KR101087644B1 - The water-storage tank of assembly type and method for constructing thereof - Google Patents

The water-storage tank of assembly type and method for constructing thereof Download PDF

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KR101087644B1
KR101087644B1 KR1020110081604A KR20110081604A KR101087644B1 KR 101087644 B1 KR101087644 B1 KR 101087644B1 KR 1020110081604 A KR1020110081604 A KR 1020110081604A KR 20110081604 A KR20110081604 A KR 20110081604A KR 101087644 B1 KR101087644 B1 KR 101087644B1
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wall
plate
storage tank
coupling
assembled
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KR1020110081604A
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Korean (ko)
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김정태
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김정태
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    • 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
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65D—CONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
    • B65D9/00—Containers having bodies formed by interconnecting or uniting two or more rigid, or substantially rigid, components made wholly or mainly of wood or substitutes therefor
    • B65D9/02—Containers of curved cross-section, e.g. cylindrical boxes
    • 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
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F5/00—Sewerage structures
    • E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
    • E03F5/101—Dedicated additional structures, interposed or parallel to the sewer system
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H7/00—Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
    • E04H7/02—Containers for fluids or gases; Supports therefor
    • E04H7/18—Containers for fluids or gases; Supports therefor mainly of concrete, e.g. reinforced concrete, or other stone-like material
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2250/00—Production methods
    • E02D2250/0023—Cast, i.e. in situ or in a mold or other formwork
    • 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

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Civil Engineering (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Wood Science & Technology (AREA)
  • Mechanical Engineering (AREA)
  • Health & Medical Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Sewage (AREA)

Abstract

PURPOSE: A wall structure for a water tank with an integral structure is provided to prevent overturn when a wall is constructed or improve the work convenience of a worker. CONSTITUTION: A wall structure for a water tank with an integral structure is as follows. Cast-in-place concrete is placed to the space between an inner wall(100) and an outer wall(200) to form an integral wall. A main post(110) and a secondary post(120) are formed on the inner wall to be separated from the outer wall. The outer wall is assembled so that the outer circumferential surface of the main post makes contact with the inner circumferential surface of a wall panel and a wall plate maintains level with the wall panel.

Description

일체형 구조를 갖는 저류조용 벽체부 구축물 구조{The water-storage tank of assembly type and Method for constructing thereof}The water-storage tank of assembly type and method for constructing

본 발명은 내측벽과 외측벽의 사이에 현장콘크리트가 타설되어 저류조의 벽체부를 구축함에 있어서, 상기 내측벽에는 외측벽과의 이격을 위한 메인지주부 및 보조지주부가 형성되되, 상기 메인 및 보조지주부는 내,외측벽과 함께 단면이 에이치 빔(H-BEAM) 구조로 이루어져 강력한 옹벽식 구조를 이루도록 하되, 상기 벽체부는 기초로부터 분기된 능형망가 현장콘크리트 내로 매입되어 일체화된 바닥부를 이루도록 함으로써, 저류조의 구조 강성이 크게 개선되도록 하는 것을 특징으로 하는 일체형 구조를 갖는 저류조용 벽체부 구축물 구조에 관한 것이다.In the present invention, when the site concrete is poured between the inner wall and the outer wall to build the wall portion of the storage tank, the inner wall is formed with a main holding portion and an auxiliary holding portion for spaced apart from the outer wall, the main and the auxiliary holding portion inside The cross-section along with the outer wall is made of H-BEAM structure to form a strong retaining wall structure, and the wall part is embedded in the ridged manganese field concrete branched off from the foundation to form an integrated bottom part, thereby providing structural rigidity of the storage tank. It relates to a storage tank wall structure structure having an integrated structure characterized in that it is to be greatly improved.

아울러, 본 발명은 내벽체의 실내측 벽체판에 시공 전후로 탈부착 가능하거나 영구 존치가 가능한 피씨 부축물이 결합되어 기초를 기준으로 벽체부의 시공시 전도(넘어짐)를 방지하거나, 작업자의 작업 편의성을 개선하는 특징이 있다.
In addition, the present invention is to prevent the fall (falling) during the construction of the wall portion on the basis of the base is coupled to the detachable or permanent presence of the PC support that can be attached or detached before and after the construction to the interior side wall plate of the inner wall, or improve the work convenience of the operator There is a characteristic to.

일반적으로 건물들이 증가하고 지표면의 포장률이 증가함에 따라, 호우시에 빗물이 지하로 침수하지 않고 하수도나 하천으로 일시에 유입되는 현상이 발생하고 있다.In general, as buildings increase and land surface pavement rate increases, rainwater does not flood into the basement during heavy rains, but flows into sewers or rivers at once.

이와 같이 빗물이 일시에 유입되어 유입 허용량을 초과하게 되면 홍수가 발생할 수도 있다.As such, when rainwater flows in at one time and exceeds the inflow allowance, flooding may occur.

반대로, 빗물이 하천으로 적게 유입되면, 지하수의 수질이 악화되고 지하수도 고갈되는 문제가 발생한다. On the contrary, if less rainwater flows into the river, the water quality of the groundwater is deteriorated and the groundwater is also depleted.

이를 개선하기 위해 최근에는 빗물을 우수 저류조에 일단 저류하였다가 하천으로 방류하여 빗물의 유출량을 조절하는 기술이 사용되고 있다.In order to improve this, in recent years, rainwater is stored in an excellent storage tank and discharged into a river to control the flow rate of rainwater.

이러한 우수 저류조의 기술의 예로서, 종래의 등록특허 제485742호는 우수 저류조에 관한 것으로 본체부용 블록, 주변부용 블록 및 슬래브를 포함한다.As an example of the technique of the storm storage tank, the conventional patent No. 485742 relates to the storm storage tank and includes a main block, a peripheral block, and a slab.

이때, 상기 본체부용 블록은 상면판과 저면판의 전후 좌우의 네 모퉁이에 기둥들이 각각 직각으로 직립 제공되며, 기둥들에 의해 네 개의 면에 개구부들이 형성되고, 기둥들의 상부 및 하부에 다수의 너트안치홈이 내측에 형성되는 관통공 들이 각각 형성되는 한편, 커플 가이드핀이 각각 삽입되는 다수의 홈들이 외부면에 형성된다.In this case, the main block for the body portion is provided with four pillars at right angles to each of the front and rear, left and right corners of the top plate and the bottom plate, the openings are formed on four sides by the pillars, a plurality of nuts on the top and bottom of the pillars Through-holes are formed in the inner settled groove, respectively, while a plurality of grooves in which the couple guide pin is inserted is formed on the outer surface.

이에, 상기 주변부용 블록은 4개의 면들 중에 하나 이상의 면이 폐쇄된 형태를 취하는 것 외에는 본체부용 블록과 동일한 구성을 가진다.Thus, the peripheral block has the same configuration as the block for the main body except that at least one of the four surfaces has a closed shape.

이때, 슬래브는 조립되었을 때 외측으로 향하는 주변부용 블록의 개구부를 폐쇄하도록 주변부용 블록으로부터 외측으로 연장하는 나사 부재에 의해 주변부용 블록에 결합된다.At this time, the slab is coupled to the peripheral block by a screw member extending outward from the peripheral block so as to close the opening of the peripheral block facing outward when assembled.

다음으로, 종래의 저류조 기술인 등록특허 제582121호는 우수 저류조에 관한 것으로 저류블록 및 상면블록을 포함한다. Next, Patent No. 582121, which is a conventional storage tank technology, relates to an excellent storage tank and includes a storage block and an upper block.

이때, 상기 저류블록은 육면체의 측면에 각각 개구부가 형성되도록 상면판과 저면판의 각 모서리에 기둥이 형성되고, 각 기둥의 상부 및 하부에 다수의 너트 안치홈이 형성되고, 상면판의 적어도 하나의 변에는 단차부가 형성되고, 저면판에는 기초면과 일체로 거동하도록 결합부가 형성된다. At this time, the storage block is formed in each corner of the top plate and the bottom plate so that the opening is formed on each side of the cube, a plurality of nut set grooves are formed on the top and bottom of each column, at least one of the top plate The stepped portion is formed on the side of the bottom plate, the coupling portion is formed to be integral with the base surface.

또한, 상면 블록은 사각형의 판형상을 갖고 끝단이 저류블록의 상면판 단차부에 안착되어 저류 블록의 상면판과 동일평면을 이룬다. In addition, the upper block has a rectangular plate shape and the end thereof is seated on the upper plate stepped portion of the storage block to be coplanar with the upper plate of the storage block.

여기서, 저류블록은 다수개가 일직선상으로 반복적으로 배열되고, 상면 블록은 다수개가 일직선상의 저류블록들 사이에 결합되어 저류 공간을 형성하도록 구성된다.Here, the plurality of storage blocks are repeatedly arranged in a straight line, and the upper surface block is configured such that a plurality of the storage blocks are coupled between the storage blocks in a straight line to form a storage space.

이러한 종래의 저류조는 간편한 시공 등 다른 기술적 장점들에도 불구하고, 등록특허 제485742호의 우수 저류조의 본체부용 블록과, 등록특허 제582121호의 우수 저류조의 저류블록의 형상은 상판과 하판이 기둥에 의해 일체로 형성된 육면체의 구조를 하고 있기 때문에, 블록 자체의 중량이 매우 커져서 운송에 매우 불리하고, 블록을 미리 제작해서 차량에 의해 운송할 경우 차량의 적재공간이 한정되어 있어 크기에 제약을 받아 해당 블록의 크기를 원하는 대로 늘릴 수 없다.This conventional storage tank, despite the other technical advantages such as easy construction, the shape of the main block of the excellent storage tank of Patent No. 485742, and the storage block of the excellent storage tank of Patent No. 582121 is integrated by the upper plate and the lower plate pillar. Due to the structure of the cube formed by the block, the weight of the block itself is very large, which is very disadvantageous for transportation, and when the block is manufactured in advance and transported by the vehicle, the loading space of the vehicle is limited, and the size of the block is restricted. You can't increase the size as you want.

또한, 이렇게 본체부용 블록과 저류블록을 상판과 하판이 기둥에 의해 일체로 형성된 육면체 형태로 제작할 경우, 블록을 콘크리트로 성형하기 위해 거푸집을 육면체의 형태로 제작해야 할 뿐만 아니라, 거푸집 내부에서 콘크리트를 경화하는데 시간이 오래 걸리게 되는 등 제작이 매우 번거롭고 불편하다.In addition, when the main block and the storage block is manufactured in the form of a cube formed by the upper plate and the lower plate integrally formed by the pillar, the formwork must be manufactured in the form of a cube in order to form the block into concrete, and concrete is formed inside the formwork. The production is very cumbersome and inconvenient, as it takes a long time to cure.

게다가, 육면체 형상을 한 본체부용 블록과 저류블록의 부피가 증가하여 그에 따른 중량(重量)도 증가할 경우, 우수 저류조를 조립하는 작업이 매우 번거롭고 불편하다.In addition, when the volume of the body block and the storage block having a hexahedron shape increases and the weight thereof increases, it is very cumbersome and inconvenient to assemble the rainwater storage tank.

예를 들어, 무거운 본체부용 블록과 저류블록이 시공위치에 정확히 배치되지 않으면, 크레인에 의해 육면체 구조인 본체부용 블록과 저류블록들의 위치를 정확하게 잡기 위해 반복하여 위치를 수정해야 한다. For example, if the heavy body block and the storage block are not correctly positioned at the construction position, the crane must be repeatedly modified to position the body block and the storage block with the hexahedral structure correctly.

또한, 본체부용 블록 및 주변부용 블록이 각각 기둥을 포함하고 있고 이들을 배열할 때 블록들의 기둥이 겹쳐서 불필요하게 두꺼운 기둥구조를 제공하게 되고, 기둥이 겹치면 저류조의 내부공간이 협소해져 시공 전후에 걸쳐 청소 및 내부 관리가 곤란해진다.In addition, the main body block and the peripheral block each include a pillar, and when arranging them, the pillars of the blocks overlap to provide an unnecessarily thick pillar structure, and when the pillars overlap, the internal space of the storage tank is narrowed to clean before and after construction. And internal management becomes difficult.

또한, 이러한 종래의 피씨기둥은 단순히 바닥콘크리트(기초)에 세워 시공함으로써, 천정 높이를 균일하게 맞추기 위해 별도의 조절구가 부재되어 시공상 적지 않은 어려움이 발생되어 온 실정이다.
In addition, such a conventional PC pillar is simply installed on the floor concrete (foundation), there is a situation that a lot of difficulties have been generated in the absence of a separate adjustment mechanism to uniformly match the ceiling height.

본 발명은 상술한 문제점을 해결하기 위한 것으로, 그 기술적 요지는 내측벽과 외측벽의 사이에 현장콘크리트가 타설되어 저류조의 벽체부를 구축함에 있어서, 상기 내측벽에는 외측벽과의 이격을 위한 메인지주부 및 보조지주부가 형성되되, 상기 메인 및 보조지주부는 내,외측벽과 함께 단면이 에이치 빔(H-BEAM) 구조로 이루어져 강력한 옹벽식 구조를 이루도록 하되, 상기 벽체부는 기초로부터 분기된 능형망가 현장콘크리트 내로 매입되어 일체화된 바닥부를 이루도록 함으로써, 저류조의 구조 강성이 크게 개선되도록 함은 물론 상기 벽체부는 내벽체의 실내측 벽체판에 시공 전후로 탈부착 가능하거나 영구 존치가 가능한 피씨 부축물이 결합되어 기초를 기준으로 벽체부의 시공시 전도(넘어짐)를 방지하거나, 작업자의 작업 편의성을 개선하는 것을 특징으로 하는 일체형 구조를 갖는 저류조용 벽체부 구축물 구조를 제공함에 그 목적이 있다.
The present invention is to solve the above-described problems, the technical gist of the construction of the concrete wall in the field concrete is poured between the inner wall and the outer wall, wherein the inner wall and the main holding portion for the separation from the outer wall and An auxiliary supporting part is formed, and the main and auxiliary supporting parts have an H-BEAM structure along with inner and outer walls to form a strong retaining wall structure, and the wall part is embedded into the ridged manganese field concrete branched from the base. In order to form an integrated bottom portion, the structural rigidity of the storage tank is greatly improved, as well as the wall part of the inner wall of the inner wall is combined with the PC support which can be detached or permanently retained before and after construction. To prevent falling during construction of parts or to improve worker's convenience To provide a quiet reservoir wall unit structures structure having an integral structure, it characterized in that there is a purpose.

이러한 목적을 달성하기 위해 본 발명은 내벽체(100)와 외벽체(200)의 사이에 현장콘크리트(300)가 타설되어 일체형 벽체부를 갖도록 형성되는 저류조용 벽체부 구축물 구조에 있어서, 상기 내벽체(100)는 벽체판(110)의 폭방향 일측 단부에 일방향으로 절곡되어 연장된 메인지주부(120)가 형성되되, 상기 메인지주부(120)는 벽체판(110)으로부터 꺽여진 모서리부에 결합턱(130)이 형성되고, 상기 메인지주부(120)와 대향되는 벽체판(110)의 폭방향 타측 단부에는 상기 결합턱(130)과 대응되는 형상으로 결합돌기(140)가 형성되어 이웃한 벽체판(100-1)과의 조립시 결합돌기(140)와 결합턱(130)이 서로 맞닿아 조립되도록 형성되며, 상기 외벽체(200)는 내벽체(100)의 메인지주부(120)의 외주면과 벽체패널(210)의 내주면이 맞닿으며 벽체판(110)과 벽체패널(210)이 서로 수평하도록 조립되되, 상기 조립된 벽체패널(210)에는 상기 메인지주부(120)와 맞닿은 위치에 결합볼트(220)가 관통되며 체결될 수 있도록 형성되고, 상기 내벽체(100)와 외벽체(200)의 사이 공간부(G)에는 현장콘크리트(300)가 타설되어 양생되도록 구성된다.In order to achieve the above object, the present invention provides a storage tank wall structure structure in which a site concrete 300 is placed between an inner wall 100 and an outer wall 200 to have an integral wall portion. The inner wall 100 ) Is formed in the widthwise one end portion of the wall plate 110 is bent in one direction to extend the main holding portion 120, the main holding portion 120 is coupled to the corner portion bent from the wall plate 110 130 is formed, the other end wall in the width direction of the wall plate 110 facing the main holding portion 120, the engaging projection 140 is formed in a shape corresponding to the engaging jaw 130 is adjacent to the wall When assembling with the plate 100-1, the coupling protrusion 140 and the coupling jaw 130 are formed to be in contact with each other, the outer wall 200 is the outer peripheral surface of the main holding portion 120 of the inner wall body 100 And the inner circumferential surface of the wall panel 210 abut and the wall plate 110 and the wall panel 210 are horizontal to each other. It is lip, but the assembled wall panel 210 is formed so that the coupling bolt 220 is penetrated and fastened to a position in contact with the main holding portion 120, the inner wall 100 and the outer wall 200 of the The inter-space portion G is configured so that the site concrete 300 is poured and cured.

이에, 상기 내벽체(100)의 벽체판(110) 면상에는 메인지주부(120)와 동일한 절곡, 연장구조의 보조지주부(150)가 더 형성되되, 상기 보조지주부(150)는 외벽체의 벽체패널(210)로부터 관통된 결합볼트(220)가 관통되어 조립될 수 있도록 하는 것이 바람직하다.Thus, the auxiliary holding portion 150 of the same bending and extension structure as the main holding portion 120 is further formed on the wall plate 110 surface of the inner wall 100, the auxiliary holding portion 150 of the outer wall It is preferable to allow the coupling bolt 220 penetrated from the wall panel 210 to be assembled therethrough.

또한, 상기 결합턱(130)과 결합돌기(140)가 맞닿은 내벽체의 조립부(J)에는 지수재(400)가 결합되어 방수를 도모하되, 상기 결합턱과 결합돌기가 맞닿은 벽체판 면상에는 체결볼트(500)가 관통되도록 형성되는 것이 바람직하다.In addition, the index member 400 is coupled to the assembly portion J of the inner wall body in which the coupling jaw 130 and the coupling protrusion 140 abut to achieve waterproofing, but on the surface of the wall plate where the coupling jaw and the coupling protrusion abut. It is preferable that the fastening bolt 500 is formed to pass therethrough.

이때, 상기 내벽체(100)가 연속되는 조립부(J)에 단면이 "T"자 형인 피씨 부축물(600)이 결합된 후 영구 존치되거나, 시공 후 제거될 수 있도록 형성되되, 상기 부축물(600)은 내벽체(100)의 벽체판(110)와 맞닿는 지지판(610)이 형성되고, 상기 지지판의 후방에는 보강판(620)이 결합되어 이루어진 것이 바람직하다.At this time, the inner wall body 100 is formed to be permanently maintained after being joined to the assembly portion (J) in which the cross-section is "T" shaped after being joined, or to be removed after construction, the auxiliary The support 600 is formed in contact with the wall plate 110 of the inner wall 100, the rear plate is preferably made of a reinforcing plate 620 is coupled.

아울러, 상기 저류조용 벽체부 구축물 구조는 내벽체(100)와 외벽체(200)의 사이 공간인 현장콘크리트(300) 하부에 기초로부터 연장되어 돌출된 사다리형상의 능형망(700)이 매입되어 벽체부와 바닥부의 일체화를 도모하도록 형성되는 것이 바람직하다.
In addition, the storage tank wall structure structure is a ladder-shaped ridge net 700 is extended to extend from the base under the field concrete 300, which is a space between the inner wall 100 and the outer wall 200 is embedded in the wall portion It is preferable that it is formed so as to integrate with the bottom.

이와 같이, 본 발명은 내측벽과 외측벽의 사이에 현장콘크리트가 타설되어 저류조의 벽체부를 구축함에 있어서, 상기 내측벽에는 외측벽과의 이격을 위한 메인지주부 및 보조지주부가 형성되되, 상기 메인 및 보조지주부는 내,외측벽과 함께 단면이 에이치 빔(H-BEAM) 구조로 이루어져 강력한 옹벽식 구조를 이루도록 하되, 상기 벽체부는 기초로부터 분기된 능형망가 현장콘크리트 내로 매입되어 일체화된 바닥부를 이루도록 함으로써, 저류조의 구조 강성이 크게 개선되도록 함은 물론 상기 벽체부는 내벽체의 실내측 벽체판에 시공 전후로 탈부착 가능하거나 영구 존치가 가능한 피씨 부축물이 결합되어 기초를 기준으로 벽체부의 시공시 전도(넘어짐)를 방지하거나, 작업자의 작업 편의성을 개선하는 효과가 있다.
As described above, the present invention constructs the wall portion of the storage tank by placing the site concrete between the inner wall and the outer wall, wherein the inner wall is provided with a main holding part and an auxiliary holding part for separating from the outer wall, the main and auxiliary parts. The strut part is made of H-BEAM structure along with the inner and outer walls to form a strong retaining wall structure. In addition, the structural rigidity is greatly improved, and the wall part is coupled to the indoor side wall plate of the inner wall to prevent the fall (falling) during the construction of the wall part by combining the PC support which is detachable or permanently exists before and after construction. This has the effect of improving the worker's convenience.

도 1은 본 발명에 따른 저류조용 벽체 구조물의 시공상태를 나타낸 사시도,
도 2는 도 1의 평면도,
도 3은 본 발명에 따른 벽체부와 바닥부가 결합된 상태를 나타낸 일측 단면도이다.1 is a perspective view showing a construction state of the storage tank wall structure according to the present invention,
Fig. 2 is a plan view of Fig. 1,
Figure 3 is a side cross-sectional view showing a state in which the wall portion and the bottom portion is coupled according to the present invention.

다음은 첨부된 도면을 참조하여 본 발명을 보다 상세히 설명하겠다.Next, the present invention will be described in more detail with reference to the accompanying drawings.

먼저 본 발명의 벽체 구축물 구조는 도 1 내지 도 3에 도시된 바와 같이, 내벽체(100)와 외벽체(200)의 사이에 현장콘크리트(300)가 타설되어 일체형 벽체부를 갖도록 형성되는 저류조용 벽체부 구축물 구조로 크게 구성된다.First, as shown in FIGS. 1 to 3, the wall construct structure of the present invention includes a storage concrete wall part in which a site concrete 300 is poured between the inner wall 100 and the outer wall 200 to have an integral wall part. It is largely composed of construct structure.

이때, 상기 내벽체(100)는 벽체판(110)의 폭방향 일측 단부에 일방향으로 절곡되어 연장된 메인지주부(120)가 형성되되, 상기 메인지주부(120)는 벽체판(110)으로부터 꺽여진 모서리부에 결합턱(130)이 형성되고, 상기 메인지주부(120)와 대향되는 벽체판(110)의 폭방향 타측 단부에는 상기 결합턱(130)과 대응되는 형상으로 결합돌기(140)가 형성되어 이웃한 벽체판(100-1)과의 조립시 결합돌기(140)와 결합턱(130)이 서로 맞닿아 조립되도록 형성된다.At this time, the inner wall body 100 is formed in the widthwise one end portion of the wall plate 110 is bent in one direction to extend the main holding portion 120 is formed, the main holding portion 120 from the wall plate 110 Coupling jaw 130 is formed in the bent corner portion, the width of the other end of the width direction of the wall plate 110 facing the main holding portion 120, the engaging projection 140 in a shape corresponding to the coupling jaw 130. ) Is formed so that the coupling protrusion 140 and the coupling jaw 130 are assembled to be in contact with each other when the neighboring wall plate (100-1).

또한, 상기 외벽체(200)는 내벽체(100)의 메인지주부(120)의 외주면과 벽체패널(210)의 내주면이 맞닿으며 벽체판(110)과 벽체패널(210)이 서로 수평하도록 조립되되, 상기 조립된 벽체패널(210)에는 상기 메인지주부(120)와 맞닿은 위치에 결합볼트(220)가 관통되며 체결될 수 있도록 형성되고, 상기 내벽체(100)와 외벽체(200)의 사이 공간부(G)에는 현장콘크리트(300)가 타설되어 양생되도록 구성된다.In addition, the outer wall 200, the outer circumferential surface of the main holding portion 120 of the inner wall 100 and the inner circumferential surface of the wall panel 210 abuts, the wall plate 110 and the wall panel 210 is assembled to be horizontal to each other. The coupling wall panel 210 is formed in the assembled wall panel 210 so as to be penetrated through the coupling bolt 220 at a position in contact with the main holding part 120, and a space between the inner wall 100 and the outer wall 200. Part G is configured to pour the site concrete 300 is cured.

이에, 상기 내벽체(100)의 벽체판(110) 면상에는 메인지주부(120)와 동일한 절곡, 연장구조의 보조지주부(150)가 더 형성되되, 상기 보조지주부(150)는 외벽체의 벽체패널(210)로부터 관통된 결합볼트(220)가 관통되어 조립될 수 있도록 하는 것이 바람직하다.Thus, the auxiliary holding portion 150 of the same bending and extension structure as the main holding portion 120 is further formed on the wall plate 110 surface of the inner wall 100, the auxiliary holding portion 150 of the outer wall It is preferable to allow the coupling bolt 220 penetrated from the wall panel 210 to be assembled therethrough.

또한, 상기 결합턱(130)과 결합돌기(140)가 맞닿은 내벽체의 조립부(J)에는 지수재(400)가 결합되어 방수를 도모하되, 상기 결합턱과 결합돌기가 맞닿은 벽체판 면상에는 체결볼트(500)가 관통되도록 형성되는 것이 바람직하다.In addition, the index member 400 is coupled to the assembly portion J of the inner wall body in which the coupling jaw 130 and the coupling protrusion 140 abut to achieve waterproofing, but on the surface of the wall plate where the coupling jaw and the coupling protrusion abut. It is preferable that the fastening bolt 500 is formed to pass therethrough.

이때, 상기 내벽체(100)가 연속되는 조립부(J)에 단면이 "T"자 형인 피씨 부축물(600)이 결합된 후 영구 존치되거나, 시공 후 제거될 수 있도록 형성되되, 상기 부축물(600)은 내벽체(100)의 벽체판(110)와 맞닿는 지지판(610)이 형성되고, 상기 지지판의 후방에는 보강판(620)이 결합되어 이루어진 것이 바람직하다.At this time, the inner wall body 100 is formed to be permanently maintained after being joined to the assembly portion (J) in which the cross-section is "T" shaped after being joined, or to be removed after construction, the auxiliary The support 600 is formed in contact with the wall plate 110 of the inner wall 100, the rear plate is preferably made of a reinforcing plate 620 is coupled.

아울러, 상기 저류조용 벽체부 구축물 구조는 내벽체(100)와 외벽체(200)의 사이 공간인 현장콘크리트(300) 하부에 기초로부터 연장되어 돌출된 사다리형상의 능형망(700)이 매입되어 벽체부와 바닥부의 일체화를 도모하도록 형성되는 것이 바람직하다.
In addition, the storage tank wall structure structure is a ladder-shaped ridge net 700 is extended to extend from the base under the field concrete 300, which is a space between the inner wall 100 and the outer wall 200 is embedded in the wall portion It is preferable that it is formed so as to integrate with the bottom.

본 발명은 상술한 특정의 바람직한 실시예에 한정되지 아니하며, 청구범위에서 청구하는 본 발명의 요지를 벗어남이 없이 당해 발명이 속하는 기술분야에서 통상의 지식을 가진 자라면 누구든지 다양한 변형실시가 가능한 것은 물론이고, 그와 같은 변경은 청구범위 기재의 범위 내에 있게 된다.
It will be understood by those skilled in the art that various changes in form and details may be made therein without departing from the spirit and scope of the invention as defined in the appended claims and their equivalents. Of course, such modifications are within the scope of the claims.

100 ... 내벽체 110 ... 벽체판
120 ... 메인지주부 130 ... 결합턱
140 ... 결합돌기 150 ... 보조지주부
200 ... 외벽체 210 ... 벽체패널
220 ... 결합볼트 300 ... 현장콘크리트
400 ... 지수재 500 ... 체결볼트
600 ... 부축물 610 ... 지지판
620 ... 보강판 700 ... 능형망100 ... inner wall 110 ... wallboard
120 ... main support 130 ...
140 ... engaging protrusion 150 ... auxiliary holding part
200 ... exterior walls 210 ... wall panels
220 ... Combined bolt 300 ... Field concrete
400 ... Index material 500 ... Fastening bolt
600 ... support 610 ... support plate
620 ... reinforcement plate 700 ... ridge

Claims (5)

내벽체(100)와 외벽체(200)의 사이에 현장콘크리트(300)가 타설되어 일체형 벽체부를 갖도록 형성되는 저류조용 벽체부 구축물 구조에 있어서,
상기 내벽체(100)는 벽체판(110)의 폭방향 일측 단부에 일방향으로 절곡되어 연장된 메인지주부(120)가 형성되되, 상기 메인지주부(120)는 벽체판(110)으로부터 꺽여진 모서리부에 결합턱(130)이 형성되고, 상기 메인지주부(120)와 대향되는 벽체판(110)의 폭방향 타측 단부에는 상기 결합턱(130)과 대응되는 형상으로 결합돌기(140)가 형성되어 이웃한 벽체판(100-1)과의 조립시 결합돌기(140)와 결합턱(130)이 서로 맞닿아 조립되도록 형성되며,
상기 외벽체(200)는 내벽체(100)의 메인지주부(120)의 외주면과 벽체패널(210)의 내주면이 맞닿으며 벽체판(110)과 벽체패널(210)이 서로 수평하도록 조립되되, 상기 조립된 벽체패널(210)에는 상기 메인지주부(120)와 맞닿은 위치에 결합볼트(220)가 관통되며 체결될 수 있도록 형성되고, 상기 내벽체(100)와 외벽체(200)의 사이 공간부(G)에는 현장콘크리트(300)가 타설되어 양생되도록 하는 것을 특징으로 하는 일체형 구조를 갖는 저류조용 벽체부 구축물 구조.In the storage tank wall structure structure formed in the field concrete 300 is formed between the inner wall 100 and the outer wall 200 to have an integral wall portion,
The inner wall 100 has a main holding portion 120 that is bent in one direction and extends at one end in the width direction of the wall plate 110, the main holding portion 120 is bent from the wall plate 110 Coupling jaw 130 is formed at the corner portion, and the coupling protrusion 140 is formed in the shape corresponding to the coupling jaw 130 at the other end portion in the width direction of the wall plate 110 opposite to the main holding part 120. Is formed to be assembled so that the coupling protrusion 140 and the coupling jaw 130 in contact with each other when assembled with the adjacent wall plate (100-1),
The outer wall 200 is the outer circumferential surface of the main holding unit 120 of the inner wall body 100 and the inner circumferential surface of the wall panel 210 abuts, the wall plate 110 and the wall panel 210 is assembled so as to be horizontal to each other, The assembled wall panel 210 is formed such that the coupling bolt 220 penetrates and is fastened to a position in contact with the main support 120, and a space between the inner wall 100 and the outer wall 200 ( G) The storage unit wall structure structure having an integrated structure, characterized in that the on-site concrete 300 is poured to cure. 제 1항에 있어서, 상기 내벽체(100)의 벽체판(110) 면상에는 메인지주부(120)와 동일한 절곡, 연장구조의 보조지주부(150)가 더 형성되되, 상기 보조지주부(150)는 외벽체의 벽체패널(210)로부터 관통된 결합볼트(220)가 관통되어 조립될 수 있도록 하는 것을 특징으로 하는 일체형 구조를 갖는 저류조용 벽체부 구축물 구조.According to claim 1, On the surface of the wall plate 110 of the inner wall 100, the auxiliary holding portion 150 of the same bending, extension structure and the same as the main holding portion 120 is further formed, the auxiliary holding portion 150 ) Is a storage tank wall structure structure having an integrated structure, characterized in that the coupling bolt 220 penetrated from the wall panel 210 of the outer wall to be assembled through. 제 2항에 있어서, 상기 결합턱(130)과 결합돌기(140)가 맞닿은 내벽체의 조립부(J)에는 지수재(400)가 결합되어 방수를 도모하되, 상기 결합턱과 결합돌기가 맞닿은 벽체판 면상에는 체결볼트(500)가 관통되도록 형성되는 것을 특징으로 하는 일체형 구조를 갖는 저류조용 벽체부 구축물 구조.According to claim 2, wherein the coupling member (J) of the inner wall body in which the engaging jaw 130 and the engaging projection 140 abuts the index member 400 is combined to achieve a waterproof, but the engaging jaw and the engaging projection abuts The wall structure structure for the storage tank having an integrated structure, characterized in that the fastening bolt 500 is formed to penetrate on the wall plate surface. 제 3항에 있어서, 상기 내벽체(100)가 연속되는 조립부(J)에 단면이 "T"자 형인 피씨 부축물(600)이 결합된 후 영구 존치되거나, 시공 후 제거될 수 있도록 형성되되, 상기 부축물(600)은 내벽체(100)의 벽체판(110)와 맞닿는 지지판(610)이 형성되고, 상기 지지판의 후방에는 보강판(620)이 결합되어 이루어진 것을 특징으로 하는 일체형 구조를 갖는 저류조용 벽체부 구축물 구조.According to claim 3, The inner wall 100 is formed so that it can be permanently maintained after being joined to the assembly portion (J) of the cross-section "T" shaped after being joined or removed after construction The support shaft 610 is formed to contact the wall plate 110 of the inner wall body 100, and an integral structure comprising a reinforcing plate 620 coupled to the rear side of the support plate. The wall part structure structure for having a storage tank. 제 4항에 있어서, 상기 저류조용 벽체부 구축물 구조는 내벽체(100)와 외벽체(200)의 사이 공간인 현장콘크리트(300) 하부에 기초로부터 연장되어 돌출된 사다리형상의 능형망(700)이 매입되어 벽체부와 바닥부의 일체화를 도모하도록 형성되는 것을 특징으로 하는 일체형 구조를 갖는 저류조용 벽체부 구축물 구조.
According to claim 4, wherein the storage wall structure structure for the storage tank is a ladder-shaped ridge network 700 protruding from the base of the field concrete 300, which is a space between the inner wall 100 and the outer wall 200 protruding from the base A storage tank wall structure structure having an integrated structure, which is formed so as to be integrated to form an integral part of the wall portion and the bottom portion.
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CN105484393A (en) * 2016-01-22 2016-04-13 龙岩市新罗区新耀建材有限公司 Cast-in-place foam concrete wall body structure without template removal
KR101933972B1 (en) 2017-10-31 2018-12-31 삼성중공업(주) Supporting apparatus
KR102026755B1 (en) 2018-12-04 2019-09-30 김성 Wall structure for rainwater storage tank and construction method thereof
KR102234513B1 (en) * 2020-09-16 2021-03-31 함창규 Block type reinforcement retaining wall structure and constructing method for the same
KR20220060709A (en) * 2020-11-05 2022-05-12 (주)대우건설 Double half pc wall for concrete wall

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Cited By (7)

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Publication number Priority date Publication date Assignee Title
CN105484393A (en) * 2016-01-22 2016-04-13 龙岩市新罗区新耀建材有限公司 Cast-in-place foam concrete wall body structure without template removal
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KR102026755B1 (en) 2018-12-04 2019-09-30 김성 Wall structure for rainwater storage tank and construction method thereof
KR102234513B1 (en) * 2020-09-16 2021-03-31 함창규 Block type reinforcement retaining wall structure and constructing method for the same
KR20220060709A (en) * 2020-11-05 2022-05-12 (주)대우건설 Double half pc wall for concrete wall
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