KR200454947Y1 - PC block with masonry jaw - Google Patents

PC block with masonry jaw Download PDF

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Publication number
KR200454947Y1
KR200454947Y1 KR2020100012474U KR20100012474U KR200454947Y1 KR 200454947 Y1 KR200454947 Y1 KR 200454947Y1 KR 2020100012474 U KR2020100012474 U KR 2020100012474U KR 20100012474 U KR20100012474 U KR 20100012474U KR 200454947 Y1 KR200454947 Y1 KR 200454947Y1
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South Korea
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block
masonry
jaw
vertical wall
wall portion
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KR2020100012474U
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Korean (ko)
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김정수
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김정수
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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
    • 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
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
    • 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
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C1/00—Building elements of block or other shape for the construction of parts of buildings

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Retaining Walls (AREA)

Abstract

본 고안은 피씨(PC)블럭의 외측에 수평을 이루는 조적턱이 형성함으로써 건축외장재를 피씨블럭 상에 손쉽게 조적(組積)할 수 있으며, 수직벽체부와 지지다리부 상에 다수의 무게줄임홈을 형성함으로써 제작단가를 낮출 수 있을 뿐만 아니라 운반 및 시공이 간편한 조적턱이 형성된 피씨블럭에 관한 것이다.
본 고안의 바람직한 일 실시예에 따른 조적턱이 형성된 피씨블럭은 상부에는 철근이 내설되는 수직벽체부가 형성되고, 하부 양측에는 지지다리부가 형성되는 블럭본체와, 상기 수직벽체부의 일면과 상기 일측의 지지다리가 연결되는 부분에 수평을 이루도록 형성되는 조적턱을 포함하여 이루어지는 것을 특징으로 한다.According to the present invention, a building masonry jaw is formed on the outside of the PC block so that the building exterior material can be easily stacked on the PC block, and a plurality of weight reducing grooves are provided on the vertical wall part and the supporting leg part. By forming a lower manufacturing cost, but also relates to the PC block formed chin chin easy to carry and construction.
According to a preferred embodiment of the present invention, the masonry jaw is formed with a block having a vertical wall portion in which reinforcing bars are formed, and a support body is formed on both sides of the lower side, and one surface of the vertical wall portion and the support of one side. It characterized in that it comprises a masonry jaw formed to be horizontal to the portion where the legs are connected.

Description

조적턱이 형성된 피씨블럭{PRECAST CONCRETE BLOCK}PCB with masonry jaws {PRECAST CONCRETE BLOCK}

본 고안은 조적턱이 형성된 피씨블럭에 관한 것으로, 더욱 상세하게는 피씨(PC)블럭의 외측에 수평을 이루는 조적턱이 형성함으로써 건축외장재를 피씨블럭 상에 손쉽게 조적(組積)할 수 있으며, 수직벽체부와 지지다리부 상에 다수의 무게줄임홈을 형성함으로써 제작단가를 낮출 수 있을 뿐만 아니라 운반 및 시공이 간편한 조적턱이 형성된 피씨블럭에 관한 것이다.
The present invention relates to a PC block in which the masonry jaw is formed, and more specifically, by forming a horizontal masonry jaw on the outer side of the PC block, the building exterior material can be easily laminated on the PC block. By forming a plurality of weight reducing grooves on the vertical wall portion and the support leg, the manufacturing cost can be lowered, and also relates to a PC block on which a masonry jaw is formed which is easy to carry and install.

최근 피씨블럭을 이용한 기초공법이 널리 이용되고 있는데, 이 피씨블럭을 이용한 기초공법이란 기존 APT조립식인 PC공법을 응용해 거푸집이 필요없이 미리 제작된 일자형, 모서리형 콘크리트 블럭을 서로 연결하여 기초 형태를 만든 후 콘크리트를 타설하여 완성하는 공법으로 통상 10일 가량 소요되는 공기를 2 내지 3일로 단축할 수 있는 장점이 있다.Recently, the basic method using the PC block is widely used, and the basic method using the PC block uses a PC method, which is an existing APT assembly type, to form a basic form by connecting pre-fabricated straight and corner concrete blocks without the need for formwork. After the concrete is made by pouring concrete, there is an advantage that can be shortened to 2 to 3 days the air usually takes about 10 days.

그런데 이러한 종래기술에 따른 피씨블럭의 경우 상부의 벽체와 하부의 지지다리가 서로 경사지게 연결되어 있어 외부면에 벽돌이나 대리석 등 건축 마감재를 조적하기 어려운 단점이 있었다.However, in the case of the PC block according to the related art, the walls of the upper part and the supporting legs of the lower part are inclined to each other, so that it is difficult to assemble building finishing materials such as brick or marble on the outer surface.

뿐만 아니라 콘크리트로 제조되는 피씨블럭은 그 무게가 무겁기 때문에 운반이 어려워 시공이 쉽지 않을 뿐만 아니라, 기초공사의 중요한 역할을 담당하고 있는바 섣불리 제조단가 절감을 시도하기 어려운 단점이 있었다.
In addition, the PC block made of concrete is heavy and difficult to transport because it is difficult to carry, and also plays an important role in the foundation work, so it was difficult to reduce the cost of manufacturing.

따라서 본 고안의 목적은 피씨블럭의 외측에 수평을 이루는 조적턱이 형성함으로써 건축외장재를 피씨블럭 상에 손쉽게 조적할 수 있도록 한 조적턱이 형성된 피씨블럭을 제공하는 것이다.Accordingly, an object of the present invention is to provide a PC block in which a masonry jaw is formed so that a building masonry can be easily formed on the PC block by forming a horizontal masonry jaw on the outside of the PC block.

본 고안의 다른 목적은 수직벽체부와 지지다리부 상에 다수의 무게줄임홈을 형성함으로써 제작단가를 낮출 수 있을 뿐만 아니라 운반 및 시공이 간편한 조적턱이 형성된 피씨블럭을 제공하는 것이다.
Another object of the present invention is to provide a PC block formed with a masonry jaw is easy to transport and construction as well as to reduce the manufacturing cost by forming a plurality of weight reducing grooves on the vertical wall portion and the support leg.

전술한 본 고안의 목적들은 상부에는 철근이 내설되는 수직벽체부가 형성되고, 하부 양측에는 지지다리부가 형성되는 블럭본체와, 상기 수직벽체부의 일면과 상기 일측의 지지다리가 연결되는 부분에 수평을 이루도록 형성되는 조적턱을 포함하여 이루어지는 것을 특징으로 하는 조적턱이 형성된 피씨블럭을 제공함에 의해 달성된다.The above-described objects of the present invention are formed so that the upper portion is formed with a vertical wall portion in which the reinforcing bars are formed, and the lower body is formed horizontally on a portion where the supporting body is formed on one side of the vertical wall portion, and one side of the vertical wall portion is connected to the supporting leg. It is achieved by providing a PC block formed with a chin jaw, characterized in that it comprises a masonry jaw formed.

본 고안의 바람직한 특징에 따르면 전술한 수직벽체부 및 지지다리 상에는 경량화를 위해 무게줄임홈이 각각 형성되는 것으로 한다.
According to a preferred feature of the present invention, the weight reduction grooves are formed on the vertical wall portion and the support leg, respectively, for weight reduction.

이상에서와 같은 본 고안의 바람직한 일 실시예에 따른 조적턱이 형성된 피씨블럭에 의하면 첫째, 피씨블럭의 외측에 수평을 이루는 조적턱이 형성함으로써 건축외장재를 피씨블럭 상에 손쉽게 조적 할 수 있는 탁월한 효과가 있다.According to the PC block formed with the masonry jaw according to the preferred embodiment of the present invention as described above, first, by forming a masonry jaw horizontally on the outside of the PC block excellent effect that can be easily erected building exterior materials on the PC block There is.

둘째, 수직벽체부와 지지다리부 상에 다수의 무게줄임홈을 형성함으로써 제작단가를 낮출 수 있을 뿐만 아니라 운반 및 시공이 간편한 장점이 있다.
Second, by forming a plurality of weight reducing grooves on the vertical wall portion and the support leg portion can not only lower the manufacturing cost, but also has the advantage of easy transportation and construction.

도 1은 본 고안의 일 실시예에 따른 조적턱이 형성된 피씨블럭의 사시도.
도 2는 본 고안의 일 실시예에 따른 조적턱이 형성된 피씨블럭의 단면도.
도 3은 본 고안의 일 실시예에 따른 조적턱이 형성된 피씨블럭의 사용상태도.1 is a perspective view of a PC block formed with a chin jaw according to an embodiment of the present invention.
Figure 2 is a cross-sectional view of the PC block formed masonry jaw according to an embodiment of the present invention.
3 is a state of use of the PC block formed masonry jaw according to an embodiment of the present invention.

도 1에는 본 고안의 일 실시예에 따른 조적턱이 형성된 피씨블럭의 사시도가 도시되고, 도 2에는 본 고안의 일 실시예에 따른 조적턱이 형성된 피씨블럭의 단면도가 도시되며, 도 3에는 본 고안의 일 실시예에 따른 조적턱이 형성된 피씨블럭의 사용상태도가 도시된다.
1 is a perspective view of a PC block formed with a chin jaw according to an embodiment of the present invention, Figure 2 is a cross-sectional view of a PC block formed with a masonry jaw according to an embodiment of the present invention, Figure 3 The use state diagram of the PC block formed with the chin jaw according to an embodiment of the invention is shown.

본 고안의 바람직한 일 실시예에 따른 조적턱(20)이 형성된 피씨블럭(1)은 상부에는 철근(13)이 내설되는 수직벽체부(11)가 형성되고, 하부 양측에는 지지다리부(15)가 형성되는 블럭본체(10)와, 수직벽체부(11)의 일면과 일측의 지지다리가 연결되는 부분에 수평을 이루도록 형성되는 조적턱(20)을 포함한다.
The PC block 1 having the masonry jaw 20 according to the preferred embodiment of the present invention has a vertical wall portion 11 formed therein with reinforcing bars 13 therein, and support leg portions 15 on both lower sides thereof. It includes a block body 10 is formed, and the masonry jaw 20 is formed to be horizontal to the portion where one side of the vertical wall portion 11 and the support leg is connected.

여기서 블럭본체(10)는 상부에는 철근(13)이 내설되는 수직벽체부(11)가 형성되고, 하부 양측에는 지지다리부(15)가 형성되는 것으로 본 고안의 일 실시예에 따른 피씨블럭의 전체적인 외형을 형성하는 역할을 하는 것이다.Here, the block body 10 has a vertical wall portion 11 formed with reinforcing bars 13 on the upper portion, and support legs 15 are formed on both lower sides of the PC block according to an embodiment of the present invention. It is to form the overall appearance.

이와 같은 블럭본체(10)는 콘크리트로 형성되는데 그 종단면이 180°뒤집힌 "Y"자 형상으로 형성된다. 즉 내, 외면(11a,11b)을 갖는 상부의 수직벽체부(11)는 지면과 수직을 이루도록 형성되고 그 내부에는 철근(13)이 구비되는데 이때 양측면과 상부면 측에는 전술한 철근(13)의 단부가 이웃하는 블럭본체(10)와의 배근을 위해 돌출 위치된다. Such a block body 10 is formed of concrete, its longitudinal section is formed in a "Y" shape inverted 180 °. That is, the upper vertical wall portion 11 having the inner and outer surfaces 11a and 11b is formed to be perpendicular to the ground, and the reinforcing bar 13 is provided therein, and both sides and the upper surface side of the reinforcing bar 13 are described above. The end is protruded for reinforcement with the neighboring block body 10.

또한 수직벽체부(11)의 양측면에는 전술한 배근작업에 필요한 공간확보를 위해서 내향 함몰된 배근용 홈(14)이 각각 형성되고, 수직벽체부(11)의 상부면에는 블럭본체(10)의 견인시 사용되는 견인고리(12)가 구비된다.In addition, both sides of the vertical wall portion 11 is formed in each of the recesses for the back muscles recessed inward to secure the space required for the above-mentioned reinforcement work, the upper surface of the vertical wall portion 11 of the block body 10 A towing ring 12 used for towing is provided.

그리고, 양측면의 하부의 지지다리부(15)는 수직벽체부(11)로부터 사선방향으로 각각 연장 형성되어 블럭본체(10)가 지면에 견고하게 지지 될 수 있게 해주는 역할을 하게 된다.And, the support leg portion 15 of the lower side of both sides is formed to extend from the vertical wall portion 11 in an oblique direction, respectively, so that the block body 10 can be firmly supported on the ground.

전술한 바와 같은 수직벽체부(11)와 지지다리부(15) 상에는 각각 무게줄임홈(16)이 형성되는데 이 무게줄임홈(16)은 콘크리트로 형성되는 블럭본체(10)의 일부 부피를 줄여줌으로써 무게를 감소시켜주는 역할을 하게 되는데, 수직벽체부(11)의 경우 외벽의 경우 조적시 평평한 벽면이 요구되는바 내면(11b)에 형성되는 것이 바람직하며 지지다리부(15)의 경우 양측 지지다리부(15) 상부면에 각각 한 개씩 형성되는 것으로 한다.
The weight reducing grooves 16 are formed on the vertical wall portion 11 and the support leg portion 15 as described above, and the weight reducing grooves 16 reduce a part of the volume of the block body 10 formed of concrete. In the case of the vertical wall part 11, the outer wall is preferably formed on the inner surface 11b of the outer wall in the case of the vertical wall part 11, and in the case of the support leg part 15, both sides are supported. It is assumed that one leg 15 is formed on each of the upper surfaces.

한편, 전술한 수직벽체부(11)의 외면(11a)과 지지다리부(15)가 연결되는 부분에는 조적턱(20)이 형성되는데, 이 조적턱(20)은 벽돌이나 대리석 등의 건축외장재를 조적(組積)하여 수직벽체부(11)의 외부를 마감할 수 있도록 해주는 역할을 하는 것이다.Meanwhile, a masonry jaw 20 is formed at a portion where the outer surface 11a of the vertical wall portion 11 and the support leg 15 are connected, and the masonry jaw 20 is a building exterior material such as brick or marble. By stiffening (組 積) serves to enable to close the outside of the vertical wall portion (11).

이와 같은 조적턱(20)은 건축외장재가 안정적으로 적조 될 수 있도록 지면과 수평을 이루어 형성되는 것으로 하며, 그 폭은 조적될 건축외장재에 따라서 각각 다르게 변경 형성될 수 있음은 물론이다.
Such a masonry jaw 20 is formed to be horizontal to the ground so that the building exterior material can be stably red, the width can be changed differently depending on the building exterior material to be laminated, of course.

이하에는 본 고안의 바람직한 일 실시예에 따른 조적턱이 형성된 피씨블럭(1)의 전체적인 사용방법에 대해 설명하면 다음과 같다.Hereinafter, a description will be given of the overall use method of the PC block (1) formed with the masonry jaw according to an embodiment of the present invention.

먼저 터파기를 한 위치에 조적턱이 형성된 피씨블럭(1)을 놓아주는데, 이때 수직벽체부(11) 중 무게줄임홈(16)이 형성된 내면(11b)이 콘크리트가 타설되는 측으로 향하도록 하고, 조적턱(20)이 형성된 외면(11a)이 그 반대측을 향하도록 배치해준다. First, the PC block 1 in which the masonry jaw is formed is placed at the position where the trench is drilled. At this time, the inner surface 11b in which the weight reducing groove 16 is formed in the vertical wall portion 11 is directed to the side where the concrete is placed. The outer surface 11a on which the jaw 20 is formed is disposed to face the opposite side.

그런 다음, 배관설비를 하고, 이웃하는 블럭본체(10)끼리 철근(13)을 배근해서 서로 고정 연결해 준다.Then, the plumbing equipment, neighboring block body 10 is arranged to reinforce each other by reinforcing bars 13 between each other.

그런 다음 터파기한 내부를 되매워 준 후, 슬래브 철근(13)을 배근하고 콘크리트를 타설한다.Then, after refilling the trench, the slab reinforcement (13) is laid and the concrete is poured.

그런 다음, 조적턱(20) 상에 벽돌이나 대리석과 같은 건축외장재를 조적하여 수직벽체부(11)의 외부면을 말끔하게 마무리해 준다.
Then, building exterior materials such as brick or marble on the masonry jaw 20 to finish the outer surface of the vertical wall portion 11 neatly.

본 고안은 실용신안등록청구범위에서 청구하는 청구의 요지를 벗어나지 않고도 당해 기술분야에서 통상의 지식을 가진 자에 의하여 다양하게 변경 실시될 수 있으므로, 본 고안의 기술보호범위는 상술한 특정의 바람직한 실시예에 한정되지 않는다.
The present invention can be variously modified by those skilled in the art without departing from the scope of the claims claimed in the utility model registration claims, the technical protection scope of the present invention is the specific preferred embodiment described above It is not limited to the example.

1 : 조적턱이 형성된 피씨블럭
10 : 블럭본체
11 : 수직벽체부
11a : 외면
11b : 내면
12 : 견인고리
13 : 철근
14 : 배근용 홈
15 : 지지다리부
16 : 무게줄임홈
20 : 조적턱1: PC block with masonry jaw formed
10: block body
11: vertical wall part
11a: exterior
11b: inside
12: towing ring
13: rebar
14: home for back muscles
15: support leg
16: weight loss groove
20: masonry jaw

Claims (2)

상부에는 철근이 내설되는 수직벽체부가 형성되고 하부 양측에는 지지다리부가 분기되어 종단면이 180°뒤집힌 "Y"자 형상으로 형성되는 블럭본체; 및
상기 수직벽체부의 일면과 상기 일측의 지지다리가 연결되는 부분에 수평을 이루도록 형성되어 건축외장재의 조적을 가능하게 하는 조적턱;을 포함하여 이루어지고,
상기 수직벽체부 및 지지다리 상에는 경량화를 위해 무게줄임홈이 각각 형성되는 것을 특징으로 하는 조적턱이 형성된 피씨블럭.A block body having a vertical wall portion formed with reinforcing bars at an upper portion thereof and branching support legs at both lower sides thereof, the block body being formed in a “Y” shape in which a longitudinal section is inverted by 180 °; And
And a masonry jaw formed to be horizontal to a portion at which one side of the vertical wall portion and the support leg of the one side are connected to enable masonry of building exterior materials, and
A masonry jaw is formed on the vertical wall portion and the support bridge, the weight reduction groove is formed for each of the weight block. 삭제delete
KR2020100012474U 2010-12-02 2010-12-02 PC block with masonry jaw KR200454947Y1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR2020100012474U KR200454947Y1 (en) 2010-12-02 2010-12-02 PC block with masonry jaw

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR2020100012474U KR200454947Y1 (en) 2010-12-02 2010-12-02 PC block with masonry jaw

Publications (1)

Publication Number Publication Date
KR200454947Y1 true KR200454947Y1 (en) 2011-08-05

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ID=49299690

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Application Number Title Priority Date Filing Date
KR2020100012474U KR200454947Y1 (en) 2010-12-02 2010-12-02 PC block with masonry jaw

Country Status (1)

Country Link
KR (1) KR200454947Y1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101479000B1 (en) * 2014-05-15 2015-01-06 황재영 Moving block

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100583294B1 (en) 2002-11-01 2006-05-25 (주)한국조형종합건축사사무소 A Facing panel for reinforced earth wall and its construction method
KR20090021708A (en) * 2007-08-28 2009-03-04 (주)다음기술단 Precast retaining wall structure and construction method of the same

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100583294B1 (en) 2002-11-01 2006-05-25 (주)한국조형종합건축사사무소 A Facing panel for reinforced earth wall and its construction method
KR20090021708A (en) * 2007-08-28 2009-03-04 (주)다음기술단 Precast retaining wall structure and construction method of the same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101479000B1 (en) * 2014-05-15 2015-01-06 황재영 Moving block

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