KR102070142B1 - A highly earthquake resistant multi-purpose wall module - Google Patents

A highly earthquake resistant multi-purpose wall module Download PDF

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KR102070142B1
KR102070142B1 KR1020190131228A KR20190131228A KR102070142B1 KR 102070142 B1 KR102070142 B1 KR 102070142B1 KR 1020190131228 A KR1020190131228 A KR 1020190131228A KR 20190131228 A KR20190131228 A KR 20190131228A KR 102070142 B1 KR102070142 B1 KR 102070142B1
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South Korea
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module
wall
wall module
unit module
present
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KR1020190131228A
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Korean (ko)
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박완신
김창근
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박완신
김창근
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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
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/14—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
    • E04B2/16—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position
    • E04B2/18—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position by interlocking of projections or inserts with indentations, e.g. of tongues, grooves, dovetails
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E02D17/02—Foundation pits
    • E02D17/04—Bordering surfacing or stiffening the sides of foundation pits
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/02—Retaining or protecting walls
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
    • 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
    • E04B1/66—Sealings
    • E04B1/68—Sealings of joints, e.g. expansion joints
    • 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
    • E04B2/14—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
    • E04B2/24—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element the walls being characterised by fillings in some of the cavities forming load-bearing pillars or beams
    • 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
    • E04C1/39—Building elements of block or other shape for the construction of parts of buildings characterised by special adaptations, e.g. serving for locating conduits, for forming soffits, cornices, or shelves, for fixing wall-plates or door-frames, for claustra
    • E04C1/397—Building elements of block or other shape for the construction of parts of buildings characterised by special adaptations, e.g. serving for locating conduits, for forming soffits, cornices, or shelves, for fixing wall-plates or door-frames, for claustra serving for locating conduits
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
    • E04C2/52—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits
    • E04C2/521—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits serving for locating conduits; for ventilating, heating or cooling
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00—Geometrical or physical properties
    • E02D2200/16—Shapes
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2450/00—Gaskets
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00—Miscellaneous
    • E02D2600/20—Miscellaneous comprising details of connection between elements
    • 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
    • E04B2002/0202—Details of connections
    • E04B2002/0204—Non-undercut connections, e.g. tongue and groove connections
    • E04B2002/021—Non-undercut connections, e.g. tongue and groove connections of triangular shape

Abstract

The present invention is to provide a multi-purpose wall module with excellent earthquake resistance. Assembly guide grooves (14, 16) fitted with one side of a pile (12), a recess portion (18) and a protrusion portion (20) are formed on the both sides and upper and lower portions of a precast unit module (10), respectively. At least two penetrated spaces (22) are formed in the recess portion (18) and the protrusion portion (20). At least one horizontal groove (24) and at least one vertical groove (26) are formed on the front surface of the unit module (10) to be connected to the spaces (22). An opening (28) can be opened and closed by a fitted block (30) to effectively block earthquake waves through the wall and to perform piping and wiring for various facilities. The wall module can be used for various purposes such as groundwater discharge passages, can greatly increase the space utilization of a building, and can shorten and reduce the construction period and construction costs for the building.

Description

내진성이 우수한 다용도 벽체 모듈 {A highly earthquake resistant multi-purpose wall module}A highly earthquake resistant multi-purpose wall module

본 발명은 내진성이 우수한 다용도 벽체 모듈에 관한 것으로서, 보다 구체적으로는 지진에 대한 저항력을 발휘하며 벽체를 통해서 각종 설비용 배관, 배선을 할 수 있을 뿐만 아니라 건물의 지하수를 외부로 배출시켜 줄 수 있고 보다 저렴한 비용으로 신속하고 견고하게 시공할 수 있는 내진성이 우수한 다용도 벽체 모듈에 관한 것이다.The present invention relates to a multi-purpose wall module having excellent seismic resistance, and more specifically, exhibits resistance to earthquakes and enables various facilities such as plumbing and wiring through walls, and can discharge groundwater of buildings to the outside. The present invention relates to a versatile wall module having excellent seismic resistance that can be quickly and robustly installed at a lower cost.

일반적으로 현대의 건축물은 내부에 소방, 가스, 전기, 수도 등의 시설이 복잡하게 연결되어 있으므로 가능한 건축물이 손상되지 않으면서 지진을 견딜 수 있는 구조로 구축되어야 한다.In general, modern buildings have complex structures such as fire, gas, electricity, and water, so they must be constructed to withstand earthquakes without damaging the building.

내진 설계는 건축물의 내구 연한 중에 있을 지진에 대하여 건축물을 안전하게 또는 인명의 안전을 확보 할 수 있도록 설계하는 것이다. 먼저, 지진파는 지각 내부를 통과해 전달되는 실체파와 지표면을 따라 전달되는 표면파로 구분된다.The seismic design is designed to ensure the safety of the building or the safety of life against earthquakes during the service life of the building. First, seismic waves are divided into real waves passing through the earth's crust and surface waves passing along the earth's surface.

실체파는 p파(primary wave)와 s파(secondary wave)로 구분된다. p파는 종파이며, 고체, 액체, 기체 상태의 물질을 통과하고, 속도는 7~8km/초로 비교적 빠르지만 진폭이 작아 피해가 적다. s파는 횡파이며, 고체 상태의 물질만 통과하고, 속도는 3~4km/초 로 비교적 느리지만 진폭이 커서 피해가 크다. 표면파는 지표면을 따라 전달되며, 속도는 2~3km/초 로 통과하는 매질은 지표면으로만 전달되어 가장 느려 진폭도 크고 피해도 크다.Real wave is divided into p wave (primary wave) and s wave (secondary wave). The p-wave is a longitudinal wave, passes through solid, liquid, and gaseous matter, and is relatively fast at 7-8 km / sec, but has a small amplitude and little damage. The s wave is a transverse wave, passing only solid matter, and the velocity is 3-4 km / sec, which is relatively slow, but the amplitude is large, causing great damage. Surface waves propagate along the earth's surface, and the media passing at a speed of 2 to 3 km / s is transmitted only to the earth's surface, making it the slowest and most damaging.

종래 대한민국 등록특허공보 제10-1710716호에 개시되어 있는 지지용 강빔이 적용된 pc벽체를 이용한 모듈 식 지하구조물은 저심도 개착방식의 토목시공기술로서 낮은 심도의 지하구조물을 기존 개착시공기술에 비하여 보다 저비용으로 급속하게 시공할 수 있는 것으로 알려져 있었으나, 지하방식의 경전철 건설에 적합 할 뿐 깊은 심도의 지하구조물을 시공하기에는 구조적으로 적합하지 못한 것이었고, 내진성능이 미약하며, pc벽체를 다용도로 활용할 수 없는 등의 문제점이 있었다. The modular underground structure using the PC wall applied with the supporting steel beam disclosed in the Republic of Korea Patent Publication No. 10-1710716 is a low-depth attachment method civil engineering technology of low-depth underground structure than the existing installation technology It was known to be able to construct rapidly at low cost, but it was only suitable for the construction of underground light rail, but was not structurally suitable for constructing deep-depth underground structures. There was no such problem.

본 발명자는 이와 같은 종래기술의 제반문제점을 해결하기 위하여 예의 검토한 결과, 벽체 모듈의 이음부위를 H형강과 같은 파일로 연결하고 벽체 모듈내부에 진동 방향이 수직이어서 큰 피해를 초래하는 횡파인 s파가 통과하지 못하는 공간부를 충분하게 확보하며 이 공간부를 통해서 소방, 가스, 전기, 수도 등의 설비 시설을 설치하거나 건물의 지하수를 외부로 배출시켜 줄 수 만 있다면 종래기술의 제반문제점을 모두 해결할 수 있으며, 더 나아가서 건축물 전체의 시공기간과 비용 그리고 유지보수를 보다 더 쉽고 저렴하게 할 수도 있는 것임을 알게 되어서 본 발명을 완성하기에 이르렀다.As a result of earnestly examining in order to solve the above-mentioned problems of the prior art, the present inventors have connected the joints of the wall module with piles such as H-beams, and the transverse direction is perpendicular to the inside of the wall module, causing severe damage. If there are enough spaces that waves cannot pass through, and if it is possible to install facilities such as fire, gas, electricity, and water, or to discharge the groundwater of the building to the outside, all the problems of the prior art can be solved. In addition, the present invention was completed to realize that the construction period, cost and maintenance of the whole building can be made easier and cheaper.

본 발명의 과제는 수직, 수평방향으로 연장조립 되는 벽체 모듈들의 연결 부위를 파일로 연결할 수 있도록 하고 벽체 모듈의 내부에는 지진파 중 피해가 큰 횡파인 s파가 통과하지 못하도록 해주는 공간부를 확보하며 이 공간부와 벽체 모듈의 내측면을 통해서 각종 설비용 배관이나 배선을 실시 할 수 있도록 해줄 수 있는 내진성이 우수한 다용도 벽체 모듈을 제공하는데 있다.The object of the present invention is to connect the connection parts of the wall modules that are assembled in the vertical and horizontal directions with a file, and to secure the space portion to prevent the s-wave, which is a transverse wave, which is the most damaging of the earthquake waves, to pass through the space It is to provide a multi-purpose wall module with excellent shock resistance that can enable piping and wiring for various facilities through the inner surface of the wall and wall module.

상기 한 바와 같은 과제를 달성하기 위해서, 본 발명은 프리케스팅 되는 벽체 단위모듈의 양측면에는 H형강과 같은 파일의 일측과 끼워맞춤되는 조립안내홈이 형성되어 있고, 상부와 하부에는 각각 요입부와 돌출부가 형성되어 있으며, 상기요입부와 돌출부에는 적어도 2개 이상의 관통된 공간부가 형성되어 있고, 상기 단위모듈의 앞면에는 적어도 1개 이상의 가로홈과 세로홈이 상기 공간부와 개구부로 연결되어 있으며, 이 개구부에는 블록이 끼워 맞춤되어 있어 상기 개구부를 선택적으로 개폐시켜 줄 수 있도록 되어 있는 것을 특징으로 한다.In order to achieve the above object, the present invention is formed on both sides of the precast wall unit module is formed with an assembly guide groove that is fitted with one side of the pile, such as H-shaped steel, the upper and lower portions of the recess and projections, respectively Is formed, the recessed portion and the protrusion is formed with at least two through spaces, the front surface of the unit module at least one horizontal groove and vertical groove is connected to the space portion and the opening, Blocks are fitted in the openings to be able to selectively open and close the openings.

또한, 본 발명은 상기 조립안내홈에는 실링부재가 더 구비되어 있고, 상기 단위모듈의 상부에는 가스킷이 더 수비되어 있는 것을 특징으로 한다.In addition, the present invention is characterized in that the assembly guide groove is further provided with a sealing member, the gasket is further defended on the upper portion of the unit module.

또한, 본 발명은 상기 단위모듈의 뒷면에 제2조립안내홈이 더 구비되어 있는 것을 특징으로 한다.In addition, the present invention is characterized in that the second assembly guide groove is further provided on the back of the unit module.

또한, 본 발명은 상기 단위모듈의 하부에 역삼각형태를 가진 어댑터가 더 구비되어 있는 것을 특징으로 한다.In addition, the present invention is characterized in that the lower module is further provided with an adapter having an inverted triangle shape.

본 발명은 조립안내홈과 끼워맞춤되는 파일간의 틈새와, 적어도 2개 이상의 관통된 공간부를 통해서 지진파를 차단시켜 줌으로써 내진성이 우수하다.The present invention is excellent in seismic resistance by blocking the gap between the assembly guide groove and the pile to be fitted, and the seismic wave through at least two or more through spaces.

그리고, 상기 공간부와 가로홈 및 세로홈 등을 통해서 소방, 가스, 수도, 전기 등 각종 설비의 배관과 배선 그리고 건물의 바닥 쪽 지하수를 건물 밖으로 배출시켜 줄 수 있는 것이므로 벽체를 다용도로 활용할 수 있고 건물의 공간 활용성을 크게 향상시켜줄 수 있는 장점이 있다.And, through the space and horizontal grooves and vertical grooves, such as pipes and wiring of various facilities such as fire, gas, water, electricity, and groundwater of the bottom side of the building can be discharged out of the building can be utilized for a versatile wall. There is an advantage that can greatly improve the space utilization of the building.

또한, 위 아래쪽 단위모듈들이 요입부와 돌출부로 맞물려진 상태에서 가스킷으로 접촉하게 되어 조립정확성과 안전성 및 진동흡수성 그리고 방수성을 크게 향상시켜 주는 장점이 있다.In addition, the upper and lower unit modules come into contact with the gasket in the state in which the indentation and the protrusion are engaged, which greatly improves assembly accuracy, safety, vibration absorption, and waterproofness.

또한, 벽체의 하단부 쪽 단위모듈에 역삼각형태의 어댑터는 단위모듈을 지하로 박아 넣을 때 부하와 저항을 감소시켜 주어서 보다 작은 힘으로도 원활하고 신속하게 시공할 수 있는 장점이 있다.In addition, the inverted triangle type adapter to the lower side unit module of the wall reduces the load and resistance when the unit module is driven underground, there is an advantage that can be installed smoothly and quickly with less force.

도 1은 본 발명에 의한 벽체 모듈의 사시도.
도 2는 본 발명에 의한 벽체 모듈의 정면도.
도 3은 본 발명에 의한 벽체 모듈의 평면도.
도 4는 본 발명에 의한 벽체 모듈의 좌측면도.
도 5는 본 발명에 의한 벽체 모듈들이 수직, 수평방향으로 연장 조립된 상태를 예시한 정면도.
도 6은 본 발명에 의한 벽체 모듈에서 모서리용 모듈의 한 형태를 예시한 사시도.
도 7은 본 발명에 의한 벽체 모듈의 사용 상태를 예시한 사시도.
도 8은 본 발명에 의한 벽체 모듈과 보의 결합 상태를 예시한 측면도.
도 9는 본 발명에 의한 벽체 모듈로 암거용 박스와 상하수도용 박스의 시공예시도.
도 10은 본 발명에 의한 벽체 모듈로 지하차도의 시공 예시도.
도 11은 본 발명에 의한 벽체 모듈로 지하와 지상 구조물의 시공예시도.
도 12는 본 발명에 의한 벽체 모듈로 건물의 지하수를 외부로 배출시켜 주는 사용 상태와 벽체 모듈의 연장조립 상태를 예시한 종단면도.1 is a perspective view of a wall module according to the present invention.
Figure 2 is a front view of the wall module according to the present invention.
3 is a plan view of the wall module according to the present invention.
Figure 4 is a left side view of the wall module according to the present invention.
5 is a front view illustrating a state in which the wall modules according to the present invention are assembled in a vertical and horizontal direction.
Figure 6 is a perspective view illustrating one form of a corner module in the wall module according to the present invention.
7 is a perspective view illustrating a state of use of the wall module according to the present invention.
Figure 8 is a side view illustrating a coupling state of the wall module and the beam according to the present invention.
Figure 9 is a construction example of the wall culvert box and the water and sewage box according to the present invention.
10 is an exemplary view of the construction of a wall module underground roadway according to the present invention.
Figure 11 is a construction example of the wall module underground and ground structure according to the present invention.
Figure 12 is a longitudinal cross-sectional view illustrating an extended state of the use state and the wall module to discharge the groundwater of the building to the wall module according to the present invention to the outside.

본 발명을 예시 도면에 의거하여 더욱 상세히 설명하면 다음과 같다.Hereinafter, the present invention will be described in more detail with reference to the accompanying drawings.

본 발명에 의한 벽체 모듈은 도 1내지 도 4에 예시한 바와 같이 프리케스팅 되는 단위 모듈(10)의 양 측면에는 H형강과 같은 파일(12) 일측과 끼워 맞춤되는 조립 안내홈(14,16)이 형성되어 있고, 단위 모듈(10)의 상부와 하부에는 요입부(18)와 돌출부(20)가 각각 형성되어 있으며, 상기 요입부(18)와 돌출부(20)에는 적어도 2개 이상의 관통된 공간부(22)가 형성되어 있고, 단위 모듈(10)의 앞면에는 적어도 1개 이상의 가로홈(24)과 수직홈(26)이 상기 공간부(22)와 개구부(28)로 연결되어 있으며, 이 개구부(28)에는 블록(30)이 끼워 맞춤되어 있어 상기 개구부(28)를 선택적으로 개폐시켜 줄 수 있도록 되어 있다.The wall module according to the present invention has assembly guide grooves 14 and 16 fitted to one side of a pile 12 such as an H-beam on both sides of the unit module 10 to be precast as illustrated in FIGS. 1 to 4. The concave portion 18 and the protrusion 20 are formed on the upper and lower portions of the unit module 10, respectively, and the at least two penetrated spaces are formed in the concave portion 18 and the protrusion 20. A part 22 is formed, and at least one horizontal groove 24 and a vertical groove 26 are connected to the space part 22 and the opening 28 on the front surface of the unit module 10. A block 30 is fitted in the opening 28 so that the opening 28 can be selectively opened and closed.

본 발명에 있어서, 상기 조립 안내홈(14,16)에는 합성고무와 같은 탄성을 가진 실링 부재(32)를 더 구비하여 밀착성과 누수 방지성을 확보 할 수도 있고, 상기 단위 모듈(10)의 상부에는 합성고무와 같은 탄성을 가진 가스킷(34)을 더 구비하여 누수 방지성을 확보함과 아울러서 단위 모듈(10)들이 적층 조립된 상태에서 땅속으로 때려 박아 넣을 때 위, 아래쪽 단위 모듈(10)들이 손상되지 않도록 해주는 것이 바람직하다.In the present invention, the assembly guide grooves (14, 16) may further include a sealing member 32 having elasticity such as synthetic rubber to ensure adhesion and leakage prevention, the upper portion of the unit module (10) In addition, the gasket 34 having elasticity such as synthetic rubber is further secured to prevent water leakage, and when the module modules 10 are blown into the ground in a stacked assembly state, the upper and lower unit modules 10 are It is desirable to prevent damage.

그리고, 상기 단위 모듈(10)의 뒷면에도 제2 조립안내홈(36)을 형성시켜 주어서 H형강과 같은 파일(12)을 백파일로 하여 조립되는 벽체를 보강시켜 줄 수도 있다.In addition, the second assembly guide groove 36 may be formed on the rear surface of the unit module 10 to reinforce the wall to be assembled using the pile 12 such as the H-shaped steel as the back pile.

또한, 지면에 제일 먼저 박혀지는 단위 모듈의 하부에는 도 2와 도 4에 예시한 바와 같이 역삼각 형태를 가진 어댑터(38)를 더 구비하여서 땅속에 박아넣을 때 부하와 저항을 감소 시켜줌으로써 보다 더 쉽고, 신속하게 시공할 수 있도록 해줄 수도 있다.In addition, the lower part of the unit module that is first embedded in the ground further includes an adapter 38 having an inverted triangle shape as illustrated in FIGS. 2 and 4 to further reduce load and resistance when being driven into the ground. It can also be easily and quickly installed.

상기 어댑터(38)는 도 2와 도 4에 예시한 바와 같이 어댑터(38)의 요입부(40)쪽으로부터 조여지는 볼트(42)와 단위모듈(10)에 삽입된 너트(44)와 같은 체결수단으로 고정시켜 줄 수도 있다.As shown in FIGS. 2 and 4, the adapter 38 is fastened to a bolt 42 tightened from the inlet portion 40 side of the adapter 38 and a nut 44 inserted into the unit module 10. It can also be fixed by means.

이와 같이 구성된 본 발명은 도 5내지 도 7에 예시한 바와 같이 단위모듈(10)들을 수평, 수직 방향으로 연장 조립하여 지하벽체를 깊은 심도로 시공할 수 있는 것으로서, 단위모듈(10)들의 수직연결부위가 H형강과 같은 파일(12)로 견고하고 정확하게 조립된다.The present invention configured as described above can assemble the unit modules 10 in a horizontal and vertical direction as illustrated in FIGS. 5 to 7 to construct the underground wall with a deep depth, and vertical connection of the unit modules 10 The site is firmly and accurately assembled into piles 12, such as H-beams.

현장의 토질에 따라 시공 중 벽체의 전도방지를 위해서 도 7에 예시한 바와 같이 턴버클이나 타이로드 또는 PC강연선등과 같은 전도방지수단(46)을 더 설치할 수도 있다.In order to prevent the fall of the wall during construction, the fall prevention means 46, such as a turnbuckle, tie rod or PC strand, may be further installed according to the soil of the site.

벽체의 모서리 같은 경우는 도 6과 도 7에 예시한 바와 같이 L자형 횡단면을 가진 모서리 모듈(100)로 시공하는 것이 구조적 강도를 향상시켜 줄 수 있어 바람직하다. 또한, 본 발명은 도 8에 예시한 바와 같이 반 매입형 브래키트(48)를 더 구비하여서 보(50)를 연결구(52)로 직결시켜 줄 수도 있어 철골구조의 건물에도 적용할 수 있다.In the case of the edge of the wall, as shown in Figures 6 and 7, it is preferable that the construction to the corner module 100 having an L-shaped cross section can improve the structural strength. In addition, the present invention may further be provided with a semi-embedded bracket 48 as illustrated in FIG. 8 to directly connect the beam 50 to the connector 52, it can be applied to a steel structure building.

도 9에는 본 발명으로 암거용 박스나 상하수도용 박스(54)로 시공한 경우가 예시되어 있고, 도 10에는 지하차도(56)로 시공한 경우가 예시되어 있으며, 도11에는 지하와 지상구조물(58)로 시공한 경우가 예시되어 있다.FIG. 9 illustrates a case of constructing a culvert box or a water supply and drainage box 54 according to the present invention, and FIG. 10 illustrates a case of constructing an underground roadway 56, and FIG. 11 illustrates an underground and ground structure ( 58) is illustrated.

그리고, 도 12에는 건물의 지하층 바닥(60)아래로 스며들거나 고여진 지하수(62)를 단위모듈(10)의 공간부(22)에 설치한 배수관(64)과 배수펌프(66)로 건물 밖으로 배출시켜 주는 경우가 예시되어 있다.In addition, in FIG. 12, the drainage pipe 64 and the drainage pump 66 installed in the space 22 of the unit module 10 with the groundwater 62 permeated or accumulated under the basement floor 60 of the building are out of the building. The case of discharge is illustrated.

이와 같은 본 발명에서 적어도 2개 이상의 공간부(22)는 고체상태의 물질만 통과하는 지진파의 S파를 효과적으로 차단시켜주어서 지진파의 영향이 건물전체로 확산되는 것을 방지할 뿐만 아니라 소방, 가스, 수도 및 전기 등 각종 설비용 주배관과 주전선을 배치하거나 지하수 배출관을 설치하여 사용할 수도 있는 것 이어서 벽체를 다양도로 활용할 수 있는 장점을 발휘하게 된다.In the present invention, the at least two or more spaces 22 effectively block the S-waves of the earthquake wave passing only the solid state material to prevent the influence of the earthquake wave to spread throughout the building as well as fire, gas, water And it can be used to arrange the main pipes and main wires for various equipment such as electricity or to install the groundwater discharge pipe, and then the wall can be utilized in various ways.

10 … 단위 모듈
12 … 파일
14,16 … 조립안내홈
18 … 요입부
20 … 돌출부
22 … 관통된 공간부
24 … 가로홈
26 … 세로홈
28 … 개구부
30 … 블록
32 … 실링부재
34 … 가스킷
36 … 제2조립안내홈
38 … 어댑터10... Unit module
12... file
14,16. Assembly Guide
18. Indentation
20... projection part
22. Perforated Space
24. Groove
26. Vertical groove
28. Opening
30. block
32. Sealing member
34. Gasket
36. Second Assembly Home
38. adapter

Claims (4)

프리 케스팅 되는 벽체모듈에 있어서, 단위모듈(10)의 양측면에는 H형강과 같은 파일(12)의 일측과 끼워맞춤되는 조립안내홈(14,16)이 형성되어 있고, 단위모듈(10)의 상부와 하부에는 요입부(18)와 돌출부(20)가 형성되어 있으며, 상기 요입부(18)와 돌출부(20)에는 적어도 2개 이상의 관통된 공간부(22)가 형성되어있고, 단위 모듈(10)의 앞면에는 적어도 1개 이상의 가로홈(24)과 세로홈(26)이 상기 공간부(22)와 개구부(28)로 연결되어 있으며, 이 개구부(28)에는 블록(30)이 끼워 맞춤되어 있어 상기 개구부(28)를 선택적으로 개폐시켜 줄 수 있도록 되어 있는 것을 특징으로 하는 내진성이 우수한 다용도 벽체 모듈.In the wall module to be precast, assembly guide grooves 14 and 16 are formed on both sides of the unit module 10 to be fitted with one side of the pile 12 such as an H-shaped steel, and an upper portion of the unit module 10. The lower and lower portions of the concave portion 18 and the protrusion 20 is formed, the concave portion 18 and the protrusion 20 is formed with at least two through spaces 22, the unit module 10 At least one horizontal groove 24 and the vertical groove 26 is connected to the space portion 22 and the opening portion 28 on the front surface thereof, and the block 30 is fitted into the opening portion 28. Multifunctional wall module having excellent shock resistance, characterized in that the opening and closing the opening 28 selectively. 제1항에 있어서, 상기 조립안내홈(14,16)에는 실링부재(32)가 더 구비되어 있고, 상기 단위모듈(10)의 상부에는 가스킷(34)이 더 구비되어 있는 것을 특징으로 하는 내진성이 우수한 다용도 벽체모듈.The method of claim 1, wherein the assembly guide groove (14, 16) is further provided with a sealing member 32, the upper part of the unit module 10 is characterized in that the gasket 34 is further provided This excellent versatile wall module. 제1항에 있어서, 상기 단위모듈(10)의 뒷면에 제2조립안내홈(36)이 더 구비되어 있는 것을 특징으로 하는 내진성이 우수한 다용도 벽체 모듈.The multipurpose wall module according to claim 1, further comprising a second assembly guide groove (36) on the rear surface of the unit module (10). 제1항에 있어서, 상기 단위모듈(10)의 하부에 역삼각형태를 가진 어댑터(38)가 더 구비되어 있는 것을 특징으로 하는 내진성이 우수한 다용도 벽체 모듈.The multipurpose wall module according to claim 1, further comprising an adapter (38) having an inverted triangle shape at a lower portion of the unit module (10).
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CN111502070A (en) * 2020-05-14 2020-08-07 华北理工大学 Vertical splicing structure of prefabricated shear wall and construction method thereof
CN111691428A (en) * 2020-04-30 2020-09-22 中铁十八局集团有限公司 Subway station foundation ditch excavation construction is with combination formula system of strutting
KR102658475B1 (en) 2021-04-20 2024-04-16 송성민 Precast pannel and structure construction method using the same

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KR101709858B1 (en) * 2015-07-30 2017-02-23 원광대학교산학협력단 Building Construction Method Using PC Wall With Foundation Structure
KR101828415B1 (en) * 2017-06-26 2018-02-12 윤학수 Precast concrete panel structure
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KR101709858B1 (en) * 2015-07-30 2017-02-23 원광대학교산학협력단 Building Construction Method Using PC Wall With Foundation Structure
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CN111691428A (en) * 2020-04-30 2020-09-22 中铁十八局集团有限公司 Subway station foundation ditch excavation construction is with combination formula system of strutting
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KR102658475B1 (en) 2021-04-20 2024-04-16 송성민 Precast pannel and structure construction method using the same

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