KR100637711B1 - An assembly earth plate using houses - Google Patents

An assembly earth plate using houses Download PDF

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Publication number
KR100637711B1
KR100637711B1 KR1020060069899A KR20060069899A KR100637711B1 KR 100637711 B1 KR100637711 B1 KR 100637711B1 KR 1020060069899 A KR1020060069899 A KR 1020060069899A KR 20060069899 A KR20060069899 A KR 20060069899A KR 100637711 B1 KR100637711 B1 KR 100637711B1
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South Korea
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plate
fixed
fixing
guide
grooves
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KR1020060069899A
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Korean (ko)
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김민호
서항구
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(주)기하동문기술사건축사사무소
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/02Foundation pits
    • E02D17/04Bordering surfacing or stiffening the sides of foundation pits
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/06Foundation trenches ditches or narrow shafts
    • E02D17/08Bordering or stiffening the sides of ditches trenches or narrow shafts for foundations
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads
    • E02D5/76Anchorings for bulkheads or sections thereof in as much as specially adapted therefor
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00Geometrical or physical properties
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2220/00Temporary installations or constructions
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00Miscellaneous
    • E02D2600/20Miscellaneous comprising details of connection between elements
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00Miscellaneous
    • E02D2600/30Miscellaneous comprising anchoring details

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

A sectionalized construction lagging with easiness in width adjustment is provided to enable installation of the lagging despite irregular intervals of H-beams, to install the lagging with a wide span by widening the width of the lagging, and to reduce time and expense. A sectionalized construction lagging with easiness in width adjustment comprises a body plate(20) wherein extension plate installation grooves(25) are formed around a central supporting part(22) integrally formed to the center of two plate bodies(21); plural spring assemblies(30) wherein a spring is fixed to two fixing plates(31) and a bellows cover(33) is installed in a state of enclosing the spring; an extension plate(40) wherein a hollow part is formed to a plate body(41) inserted in the extension plate installation grooves; a guide plate(50) having a fitting sill(52) fixed to the ends of the plate bodies of the body plate in a state of being inserted in the extension plate installation grooves; and a central supporting anchor wherein two branch anchors are integrally formed to the bottom of a combining protruded part and a head part is formed to the top of the combining protruded part. A vertical combining groove(24) is formed to the top of the central supporting part and a vertical combining protrusion(23) is formed to the bottom of the central supporting part. In the body plate, one-ends of fixing bands(28) are fixed to both sides of one plate body and grooves(26) with fitting bars(27) are formed to both sides of the other plate body. A hook(28-1) formed to the other end of the fixing band is detachably fitted to the fitting bar and two anchor holes are formed in the central supporting part. One fixing plate is fixed to the bottom surface of the extension plate installation groove and the other fixing plate is fixed to the bottom surface of the hollow part. Guide grooves are formed to both sides of the plate body of the extension plate and a fixing cover(44) fixed to the other end of the plate body is inserted in an H-beam. Guide protrusions(51) are formed to one side of the guide plate and are inserted in the guide grooves. The combining protruded part is inserted in the anchor holes of a width adjustment lagging and is fixed to the ground.

Description

폭조절이 용이한 조립식 건축용 토류판{An assembly earth plate using houses}An assembly earth plate using houses

도 1은 본 발명의 폭조절이 용이한 조립식 건축용 토류판을 도시한 사시도.1 is a perspective view showing a prefabricated building earth plate easy to adjust the width of the present invention.

도 2는 본 발명의 폭조절이 용이한 조립식 건축용 토류판의 중앙지지앵커를 분리한 상태를 도시한 사시도.Figure 2 is a perspective view showing a state separated from the central support anchor of the prefabricated building earth plate easy to adjust the width of the present invention.

도 3은 본 발명의 폭조절이 용이한 조립식 건축용 토류판을 도시한 분해 사시도.Figure 3 is an exploded perspective view showing a prefabricated building earth plate easy to adjust the width of the present invention.

도 4는 본 발명의 폭조절이 용이한 조립식 건축용 토류판을 도시한 일부 절개 사시도.Figure 4 is a partially cut perspective view showing a prefabricated building earth plate easy to adjust the width of the present invention.

도 5는 본 발명의 폭조절이 용이한 조립식 건축용 토류판을 도시한 일부 절개 분해 사시도.Figure 5 is a partially exploded perspective view showing a prefabricated building earth plate easy to adjust the width of the present invention.

도 6은 본 발명의 폭조절이 용이한 조립식 건축용 토류판을 도시한 일부 분해 사시도.Figure 6 is a partially exploded perspective view showing a prefabricated building earth plate easy to adjust the width of the present invention.

도 7은 본 발명의 폭조절이 용이한 조립식 건축용 토류판을 도시한 일부 분해 사시도.Figure 7 is a partially exploded perspective view showing a prefabricated building earth plate easy to adjust the width of the present invention.

도 8은 본 발명의 폭조절이 용이한 조립식 건축용 토류판을 도시한 단면도.Figure 8 is a cross-sectional view showing a prefabricated building earth plate easy to adjust the width of the present invention.

도 9는 본 발명의 폭조절이 용이한 조립식 건축용 토류판이 펼쳐진 상태를 도시한 사시도.Figure 9 is a perspective view showing a state in which the prefabricated building earth plate is easy to adjust the width of the present invention.

도 10은 본 발명의 폭조절이 용이한 조립식 건축용 토류판에 사용하는 압축스프링을 도시한 단면도.10 is a cross-sectional view showing a compression spring for use in a prefabricated building earth plate easy to adjust the width of the present invention.

도 11은 본 발명의 폭조절이 용이한 조립식 건축용 토류판을 도시한 일부 단면도.Figure 11 is a partial cross-sectional view showing a prefabricated building earth plate easy to adjust the width of the present invention.

< 도면의 주요 부분에 대한 부호의 간단한 설명 > <Brief description of symbols for the main parts of the drawings>

1 : H빔 10 : 폭조절토류판1: H beam 10: width adjustment earth plate

20 : 본체판 21 : 판체20: body plate 21: plate body

22 : 중앙지지부 23 : 상하결합돌기22: central support 23: vertical coupling protrusion

24 : 상하결합홈 25 : 확장판설치홈24: up and down coupling groove 25: expansion plate installation groove

26 : 홈 27 : 걸이바26: Home 27: Hanger Bar

28 : 고정띠 28-1 : 걸고리28: fixing band 28-1: hook

29 : 앵커홀 30 : 스프링어셈블리29: anchor hole 30: spring assembly

31 : 고정판 32 : 스프링31: fixing plate 32: spring

33 : 자바라커버 40 : 확장판33: bellows cover 40: extension

41 : 판체 42 : 가이드홈41: plate 42: guide groove

43 : 걸림턱 44 : 고정덮개43: locking jaw 44: fixing cover

45 : 홈부 46 : 볼트홀45: groove 46: bolt hole

50 : 가이드판 51 : 가이드돌기50: guide plate 51: guide protrusion

52 : 걸림턱 53 : 볼트홀52: engaging jaw 53: bolt hole

60 : 중앙지지앵커 61 : 결합돌기부60: center support anchor 61: engaging projection

62 : 머리부 63 : 분기앵커62: head 63: branch anchor

본 발명은 폭조절이 용이한 조립식 건축용 토류판에 관한 것으로서, 더욱 상세하게는 터파기공사와 같은 건축공사에서 흙벽의 무너져 내림을 방지하기 위하여 설치하는 토류판을 개선하여 토류판의 설치가 용이하고 통상의 토류판보다 폭을 넓게 사용하여 넓은 경간을 가질 수 있게 한 폭조절이 용이한 조립식 건축용 토류판에 관한 것이다.The present invention relates to a prefabricated building earth plate easy to adjust the width, and more particularly, to improve the earth plate installed in order to prevent the fall of the earth wall in the construction work such as digging work easier to install the earth plate than conventional earth plate The present invention relates to a prefabricated building earth plate that is easy to adjust its width to allow a wide span.

우리나라의 토지이용 실태는 주로 대도시에 집중되고, 가용 토지의 부족으로 인해 도심지의 고층화와 고밀도화는 가속되고 있는 실정이다. 고층화 및 고밀도화된 토지의 이용에 따라 지하 구조물의 규모가 커지면서 인근 건축물과의 근접 시공 이 불가피하게 되어, 지하 구조물의 터파기 공사시에 인접한 도로의 침하를 비롯하여 주변 건물의 기울어짐과 균열 및 붕괴가 빈번히 발생되고, 이로 인한 재산상의 손실을 비롯하여 민원의 다발과 민형사상의 분쟁으로 많은 사회적 문제가 발생되고 있다. 따라서, 지하 굴착시의 토류벽 가시설 공사에 대한 공법과 부재의 선정이 매우 중요한 요소로 부각되고 있다.The land use of Korea is mainly concentrated in large cities, and due to the lack of available land, high-rise and high-density urban areas are accelerating. As the structure of underground structures increases due to the use of high-rise and densified lands, close construction with neighboring buildings is inevitable. It is a frequent occurrence, resulting in a number of social problems caused by a number of complaints and civil and criminal disputes, including property loss. Therefore, the selection of construction method and member for earth wall temporary construction work in underground excavation has emerged as a very important factor.

일반적으로, 건축물의 지하 지반공사시 지반 굴삭부분의 가장자리, 또는 토목 공사시 절개지 등에는 토사의 붕괴나유출을 막기 위해 도 1에 도시된 바와 같이 지면에 일정한 간격으로 H-빔을 지면에 소정깊이로 박아 고정시킨 후, H-빔의 사이에 토류판을 끼워 넣는 형태의 흙막이 공사가 이루어지게 되는바, 일반적으로 토류판은 목재나 절곡된 철판 등으로 이루어져 있다.In general, in order to prevent the collapse or spillage of soil at the edge of the ground excavation part in the underground ground work of the building, or incision site in the civil engineering work, H-beams have a predetermined depth on the ground at regular intervals as shown in FIG. 1. After fixing with a roller, the earthen board construction is made of sandwiching the earth plate between the H-beams, generally the earth plate is made of wood or bent iron plate.

그에 따라, 지면에 H-빔을 박은 후, 토사를 일정 깊이로 굴착한 후 각 H-빔 사이에 토류판을 끼워 적층시킴으로써 주변의 토사가 공사현장 내부로 유입되지 않게 된다.Accordingly, after the H-beams are put on the ground, the earth and sand are excavated to a predetermined depth, and the earth and sand plates are sandwiched between the H-beams to be stacked so that the surrounding soil is not introduced into the construction site.

이때의 토류판은 지하 절개면에서 작용하는 토압을 자체적으로 지지할 수 있는 휨강도(압축강도)를 지녀야 하는데 휨 강도가 토압에 비해 부족 할 경우 토류판의 전단 파괴(부러짐)가 발생되어 H-빔의 플랜지로부터 이탈되어 토사의 붕괴로 이어진다.At this time, the earth plate should have the flexural strength (compressive strength) that can support the earth pressure acting on the underground incision surface. If the flexural strength is insufficient compared with the earth pressure, shear failure of the earth plate will occur and the flange of H-beam Escape from and leads to the collapse of the soil.

그러므로 흙막이의 목적을 달성하기 위해서는 토류판은 토압에 대응 할 수 있는 휨 강도 즉 압축강도와 인장 강도를 동시에 지녀야 하며 H-빔은 이러한 토류판들이 뒤로 밀려나지 않도록 지지하는 지지체의 역할을 하게된다.Therefore, in order to achieve the purpose of the earth block, the earth plate should have both flexural strength and compressive and tensile strength that can cope with the earth pressure, and the H-beam serves as a support for supporting the earth plate from being pushed back.

그러나, 토류판의 휨 강도는 소재의 두께가 클수록, 소재의 비중 또는 밀 도가 높은 것일수록 증대되는 특성을 갖고 있기 때문에, 토압이 크게 걸리는 흙막이 공사에 토류판을 적용하는 경우 그 토류판의 부피 또는 중량이 커질 수밖에 없는 단점이 있었다. 그리고 토류판의 폭이 넓어질 경우 토압에 의하여 휘어지게 되므로 일정 경간 이상의 폭으로 토류판을 만들지 못하는 단점이 있었다.However, since the flexural strength of the earth plate increases as the material thickness increases, and the specific gravity or density of the material increases, the volume or weight of the earth plate becomes large when the earth plate is applied to the earthquake construction that requires high earth pressure. There were only disadvantages. In addition, when the width of the earth plate is widened, the earth plate is bent due to the earth pressure.

그리고 토류판을 설치하기 위하여 H빔을 박을 때 그 경간이 일정하지 않아서 목재토류판의 경우는 H빔의 간격인 경간을 일일이 측정하고, 톱으로 개개의 목재 토류판을 절단하여 끼워 넣음으로써, 재료의 손실과 설치가 불편하며 설치 시간과 설치 비용이 과다할 뿐만 아니라 토압으로 인해 해체는 거의 불가능하다. And when the H-beam is installed to install the earth plate, the span is not constant. In the case of the wood earth plate, the span, which is the interval of the H beam, is measured one by one. It is inconvenient to install, excessive installation time and installation cost, and disassembly is almost impossible due to earth pressure.

또한 반드시 해체 수거하여야 함 에도 불구하고 각각 절단되어 균일치 못한 규격으로 인하여 재활용되기가 어려워 대개는 해체 수거되지 않고 그대로 매립시켜 사장시키고, 이러한 매립 사장에 의해 향후 목재 토류판의 부식에 의한 지반의 침하가 우려되고 있다.In addition, although it must be dismantled and collected, it is difficult to be recycled due to uneven specifications, which are each cut and dismantled, so that it is usually buried as it is not dismantled. I'm concerned.

목재 토류판 뿐만 아니라 철재나 합성수지로 이루어진 토류판의 경우, 대개 일정한 크기로 제작되어 있으므로 일정치 않은 간격으로 박혀있는 H빔 사이에 끼워넣기 힘이 드는 문제가 있었다.In the case of earthen boards made of steel or synthetic resins as well as wood earthen boards, they are usually manufactured in a constant size, so there is a problem in that the force between the H beams is embedded at regular intervals.

본 발명은 전술한 바와 같은 문제를 해결하기 위하여 안출한 것으로서, 일정하지 않은 H빔 사이 간격에도 불구하고 토류판을 설치할 수 있게 하고, 토류판의 폭을 넓게 조절할 수 있게 구성하여 넓은 경간으로 토류판을 설치할 수 있게 하고 자 하는 목적이 있다. 그리하여 H빔을 많이 박지 않아도 되므로 시간과 경비를 절감할 수 있게 하고자 하는 목적이 있다.The present invention has been made in order to solve the problems as described above, it is possible to install the earth plate in spite of the gap between the non-uniform H-beams, it is possible to install the earth plate with a wide span by configuring the width of the earth plate can be adjusted widely There is a purpose to be. Therefore, there is no need to put a lot of H-beams, the purpose is to save time and money.

또한 폭이 넓어진 토류판을 안정적으로 지지하여 국부비틀림을 방지하고, 국소지역의 붕괴를 방지하고자 하는 목적이 있다.In addition, the purpose is to stably support the widened earth plate to prevent local twist, and to prevent the collapse of the local area.

그리고 토류판의 상하 결합시 견고하게 고정하여 상하의 토류판의 사이가 벌어져 결합력이 약해지는 것을 방지하고자 하는 목적이 있다. And the upper and lower coupling of the earth plate is firmly fixed, there is an object to prevent the coupling force is weakened by the gap between the upper and lower earth plate.

본 발명은 전술한 목적을 달성하기 위하여 두개의 판체의 중앙에 중앙지지부 가 일체로 형성되어 중앙지지부를 중심으로 양측에 확장판설치홈이 형성되고, 중앙지지부의 상면에 상하결합홈이 형성되는 동시에 중앙지지부의 하면에 상하결합돌기가 동일한 형상으로 형성되며, 일측의 판체 양측에 고정띠의 일단이 고정되고, 타측의 판체 양측에 걸이바가 있는 홈이 형성되며, 고정띠의 타단에 형성되는 걸고리가 걸이바에 착탈 가능하도록 걸리고, 중앙지지부에 상하로 관통되는 두개의 앵커홀이 형성되는 본체판; 두개의 고정판에 스프링이 고정되고, 스프링의 둘레에 자바라커버가 둘러싸도록 설치되며, 일측 고정판은 확장판설치홈의 바닥면에 볼트로 고정되고, 타측 고정판은 확장판의 중공부 바닥면에 고정되는 다수개의 스프링어셈블리; 본체판의 확장판설치홈에 삽입되는 판체에 일측이 개방된 중공부가 형성되고, 중공부의 개방된 부분이 있는 단부 양측에 걸림턱이 돌출 형성되며, 판체의 양측부에 가이드홈이 형성되고, 판체의 타단에 고정덮개가 볼트로 고정되어 고정덮개 부분이 H빔에 삽입되어 끼워지는 확장판; 일측이 ㄱ자로 절곡되어 걸림턱이 형성되고, 걸림턱이 본체판의 확장판설치홈에 삽입된채 판체 단부에 볼트로 고정되며, 일측면에 가이드돌기가 형성되어 확장판의 가이드홈에 삽입되어 확장판의 이동을 가이드하는 가이드판; 두개의 분기앵커가 결합돌기부의 저면에 일체로 형성되고, 결합돌기부의 상면에 머리부가 형성되며, 결합돌기부는 폭조절토류판의 앵커홀에 삽입되어 지면에 고정되는 중앙지지앵커;로 구성되는 것을 특징으로 하는 폭조절이 용이한 조립식 건축용 토류판을 제공한다.In order to achieve the above object, the present invention has a central support part integrally formed at the center of two plate bodies, and expansion plate installation grooves are formed at both sides of the central support part, and a top and bottom coupling groove is formed at the top of the central support part. The upper and lower coupling protrusions are formed in the same shape on the lower surface of the branch, and one end of the fixing band is fixed to both sides of the plate body on one side, and grooves with hook bars are formed on both sides of the other plate body, and the hooks formed on the other end of the fixing band are hooked. A main body plate detachably fastened to the bar and having two anchor holes penetrating up and down in the central support unit; The spring is fixed to the two fixing plates, the bellows cover is installed around the spring, one fixing plate is bolted to the bottom of the expansion plate mounting groove, the other fixing plate is fixed to the bottom of the hollow part of the expansion plate Spring assembly; A hollow part having one side open is formed in the plate body inserted into the expansion plate installation groove of the main body plate, and a locking jaw is formed on both sides of the end portion having the open part of the hollow part, and guide grooves are formed at both sides of the plate body. An expansion plate to which the fixing cover is fixed to the other end by bolts so that the fixing cover portion is inserted into the H beam; One side is bent by the letter A to form a locking jaw, the locking jaw is inserted into the expansion plate installation groove of the body plate is fixed to the end of the plate with a bolt, the guide projection is formed on one side is inserted into the guide groove of the expansion plate of the expansion plate A guide plate for guiding the movement; Two branched anchors are integrally formed on the bottom surface of the coupling protrusion, the head is formed on the upper surface of the coupling protrusion, the coupling protrusion is inserted into the anchor hole of the width adjustment earth plate fixed to the ground; To provide a prefabricated building earth plate easy to adjust the width.

이하 첨부된 도면을 참조하여 본 고안의 구성을 상세히 설명하면 다음과 같 다.Referring to the configuration of the present invention in detail with reference to the accompanying drawings as follows.

본 명세서 및 청구범위에 사용된 용어나 단어는 통상적이거나 사전적인 의미로 한정해서 해석하여서는 되지 않고, 발명자는 그 자신의 발명을 가장 최선의 방법으로 설명하기 위해 용어의 개념을 적절하게 정의할 수 있다는 원칙에 입각하여 본 고안의 기술적 사상에 부합하는 의미와 개념으로 해석되어야만 한다.The terms or words used in the present specification and claims should not be interpreted as being limited to the ordinary or dictionary meanings, and the inventors may appropriately define the concept of terms in order to best explain the invention of their own. Based on the principle, it should be interpreted as meaning and concept corresponding to the technical idea of the present invention.

본 발명은 폭 조절이 가능한 폭조절토류판(10)에 관한 것으로서, 본체판(20)의 양측에 스프링어셈블리(30)에 의해 탄력지지되는 확장판(40)이 설치되고, 본체판(20)의 중앙지지부(22)가 중앙지지앵커(60)에 의해 견고하게 지면에 고정되며, 본체판(20)에 고정되는 가이드판(50)에 의해 확장판(40)의 이동이 가이드되는 것을 주요 구성으로 한다.The present invention relates to a width-adjustable earth plate 10 that can be adjusted in width, the expansion plate 40 is elastically supported by the spring assembly 30 is installed on both sides of the main body plate 20, the center of the main body plate 20 The branch 22 is firmly fixed to the ground by the central support anchor 60, the movement of the expansion plate 40 is guided by the guide plate 50 is fixed to the main plate 20 as a main configuration.

본체판(20)은 두개의 판체(21)의 중앙에 중앙지지부(22)가 일체로 형성되어 중앙지지부(22)를 중심으로 양측에 확장판설치홈(25)이 형성되고, 중앙지지부(22)의 상면에 상하결합홈(24)이 형성되는 동시에 중앙지지부(22)의 하면에 상하결합돌기(23)가 동일한 형상으로 형성된다. 따라서 아래 위의 폭조절토류판(10)은 서로 상하로 인접한 본체판(20)의 상하결합돌기(23)와 상하결합홈(24)이 서로 맞물려 견고하게 고정된다.The main body plate 20 has a central support portion 22 integrally formed at the center of the two plate bodies 21, and expansion plate installation grooves 25 are formed at both sides of the central support portion 22, and the central support portion 22 is formed. The upper and lower coupling grooves 24 are formed on the upper surface of the upper and lower coupling protrusions 23 on the lower surface of the central support portion 22 are formed in the same shape. Therefore, the upper and lower width adjustment earth plate 10 is firmly fixed to the vertical coupling protrusion 23 and the vertical coupling groove 24 of the main body plate 20 adjacent to each other vertically up and down.

일측의 판체(21) 양측에 고정띠(28)의 일단이 고정되고, 타측의 판체(21) 양측에 걸이바(27)가 있는 홈(26)이 형성되며, 고정띠(28)의타단에 형성되는 걸고리(28-1)가 걸이바(27)에 착탈 가능하도록 걸린다. 고정띠(28)는 스프링어셈블리(30)에 의해 탄력지지되는 확장판(40)이 확장판설치홈(25)에 수납되어 있도록 고 정하여 주는 역할을 한다.One end of the fixing belt 28 is fixed to both sides of the plate body 21 on one side, and grooves 26 having hook bars 27 are formed on both sides of the plate body 21 on the other side, and the other end of the fixing band 28 is formed. The hook 28-1 formed is hooked up to the hook bar 27 so that attachment is possible. The fixing band 28 serves to fix the expansion plate 40 that is elastically supported by the spring assembly 30 to be accommodated in the expansion plate installation groove 25.

중앙지지부(22)에 상하로 관통되는 두개의 앵커홀(29)이 형성되어 중앙지지앵커(60)가 관통되어 지면에 고정된다.Two anchor holes 29 are formed in the central support part 22 so as to penetrate up and down so that the central support anchor 60 penetrates and is fixed to the ground.

스프링어셈블리(30)는 두개의 고정판(31)에 스프링(32)이 고정되고, 스프링(32)의 둘레에 자바라커버(33)가 둘러싸도록 설치된다. 따라서 스프링(32)은 자바라커버(33)에 의해 수분 침투가 되지 않으므로 부식이 되지 않아 수명이 길어지게 되고, 탄력이 유지된다.The spring assembly 30 is installed so that the spring 32 is fixed to the two fixing plates 31, and the bellows cover 33 surrounds the spring 32. Therefore, the spring 32 is not corroded by the bellows cover 33, so the corrosion is not long, the life is long, and the elasticity is maintained.

스프링어셈블리(30)의 일측 고정판(31)은 확장판설치홈(25)의 바닥면에 볼트로 고정되고, 타측 고정판(31)은 확장판(40)의 중공부(41-1) 바닥면에 고정된다.One side fixing plate 31 of the spring assembly 30 is bolted to the bottom surface of the expansion plate mounting groove 25, the other side fixing plate 31 is fixed to the bottom surface of the hollow portion 41-1 of the expansion plate 40. .

이러한 스프링어셈블리(30)는 다수개가 설치되어 본체판(20)의 양측에 형성된 확장판설치홈(25)의 내부에서 확장판(40)을 탄력지지하게 된다.A plurality of such spring assemblies 30 are installed to elastically support the expansion plate 40 in the expansion plate installation groove 25 formed on both sides of the body plate 20.

확장판(40)은 본체판(20)의 확장판설치홈(25)에 삽입되는 판체(41)에 일측이 개방된 중공부(41-1)가 형성되고, 중공부(41-1)의 개방된 부분이 있는 단부 양측에 걸림턱(43)이 돌출 형성된다. 걸림턱(43)이 형성된 확장판(40)의 단부가 확장판 설치홈(25)으로 삽입하게 되고, 중공부(41-1)의 개방된 부분을 통해 스프링어셈블리(30)가 삽입 고정된다.The expansion plate 40 has a hollow portion 41-1 having one side open on the plate body 41 inserted into the expansion plate installation groove 25 of the body plate 20, and the hollow portion 41-1 is opened. The latching jaw 43 is protruded from both ends of the portion is formed. An end portion of the expansion plate 40 having the locking jaw 43 is inserted into the expansion plate installation groove 25, and the spring assembly 30 is inserted and fixed through the open portion of the hollow part 41-1.

판체(41)의 양측부에 가이드홈(42)이 형성되고, 판체(41)의 타단에 고정덮개(44)가 볼트로 고정되어 고정덮개(44) 부분이 H빔(1)에 삽입되어 끼워진다. 고정덮개(44)는 ㄷ자형의 홈부(45)가 형성되어 확장판(40)의 단부가 삽입되어 볼트로 고정된다. 고정덮개(44)의 측부에 다수개의 볼트홀(46)이 형성되어 고정덮개(44)를 볼트로 확장판(40)에 고정시키게 된다.Guide grooves 42 are formed at both sides of the plate body 41, and the fixing cover 44 is fixed to the other end of the plate body 41 with bolts so that the portion of the fixing cover 44 is inserted into and inserted into the H beam 1. Lose. The fixing cover 44 is a U-shaped groove portion 45 is formed is inserted into the end of the expansion plate 40 is fixed with a bolt. A plurality of bolt holes 46 are formed at the side of the fixing cover 44 to fix the fixing cover 44 to the expansion plate 40 with bolts.

가이드판(50)은 일측이 ㄱ자로 절곡되어 걸림턱(52)이 형성되고, 걸림턱(52)이 본체판(20)의 확장판설치홈(25)에 삽입된채 판체(21) 단부에 볼트로 고정된다.Guide plate 50 is bent at the one side of the letter B is formed with a locking jaw 52, the locking jaw 52 is inserted into the expansion plate installation groove 25 of the body plate 20 bolts to the end of the plate body 21 Is fixed.

가이드판(50)의 일측면에 가이드돌기(51)가 다수개 형성되어 확장판(40)의 가이드홈(42)에 삽입되어 확장판(40)의 이동을 가이드한다.A plurality of guide protrusions 51 are formed on one side of the guide plate 50 and inserted into the guide grooves 42 of the expansion plate 40 to guide the movement of the expansion plate 40.

중앙지지앵커(60)는 두개의 분기앵커(63)가 결합돌기부(61)의 저면에 일체로 형성되고, 결합돌기부(61)의 상면에 머리부(62)가 형성되며, 결합돌기부(61)는 폭조절토류판(10)의 앵커홀(29)에 삽입되어 지면에 고정된다.The central support anchor 60 has two branch anchors 63 integrally formed on the bottom of the coupling protrusion 61, a head 62 is formed on the upper surface of the coupling protrusion 61, and the coupling protrusion 61. Is inserted into the anchor hole 29 of the width control earth plate 10 is fixed to the ground.

이상과 같이 본 발명은 넓은 경간을 가지도록 H빔을 박아 토류판을 설치하여 경비와 공수를 절감할 수 있는 효과가 있고, 토류판의 중앙에서 중앙지지앵커가 토류판을 지지하여 국부비틀림을 방지하는 효과가 있다.As described above, the present invention has the effect of reducing the cost and labor by installing the earth plate by installing the H-beam to have a wide span, and the central support anchor at the center of the earth plate supports the earth plate to prevent local twist have.

또한 확장판이 본체판으로부터 스프링어셈블리의 탄력으로 지지되면서 H빔에 끼이기 되므로 H빔의 사이 간격이 일정치 않아도 설치할 수 있는 효과가 있다.In addition, since the expansion plate is supported by the elasticity of the spring assembly from the body plate is pinched in the H beam, there is an effect that can be installed even if the distance between the H beam is not constant.

스프링어셈블리는 스프링 외부에 자바라커버가 보호하고 있어서 수분에 많이 노출되어도 부식이 되지 않게 해주는 효과가 있다.The spring assembly is protected by a bellows cover on the outside of the spring to prevent corrosion even when exposed to a lot of moisture.

고정띠로 평소에는 확장판을 고정하고 있다가 설치시에 고정띠를 풀어 사용하면 되므로 운반이 편리하고, 상하결합돌기와 상하결합홈에 의해 상하방향 결합이 견고하게 되므로 토류판 사이 틈이 생기는 것을 방지하는 효과가 있다.It is convenient to carry because the fixing plate is normally fixed with the fixing band, and the fixing band can be removed at the time of installation. The upper and lower couplings are firmly secured by the upper and lower coupling protrusions and the upper and lower coupling grooves. have.

Claims (1)

두개의 판체(21)의 중앙에 중앙지지부(22)가 일체로 형성되어 중앙지지부(22)를 중심으로 양측에 확장판설치홈(25)이 형성되고, 중앙지지부(22)의 상면에 상하결합홈(24)이 형성되는 동시에 중앙지지부(22)의 하면에 상하결합돌기(23)가 동일한 형상으로 형성되며, 일측의 판체(21) 양측에 고정띠(28)의 일단이 고정되고, 타측의 판체(21) 양측에 걸이바(27)가 있는 홈(26)이 형성되며, 고정띠(28)의타단에 형성되는 걸고리(28-1)가 걸이바(27)에 착탈 가능하도록 걸리고, 중앙지지부(22)에 상하로 관통되는 두개의 앵커홀(29)이 형성되는 본체판(20);The central support part 22 is integrally formed at the center of the two plate bodies 21 so that expansion plate installation grooves 25 are formed at both sides of the central support part 22, and the upper and lower coupling grooves are formed on the upper surface of the central support part 22. While the 24 is formed, the upper and lower coupling protrusions 23 are formed on the lower surface of the central support part 22 in the same shape, and one end of the fixing band 28 is fixed to both sides of the plate body 21 on one side, and the plate body on the other side. (21) grooves 26 having hook bars 27 are formed at both sides, and hooks 28-1 formed at the other ends of the fixing band 28 are hooked to the hook bars 27 so as to be detachable from each other. A main body plate 20 having two anchor holes 29 penetrating vertically in the 22; 두개의 고정판(31)에 스프링(32)이 고정되고, 스프링(32)의 둘레에 자바라커버(33)가 둘러싸도록 설치되며, 일측 고정판(31)은 확장판설치홈(25)의 바닥면에 볼트로 고정되고, 타측 고정판(31)은 확장판(40)의 중공부(41-1) 바닥면에 고정되는 다수개의 스프링어셈블리(30);The spring 32 is fixed to the two fixing plates 31, and the bellows cover 33 is installed to surround the spring 32, and one fixing plate 31 is bolted to the bottom surface of the expansion plate mounting groove 25. Fixed to the other side, the other side fixing plate 31 is a plurality of spring assembly (30) fixed to the bottom surface of the hollow portion (41-1) of the expansion plate (40); 본체판(20)의 확장판설치홈(25)에 삽입되는 판체(41)에 일측이 개방된 중공부(41-1)가 형성되고, 중공부(41-1)의 개방된 부분이 있는 단부 양측에 걸림턱(43)이 돌출 형성되며, 판체(41)의 양측부에 가이드홈(42)이 형성되고, 판체(41)의 타단에 고정덮개(44)가 볼트로 고정되어 고정덮개(44) 부분이 H빔(1)에 삽입되어 끼워지는 확장판(40);The hollow part 41-1 with one side open is formed in the plate body 41 inserted into the expansion plate installation groove 25 of the main body plate 20, and both ends of the end part with the open part of the hollow part 41-1 are formed. The locking jaw 43 is formed to protrude, and guide grooves 42 are formed at both sides of the plate body 41, and the fixing cover 44 is fixed to the other end of the plate body 41 by bolts to fix the cover 44. An expansion plate 40 into which a portion is inserted and inserted into the H beam 1; 일측이 ㄱ자로 절곡되어 걸림턱(52)이 형성되고, 걸림턱(52)이 본체판(20)의 확장판설치홈(25)에 삽입된채 판체(21) 단부에 볼트로 고정되며, 일측면에 가이드 돌기(51)가 형성되어 확장판(40)의 가이드홈(42)에 삽입되어 확장판(40)의 이동을 가이드하는 가이드판(50);One side is bent by the letter A to form a locking jaw 52, the locking jaw 52 is fixed to the end of the plate body 21 while being inserted into the expansion plate installation groove 25 of the body plate 20, one side surface A guide plate (51) formed at the guide plate (50) inserted into the guide groove (42) of the expansion plate (40) to guide the movement of the expansion plate (40); 두개의 분기앵커(63)가 결합돌기부(61)의 저면에 일체로 형성되고, 결합돌기부(61)의 상면에 머리부(62)가 형성되며, 결합돌기부(61)는 폭조절토류판(10)의 앵커홀(29)에 삽입되어 지면에 고정되는 중앙지지앵커(60);로 구성되는 것을 특징으로 하는 폭조절이 용이한 조립식 건축용 토류판.Two branch anchors 63 are integrally formed on the bottom surface of the coupling protrusion 61, a head 62 is formed on the upper surface of the coupling protrusion 61, and the coupling protrusion 61 is a width adjusting earth plate 10. Inserted into the anchor hole (29) of the central support anchor 60 is fixed to the ground; Easy to adjust the width of the prefabricated building earth plate consisting of.
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100659599B1 (en) 2006-09-14 2006-12-20 주식회사 선진엔지니어링 종합건축사 사무소 Apartment house foundation work drainage member structure
KR100673988B1 (en) 2006-11-08 2007-01-25 주식회사 행림종합 건축사사무소 Apartment house foundation work drainage member structure
KR100808483B1 (en) 2007-11-12 2008-03-03 (주)전인건축사사무소 Structure of earthy plate for corner using architecture
KR100975764B1 (en) 2010-01-11 2010-08-18 금강종합감리 주식회사 The store install and retaining wall which the deactivation is easy
KR101094827B1 (en) 2011-04-22 2011-12-16 주식회사 동림건설 Structure of variable temporary retaning wall
KR101651824B1 (en) * 2016-04-12 2016-08-29 (주)기하엔지니어링 Plate for preventing landslide used for apartment construction site
KR101787944B1 (en) * 2017-02-17 2017-11-15 김무영 soil retaining plate easily installation and removal

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US4277920A (en) 1976-09-28 1981-07-14 Panelfold Doors, Inc. Portable and operable wall systems
KR100521076B1 (en) 2005-06-29 2005-10-14 (주)건축사사무소도연 Panel protecting soil
KR100584075B1 (en) 2006-02-22 2006-05-29 주식회사 포스에이씨 종합감리 건축사사무소 Apartment house foundation work drainage member structure

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US4277920A (en) 1976-09-28 1981-07-14 Panelfold Doors, Inc. Portable and operable wall systems
KR100521076B1 (en) 2005-06-29 2005-10-14 (주)건축사사무소도연 Panel protecting soil
KR100584075B1 (en) 2006-02-22 2006-05-29 주식회사 포스에이씨 종합감리 건축사사무소 Apartment house foundation work drainage member structure

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100659599B1 (en) 2006-09-14 2006-12-20 주식회사 선진엔지니어링 종합건축사 사무소 Apartment house foundation work drainage member structure
KR100673988B1 (en) 2006-11-08 2007-01-25 주식회사 행림종합 건축사사무소 Apartment house foundation work drainage member structure
KR100808483B1 (en) 2007-11-12 2008-03-03 (주)전인건축사사무소 Structure of earthy plate for corner using architecture
KR100975764B1 (en) 2010-01-11 2010-08-18 금강종합감리 주식회사 The store install and retaining wall which the deactivation is easy
KR101094827B1 (en) 2011-04-22 2011-12-16 주식회사 동림건설 Structure of variable temporary retaning wall
WO2012144699A1 (en) * 2011-04-22 2012-10-26 (주)동림건설 Variable temporary retaining wall structure
KR101651824B1 (en) * 2016-04-12 2016-08-29 (주)기하엔지니어링 Plate for preventing landslide used for apartment construction site
KR101787944B1 (en) * 2017-02-17 2017-11-15 김무영 soil retaining plate easily installation and removal

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