizontal members 14a horizontally formed so as to protrude from both sides of the vertical member 11a are further formed at certain positions in the height direction of the vertical member 11a to reinforce the horizontal member 11a .

Since the water wall having an integrated structure utilizing the assembled steel and the deck plate of the present invention can be easily assembled and assembled using the assembled steel and deck plate, the structure can be reduced in weight and can be easily assembled and installed There is a very useful effect that the construction is easy and the air can be greatly shortened.

While the present invention has been particularly shown and described with reference to exemplary embodiments thereof, it is evident that many alternatives, modifications and variations will be apparent to those skilled in the art in light of the above teachings. will be. The invention is not limited by these variations and modifications, but is limited only by the claims appended hereto.

2: Slab
3: Bo
4: Connection hardware
10, 10a: Assembled section steel
11, 11a: vertical member
12, 12a: upper horizontal member
13, 13a: Lower horizontal member
14, 14a: reinforced horizontal member
20: Deck plate
30: Fixed Angle
40: Insulation
50: Outer material
60: Vertical stiffener
70: Waterproof concrete

Claims (10)

In the water wall formed by the connection hardware 4 fixed to the outer end side of the slab 2 or the beam 3,
A vertical upper member 11 horizontally connected to an upper end of the vertical member 11 and communicating with a front portion of the vertical member 11 to form a concrete injection hole 121, And a lower horizontal member 13 horizontally coupled to the lower end of the vertical member 11 so as to support the slab 2 by the connecting hardware 4 at a predetermined height of the rear surface of the vertical member 11. [ Or an assembled steel (10) fixed to an outer end of the beam (3);
A deck plate 20 horizontally spaced a predetermined distance from the vertical member 11 of the steel bar 10;
A fixed angle (30) having a cross section configured to engage an upper end portion and a lower end portion of the deck plate (20) to an upper horizontal member (12) and a lower horizontal member (13)
A heat insulating material 40 fixed to the front surface of the deck plate 20;
And a water wall concrete (70) installed between the vertical member (11) of the assembled section steel (10) and the deck plate (20). The method according to claim 1,
A vertical stiffener 60 vertically formed with respect to the vertical member 11 so as to connect the vertical member 11 of the assembled steel 10 with the upper horizontal member 12 and the lower horizontal member 13 Waterwall with unified structure utilizing built-up steel and deck plate. The method according to claim 1,
The vertical member 11 is horizontally coupled to a portion of the vertical member 11 connected to the slab 2 or the beam 3 so as to protrude from both sides of the vertical member 11, And a reinforcing horizontal member (14) on which a deck plate (141) is formed. The method according to claim 1,
Wherein a stud (111) is formed at a predetermined interval in a front portion of a vertical member (11) of the assembled section steel (10). In the water wall formed by the connection hardware 4 fixed to the outer end side of the slab 2 or the beam 3,
And a lower horizontal member 13a horizontally connected to the lower end of the vertical member 11a so that the upper part is connected to the slab 2 by the connecting hardware 4. The vertical member 11a, Or an assembled steel (10a) fixed to the lower end of the outer end of the beam (3);
A deck plate 20 horizontally spaced a predetermined distance from the vertical member 11a of the assembled section steel 10a and having an upper end protruding a predetermined distance above the slab 2;
A heat insulating material 40 formed on the front surface of the deck plate 20;
A cover member 50 formed on a front portion of the heat insulating member 40;
And a water wall concrete 70 laid on the deck plate 20 between the vertical member 11a and the deck plate 20 and on the rear surface of the deck plate 20 above the slab 2. [ Waterwall with integrated structure utilizing built-up steel and deck plate. The method of claim 5,
An upper horizontal member 12a is formed horizontally on the upper end of the vertical member 11a,
Characterized in that the upper surface of the upper horizontal member (12a) is fixed to the lower part of the outer end of the slab (2) or the beam (3) by means of the connecting hardware (4) Water wall. The method of claim 5,
A supporting part 151a vertically formed on an upper surface spaced a predetermined distance from an outer end of the lower horizontal member 13a on the front surface of the vertical member 11a and a supporting part 151b vertically formed on the upper end of the supporting part 151a in the direction of the vertical member 11a And a support angle (15a) formed by a support portion (152a) formed to extend from the deck plate to the deck plate. The method of claim 5,
Characterized by further comprising a vertical stiffener (60) vertically formed with respect to the vertical member (11a) so as to connect the vertical member (11a) and the lower horizontal member (13a) of the assembled section steel (10a) Waterwall with integrated structure utilizing plate. The method of claim 5,
Wherein a stud (111) is formed at a predetermined interval in a front portion of a vertical member (11a) of the assembled section steel (10a), and a waterwall having an integrated structure utilizing the deck plate. The method of claim 5,
And a plurality of reinforcing horizontal members (14a) horizontally formed so as to protrude from both sides of the vertical member (11a) at a predetermined position in the height direction of the vertical member (11a). Waterwall with one unified structure.
KR1020150043594A 2015-03-27 2015-03-27 Wing Wall With Integrated Structural KR101781492B1 (en)

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CN108060731A (en) * 2017-11-17 2018-05-22 江河创建集团股份有限公司 Overhang big all-wing aircraft type unitized curtain wall system and its installation method
CN113914499B (en) * 2021-09-13 2023-10-24 北京建筑大学 T-shaped precast concrete assembly and building structure

Citations (1)

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Publication number Priority date Publication date Assignee Title
JP2008127754A (en) 2006-11-16 2008-06-05 Tesuku:Kk Outer wall structure of reinforced concrete external heat insulating building and used heat insulation support panel

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KR100814732B1 (en) 2007-12-14 2008-03-19 주식회사 한국테크월 Manufacturing method of light weight precast concrete wall panel and the panel manufactured by the same method

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008127754A (en) 2006-11-16 2008-06-05 Tesuku:Kk Outer wall structure of reinforced concrete external heat insulating building and used heat insulation support panel

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