KR20090103308A - Method of 3-Storey 5-Car Column Free Plant Type Garage - Google Patents

Method of 3-Storey 5-Car Column Free Plant Type Garage

Info

Publication number
KR20090103308A
KR20090103308A KR1020080028834A KR20080028834A KR20090103308A KR 20090103308 A KR20090103308 A KR 20090103308A KR 1020080028834 A KR1020080028834 A KR 1020080028834A KR 20080028834 A KR20080028834 A KR 20080028834A KR 20090103308 A KR20090103308 A KR 20090103308A
Authority
KR
South Korea
Prior art keywords
parking
concrete
pillar
deck plate
column
Prior art date
Application number
KR1020080028834A
Other languages
Korean (ko)
Other versions
KR100947979B1 (en
Inventor
이창남
Original Assignee
이창남
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 이창남 filed Critical 이창남
Priority to KR1020080028834A priority Critical patent/KR100947979B1/en
Publication of KR20090103308A publication Critical patent/KR20090103308A/en
Application granted granted Critical
Publication of KR100947979B1 publication Critical patent/KR100947979B1/en

Links

Classifications

    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/30—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts being composed of two or more materials; Composite steel and concrete constructions
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
    • E04B5/40—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element with metal form-slabs
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E04C3/293—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/30—Columns; Pillars; Struts
    • E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/48—Supporting structures for shutterings or frames for floors or roofs

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (AREA)
  • Mechanical Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

PURPOSE: A method for construction of a parking place having third floors is provided to remove noise and vibration in parking, and to reduce manufacturing cost and time for the construction. CONSTITUTION: A method for construction of a parking place having third floors includes the following steps of: erecting a pillar on the top of a basement; reinforcing a location to a panel zone by welding a steel plate and an anchor bolt in the pillar; attaching each post to the pillar; installing a deck plate(D1); installing a wire mesh on the top of the deck plate and a steel wire; and filling concrete from the top of the deck plate; and installing an inner mold.

Description

기둥 간섭 없이 5대 주차가 가능한 3개층 공작물 주차장 공법{Method of 3-Storey 5-Car Column Free Plant Type Garage}Method of 3-storey 5-Car Column Free Plant Type Garage}

본 발명은 공작물로 분류되는 주차장 중에서 허용되는 지상 높이 8m 내에 주차장법에 맞춰 3단으로 주차하면서 주차장 평면 내에 폭 12m 마다 기둥을 세워 결과적으로는 법정 최소 주차 폭으로 5대씩 기둥 간섭 없이 주차할 수 있게 하는 공법이다.According to the present invention, while parking in three stages according to the parking lot method within the allowed 8m above ground level among the parking lot classified as a work piece, the pillars are built every 12m width in the parking lot plane, and consequently, the vehicle can be parked without the interference of 5 columns at the legal minimum parking width. It is a construction method.

국내 대부분 주차전용건물에서 기둥은 주차통로와 주차공간부의 사이에 기둥을 배열하여 경제성을 도모하고 있다. 즉 법정주차 통로 최소 폭 6m 좌우에 기둥을 세우고 그 후면에 주차공간을 마련함에 있어서 주차공간의 최소 폭 2.3m의 2, 3, 4배수로 기둥을 배치한다. 그러나 본 신청공법은 주차공간을 위 4배수에 한 대를 추가한 5배수로 하고, 주차통로 최소 폭 6m에 1m를 더한 7m 위치에 기둥을 배열하는 획기적 공법을 제공한다.In most domestic parking-only buildings, columns are arranged between the parking passage and the parking space to promote economic feasibility. In other words, the pillars should be placed on the left and right of the minimum width of 6m in the legal parking passage, and the pillars should be arranged in multiples of 2, 3, and 4 times the minimum width of the parking space at 2.3m. However, this application method provides a groundbreaking method of arranging columns at a 7m location with a minimum of 6m in width and a 1m width of the parking path, with the parking space being 5 times with one more than the above 4 times.

주차장법에서 주차통로와 주차공간의 최소 천장높이는 각각 2.3m와 2.1m로 규정하고 있다. 따라서 8m 높이의 공작물을 3등분한 2.66m 층고에 주차통로와 주차공간의 경제성을 부가할 수 있는 보의 최대 높이는 50cm로 한정된다. 이 때 보 단면 직상의 바닥판 최대두께는 6cm가 된다. 그러므로 본 발명에서는 지금까지 발명된 구조공법 중 가장 효율적인 TSC 보(높이50cm)를 배열하여 5대 주차 폭 12m를 확보하고, 이들 보 사이 7m, 4.5m 구간에는 별도 특허출원하는 전용 데크프레이트에 콘크리트를 타설하는 공법을 적용한다. 기둥은 폭이 좁아야 주차하기 편하므로 270mm 폭의 TSC를 사용한 CFT 기둥을 사용한다.According to the parking lot law, the minimum ceiling height of parking paths and parking spaces is 2.3m and 2.1m, respectively. Therefore, the maximum height of a beam that can add the economics of parking path and parking space to the 2.66m height divided into 8m workpieces is divided into 50cm. At this time, the maximum thickness of the bottom plate just above the beam cross-section is 6 cm. Therefore, in the present invention, by arranging the most efficient TSC beam (height 50cm) among the structural methods invented so far to secure five parking widths of 12m, and concrete between the 7m, 4.5m section between the beams to the dedicated deck plate Apply the casting method. The column should be narrow and easy to park, so use a CFT column with a 270mm wide TSC.

주차통로와 주차공간 사이는 기둥이 없는 것이 가장 바람직하나, 차선책으로 12m 간격(법정 주차대수 5대폭)마다 기둥을 세워서 높이제한 8m 내에 3개 층 주차장을 수용하는 것이 본 발명의 과제이다. 기둥과 보는 공장같은 느낌이 드는 H형강 대신 사각형 단면을 사용하고 자동차 이동시 금속성 소음이나 진동이 적은 콘크리트 바닥으로 한다. 시공시 현장운반, 조립하는 단위 구조부재의 길이와 중량을 줄여서 운반차량이나 양중기의 용량을 최소화하고, 공장제작 물량을 늘여서 현장 작업량이 적어지게 하는 것이 품질관리와 인건비 절감에 도움이 된다. 이를 통해 현장작업이 안전하며 공사의 질이 저하되지 않도록 한다.It is most preferable that there is no pillar between the parking passage and the parking space, but it is a problem of the present invention to accommodate a three-story parking lot within 8 meters of height limit by standing pillars at intervals of 12 m (the number of statutory parking spaces) as the next best way. The square section is used instead of the H-beam which feels like a pillar and a factory, and the concrete floor has less metallic noise or vibration when moving a car. It is helpful to reduce quality and labor cost by minimizing the capacity of transport vehicle or lifter by reducing the length and weight of unit structural member to be transported and assembled during construction. This ensures that site work is safe and the quality of construction is not degraded.

일반 철근콘크리트 구조나 H형강 합성구조는 높이 8m의 공작물에 3개 층 주차장을 수용하면서도 연속 5대의 차량을 기둥 간섭 없이 주차하는 경제적인 해결이 불가능하다. 따라서 주차통로와 주차공간사이에 배열할 수 있는 최대높이 50cm의 보(도 2의 G1, G2)로 TSC를 사용하고 주차통로의 폭은 법정 최소치가 6m이지만 7m로 확보하여 차량이동과 주차 시 기둥의 간섭을 최소화 한다. 주차통로의 최소 천장고가 2.3m이므로 12m마다 배열한 기둥(도 2의 C1, C2)을 잇는 보(도 2의 G3, G4)의 높이는 30cm로 하고, 나머지 주차통로와 주차공간에는 별도 특허출원하는 높이 20cm의 깊은 골 데크플레이트(도 3의 D1, D2)를 깔고 그 위와 골에 콘크리트를 타설하는 공법을 사용한다.The general reinforced concrete structure or the H-beam composite structure cannot afford economical solution to park three consecutive parking lots without pillar interference while accommodating a three-story parking lot on an 8-meter-high workpiece. Therefore, the TSC is used as a beam with a maximum height of 50 cm (G1 and G2 in Fig. 2) that can be arranged between the parking passage and the parking space. Minimize interference. Since the minimum ceiling height of the parking passage is 2.3m, the height of the beams (G3, G4 in Fig. 2) connecting the columns arranged every 12m (G1, G4 in Fig. 2) is 30cm, and the remaining parking passages and parking spaces are separately patented. A 20cm high goal deck plate (D1, D2 in Fig. 3) is laid and concrete is placed on and above the bone.

데크플레이트를 깔아도 바닥판의 최소두께를 확보하는 것이 내구성과 차음효과에도 도움이 되므로 예를들어 데크플레이트의 상단을 TSC 보 상단보다 2.5cm 낮게 설치하면 바닥두께 최소치가 7.5cm 확보된다(도 5). 주차통로 폭을 7m로 하고 주차공간을 4.5m로 설계하면 위 데크플레이트를 동일하게 적용할 경우 주차공간 바닥은 비경제적이 된다. 이는 휨모멘트가 바닥길이의 제곱에 비례하며 또한 주차통로의 법적 적재하중이 주차공간보다 크기 때문이다. 그러나 신규 제작하는 데크플레이트를 두 가지 종류로 하면 설비투자비의 부담이 커지게 되므로, 7m 구간은 데크플레이트 내에 철근을 추가한다(D1).Even if the deck plate is laid, securing the minimum thickness of the bottom plate also helps durability and sound insulation. For example, if the top of the deck plate is 2.5cm lower than the top of the TSC beam, the minimum thickness of the floor plate is 7.5cm (Fig. 5). . If the width of the parking passage is 7m and the parking space is designed to 4.5m, the floor space of the parking space becomes uneconomical if the deck plate is applied equally. This is because the bending moment is proportional to the square of the floor length and the legal loading load of the parking passage is larger than the parking space. However, if two types of deck plate is newly manufactured, the burden of facility investment cost increases, so the 7m section adds reinforcing bars to the deck plate (D1).

도 2에서 같은 12m길이의 보라고해도 주차통로 면에 있는 G1은 주차공간 바닥만 지지하는 G2에 비해 하중 부담이 크다. 따라서 G1은 강선으로 보강하여 외관상 같은 형상이 되도록 한다. 공사 도중 골조의 흔들림이나 변형을 제어하고 완공 후 바람, 지진 등 횡력 저항력을 확보하기 위하여 데크플레이트 설치 방향으로도 기둥 사이에 최소규격(높이 30cm)의 TSC 보(G3, G4)를 추가한다.Even in the same 12m length in Figure 2 G1 on the side of the parking path has a greater load burden than G2 supporting only the floor of the parking space. Therefore, G1 is reinforced with a steel wire so as to have the same shape in appearance. TSC beams (G3, G4) of minimum size (30cm in height) are added between the columns in the direction of deck plate installation to control the shaking or deformation of the frame during construction and to secure the lateral force resistance such as wind and earthquakes after completion.

높이 8m로 제한되는 공작물에 3개 층의 주차장을 설계함에 있어 주차통로와 주차공간 사이에 기둥을 12m마다 배치하여 5명의 운전자가 기둥 간섭 없이 쉽게 주차 및 출차를 할 수 있게 한다. 또한 소음 진동이 해소되고 미관상에도 지장이 없는 주차공작물이다.In designing a three-story parking lot on a workpiece limited to 8 meters in height, columns are placed every 12 meters between the parking passage and the parking space, allowing five drivers to park and unload easily without interference. It is also a parking work that eliminates noise and vibration and does not interfere with aesthetics.

도 1은 기둥 간섭 없이 5대 주차가 가능한 3개 층 공작물 주차장 공법의 주차장 평면도 및 단면도1 is a parking plan view and cross-sectional view of a three-story workpiece parking lot construction capable of five parkings without pillar interference.

도 2는 기둥 간섭 없이 5대 주차가 가능한 3개 층 공작물 주차장 공법의 주차장 골조 평면도 및 단면도2 is a plan view and cross-sectional view of a parking frame of a three-story workpiece parking lot construction capable of five parkings without pillar interference;

도 3은 바닥 높이 조절형 깊은골 데크플레이트Figure 3 floor height adjustable deep bone deck plate

도 4는 TSC 기둥과 TSC 보에 고리를 부착한 단면도4 is a cross-sectional view attached to the ring TSC pillar and TSC beam

도 5는 바닥높이 조절형 깊은골 데크플레이트 합성슬래브와 TSC 보의 접합부 단면도5 is a cross-sectional view of the joint of the height-adjustable deep bone deck plate composite slab and TSC beam

도 6은 H형강 합성보6 is H-beam composite beam

도 7은 슬림 플루어7 is a slim floor

도 8은 TU보8 is a TU beam

도 9는 보 높이 조절 H형강 합성보9 is beam height adjustment H-beam composite beam

도 10은 데크플레이트 단부 가공한 H형강 합성보10 is H-beam composite beam processed deck plate end

＜도면의 부호에 대한 간단한 설명＞<Brief description of the symbols in the drawings>

C1, C2 : TSC 기둥C1, C2: TSC pillar

G1, G2, G3, G4 : TSC 보G1, G2, G3, G4: TSC beam

D1, D2 : 바닥높이 조절형 깊은 골 데크플레이트(특허출원 중)D1, D2: deep height deck plate with adjustable floor height (patent pending)

S : 고리S: Ring

TSC : 강판을 성형한 영구거푸집 내부에 콘크리트를 부어 넣은 강합성부재로 보에 사용하면 합성보, 개구부를 막아 기둥으로 활용하면 합성기둥(CFT)이 되며 국내 현장에 다량 사용 중TSC: It is a steel composite member in which concrete is poured into the permanent formwork made of steel sheet.If it is used for beam, it is a composite beam.

CFT : Concrete Filled Tube로 강재상자형 내에 콘크리트를 채워 넣은 기둥.CFT: Column filled with concrete in a steel box with a Concrete Filled Tube.

공작물에 적용하는 철골구조의 보편적인 소재는 H형강이다. 그러나 H형강은 그 외형이 상하 수평 플랜지를 중앙에서 수직 웨브가 붙들어주는 것이므로 데크플레이트를 상부 플랜지에 얹어서 사용하는 일반 공법에서는 별 문제가 없으나 본 공작물에서와 같이 제한된 높이에서 보의 효율을 극대화하는 데는 무리가 있다. 즉 데크플레이트를 사용하는 바닥판 두께의 일부가 보의 상부 플랜지 밑으로 내려오게 하는 방법은 상부 플랜지 하부 웨브 부분에 별도의 날개를 달아 상부 플랜지 돌출 폭 보다 더 길게 돌출시켜야 하는 어려움이 있다(도 6 ∼10).The common material of steel structure applied to workpieces is H-beam. However, since the shape of the H-beams is held vertically by vertical webs at the top and bottom horizontal flanges, there is no problem in the general method where the deck plate is mounted on the upper flange, but it is not necessary to maximize the efficiency of the beam at the limited height as in this work piece. There is a group. That is, a method of causing a part of the thickness of the bottom plate using the deck plate to descend below the upper flange of the beam has a difficulty of protruding longer than the upper flange protrusion width by attaching a separate wing to the lower web portion of the upper flange (FIG. 6). To 10).

TSC 보는 이러한 문제점을 해결하기 용이한 구조이다. TSC 보는 단면 외관이 철근콘크리트 보와 같아서 좌우 웨브플레이트에 고리만 부착하면 상기 고리에 데크플레이트를 얹어서 바닥판을 조성할 수 있다. 또한 TSC 보는 일반 H형강 합성보에 비해 30% 정도의 경제성을 갖는다. TSC를 이용하여 8m 높이의 공작물에 3개 층의 주차장을 건설하기 위한 공사순서는 아래와 같다.The TSC beam is an easy structure to solve this problem. TSC beams have the same cross-sectional appearance as reinforced concrete beams, so that only the hooks are attached to the left and right webplates so that the deck plate can be placed on the hooks to form a bottom plate. In addition, TSC beams are 30% more economical than conventional H-beam composite beams. The construction procedure for building a three-story parking lot on an 8-meter-high workpiece using TSC is as follows.

1. 도 2와 같이 기초 상부에 C1, C2를 세운다. 8m 높이에 3개 층을 설치하기 위해 기둥 C1, C2는 500×270×9t인 TSC로 하며 각 층에 보를 부착하는 패널 존(Panel Zone) 내부에는 공장에서 앵커볼트를 사전 부착하고 TSC의 열린 부분에 강판을 부착하여 외관상 일자형을 이루게 한다(도 4). 기둥의 방향은 주차통로에 면하는 폭이 270mm가 되게 하여 주차공간 활용도를 극대화한다.1. Set C1, C2 on the top of the foundation as shown in FIG. Columns C1 and C2 are TSCs of 500 × 270 × 9t to install three floors at 8m height. Anchor bolts are pre-attached at the factory inside the panel zone where beams are attached to each floor. Attach the steel plate to form a straight in appearance (Fig. 4). The direction of the pillar is 270mm wide to face the parking passage to maximize the utilization of the parking space.

2. 각층 보 G1, G2, G3, G4를 C1, C2에 부착하고, 16m 폭 중 중앙부의 큰 보(G1)는 공장에서 강선으로 보강하여 제작한다(별도 특허출원중).2. The beams G1, G2, G3 and G4 of each layer are attached to C1 and C2, and the large beam G1 in the center of the 16m width is reinforced with steel wire at the factory and manufactured (separate patent pending).

3. G1, G2에 춤이 깊은 데크플레이트 D1, D2를 설치한다.3. Install deep deck plates D1 and D2 on G1 and G2.

4. 내력이 부족하면 데크플레이트 D1 하부에 철근을 배근한다(도 1).4. If the strength is insufficient, reinforce the reinforcing bar in the lower deck plate D1 (Fig. 1).

5. 데크플레이트 상부에 와이어메시를 설치한다.5. Install the wire mesh on the deck plate.

6. 2, 3층 바닥 콘크리트를 타설한다.6. Cast 2 or 3 floor concrete.

7. 1, 2층 기둥 콘크리트를 타설한 후 지붕바닥 및 3층 기둥 콘크리트를 타설하여 충전강관콘크리트(CFT)가 되도록 한다.7. After pouring the 1st and 2nd floor concrete, the roof floor and the 3rd floor concrete are poured to be filled steel pipe concrete (CFT).

8. 위 6, 7항 바닥 콘크리트 두께는 G1, G2 보 상부에서 5cm, 각층 D1, D2 상부에서 7.5cm가 된다.8. The thickness of the above 6 and 7 floor concrete shall be 5cm above the top of G1 and G2 beams and 7.5cm above the top of each floor D1 and D2.

9. D1은 콘크리트 타설 전 중앙에 가설 잭 서포트(Jack Support)를 준비하여 치올림을 주고, G1은 G2보다 조금 높게 부착하여 구조체 자체가 물매를 확보하게 한다.9. D1 prepares and raises the jack support in the center before placing concrete, and G1 attaches a little higher than G2 to make the structure itself secure.

Claims (1)

지상높이가 8m로 제한되는 3개 층의 공작물 주차장 구조물중, 폭 7m의 주차통로와 주차통로 좌·우는 각각 4.5m의 주차공간을 확보하여 총 16m 폭의 주차장 내부 주차통로와 주차공간 사이에는 12m 간격마다 기둥을 세워 차량 5대씩 기둥 간섭 없이 주차 할 수 있는 공작물 주차장공법에 있어서Of the three-floor workpiece parking lot structures with a ground height of 8m, a 7m wide parking passage and a 4.5m parking space on the left and right sides respectively secure 12m between the 16m wide parking path and the parking space. In the work place parking lot method, which can park 5 vehicles without pillar interference by setting up columns at intervals. (a) 기초 상부에 기둥을 세우고, 기둥은 상·하부 플랜지와 수직의 웨브 플레이트로 구성되며, 상부 플랜지가 안쪽으로 접혀 있는 폐쇄형의 TSC로된 CFT 기둥으로 하고;(a) the column is erected on top of the foundation, the column consisting of a web plate perpendicular to the upper and lower flanges, and a CFT column of closed TSC with the upper flange folded inward; (b) 기둥의 높이는 8m이고, 3개 층의 보가 붙는 위치에는 기둥 내부에 앵커볼트와 개방된 부분의 강판을 접합하여 패널 존으로 보강하고 일자형상을 이루도록 하는 단계;(b) the height of the column is 8m, the three steps of the beam is bonded to the anchor bolt and the steel plate of the open portion in the position of the column to the step of reinforcing the panel zone to form a straight shape; (c) 상기 단계에서 기둥의 방향은 주차통로에 면하는 폭이 270mm가 되게 하고 각층 보를 기둥에 부착하는 단계;(c) the step of the pillar in the step so that the width facing the parking passage is 270mm and attaching each beam to the pillar; (d) 12m 길이의 보는 50cm, 그 밖의 보는 30cm로 하고, 16m 폭 중 중앙부의 큰 보는 공장에서 중앙부를 강선으로 긴장하여 제작하는 단계;(d) making the 12m long beam 50cm, the other beam 30cm, and tensioning the center portion with a steel wire in a large beam factory in the middle of the 16m width; (d) 보에 깊은골 데크플레이트를 설치하고, 철근 배근 및 데크플레이트 상부에 와이어메시를 설치하는 단계;(d) installing a deep bone deck plate on the beam and installing a wire mesh on the reinforcement bar and the deck plate; (e) 바닥 콘크리트를 타설 시 기둥에도 콘크리트를 타설하여 충전강관콘크리트(CFT)가 되도록 하고, 콘크리트 두께는 보 상부는 5cm, 데크플레이트 상부에서 콘크리트 두께는 7.5cm가 되도록 콘크리를 타설하는 단계;(e) placing concrete on the pillars when placing floor concrete to be filled steel pipe concrete (CFT), and placing concrete so that the concrete thickness is 5 cm at the top of the beam and the concrete thickness is 7.5 cm at the top of the deck plate; (f) 콘크리트 타설 전 중앙에 가설 잭 서포트(Jack Support)를 준비하여 치올림을 주고, 12m 폭의 내측 보를 조금 높게 설치하여 구조체 자체가 물매를 확보하도록 하는 단계;(f) preparing and lifting a temporary jack support in the center before concrete placing, and installing a 12m wide inner beam a little higher so that the structure itself secures water; 를 포함하여 이루어지는 것을 특징으로 하는 기둥간섭 없이 5대 주차가 가능한 3개 층 공작물 주차장공법Three-floor workpiece parking lot that can be parked for five cars without pillar interference, characterized in that comprises a
KR1020080028834A 2008-03-28 2008-03-28 Method of 3-Storey 5-Car Column Free Plant Type Garage KR100947979B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020080028834A KR100947979B1 (en) 2008-03-28 2008-03-28 Method of 3-Storey 5-Car Column Free Plant Type Garage

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020080028834A KR100947979B1 (en) 2008-03-28 2008-03-28 Method of 3-Storey 5-Car Column Free Plant Type Garage

Publications (2)

Publication Number Publication Date
KR20090103308A true KR20090103308A (en) 2009-10-01
KR100947979B1 KR100947979B1 (en) 2010-03-18

Family

ID=41532861

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020080028834A KR100947979B1 (en) 2008-03-28 2008-03-28 Method of 3-Storey 5-Car Column Free Plant Type Garage

Country Status (1)

Country Link
KR (1) KR100947979B1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106930599A (en) * 2015-12-31 2017-07-07 王圣玉 The steel structure platform that steel structure platform frame unit and assembling build

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101998579B1 (en) 2017-04-27 2019-07-10 목포대학교 산학협력단 Steel Built Up Beam And Column-Beam Joint Construction Method Using Thereof

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100712354B1 (en) * 2005-08-24 2007-05-02 지에스건설 주식회사 PC Integrating Construction Method of an Underground Parking Lot and PC Column-Beam Joint System for Long Span PC Beam therein

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106930599A (en) * 2015-12-31 2017-07-07 王圣玉 The steel structure platform that steel structure platform frame unit and assembling build

Also Published As

Publication number Publication date
KR100947979B1 (en) 2010-03-18

Similar Documents

Publication Publication Date Title
KR100898283B1 (en) Steel-frame for SRC-frame that steel reinforcement is pre-assembled and Steel-frame structure execution method by using the steel-frame
KR101379305B1 (en) Wall structure manufacturing method using precast front wall panel and precast back wall panel
KR20120096605A (en) Bracket support type downward construction system and method
CN108005410A (en) A kind of assembled Residential System of Steel-concrete Composite Structure and its construction method
JP5405337B2 (en) Construction method of railway RC ramen structure viaduct
KR101169460B1 (en) Box girder inbased footing member to inner box and bridge construction method using the same
JP5496732B2 (en) Construction method for reinforced concrete buildings
KR101356245B1 (en) Parking apparatus using a long span beam
KR200414349Y1 (en) Connection structure of precast concrete structure
KR100947979B1 (en) Method of 3-Storey 5-Car Column Free Plant Type Garage
JP2915897B1 (en) Building construction method
KR101036177B1 (en) Method for constructing building using PRC integrating method
KR100694493B1 (en) Downward construction method capable of using bracket support type temporary structure as working table
WO2007131115A1 (en) Composite structural framing system and method of erection
KR20210113731A (en) 2-way precast pannel and structure construction method using the same
CN215167057U (en) Large-span huge underground workshop arch-type steel-concrete combined ceiling structure
CN113530243B (en) High-earthquake-resistance quick-installation steel structure floor bearing plate concrete multilayer synchronous pouring construction method
CN115467368A (en) Assembled retaining wall and construction method thereof
KR100588193B1 (en) Hybrid Structere System of Steel and Reinforced Concrete for Slim Floor System and Construction Method thereof
CN211007033U (en) Vertical wall is whole cast-in-place and prefabricated building structure of horizontal structure
KR100747665B1 (en) Concrete mold for slab and construction method of slab using the same
KR100837831B1 (en) Underground downward construction system
CN112746704A (en) Arch type steel-concrete combined ceiling structure of large-span giant underground workshop and construction method
KR102658475B1 (en) Precast pannel and structure construction method using the same
JP7368671B2 (en) Slab base structure before concrete pouring, reinforced concrete slab structure, construction method for slab base structure before concrete pouring, and construction method for reinforced concrete slab structure

Legal Events

Date Code Title Description
A201 Request for examination
E701 Decision to grant or registration of patent right
GRNT Written decision to grant
FPAY Annual fee payment

Payment date: 20130307

Year of fee payment: 4

FPAY Annual fee payment

Payment date: 20140305

Year of fee payment: 5

FPAY Annual fee payment

Payment date: 20150305

Year of fee payment: 6

LAPS Lapse due to unpaid annual fee