KR20110005312U - Floating Facilities - Google Patents

Floating Facilities Download PDF

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Publication number
KR20110005312U
KR20110005312U KR2020090015138U KR20090015138U KR20110005312U KR 20110005312 U KR20110005312 U KR 20110005312U KR 2020090015138 U KR2020090015138 U KR 2020090015138U KR 20090015138 U KR20090015138 U KR 20090015138U KR 20110005312 U KR20110005312 U KR 20110005312U
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South Korea
Prior art keywords
building
water
support
ground
present
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KR2020090015138U
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Korean (ko)
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최원일
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최원일
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Priority to KR2020090015138U priority Critical patent/KR20110005312U/en
Publication of KR20110005312U publication Critical patent/KR20110005312U/en

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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B17/04—Equipment specially adapted for raising, lowering, or immobilising the working platform relative to the supporting construction
    • E02B17/08—Equipment specially adapted for raising, lowering, or immobilising the working platform relative to the supporting construction for raising or lowering
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B17/04—Equipment specially adapted for raising, lowering, or immobilising the working platform relative to the supporting construction
    • E02B17/06—Equipment specially adapted for raising, lowering, or immobilising the working platform relative to the supporting construction for immobilising, e.g. using wedges or clamping rings
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/52—Submerged foundations, i.e. submerged in open water
    • 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
    • E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
    • E04H1/12—Small buildings or other erections for limited occupation, erected in the open air or arranged in buildings, e.g. kiosks, waiting shelters for bus stops or for filling stations, roofs for railway platforms, watchmen's huts or dressing cubicles
    • E04H1/125—Small buildings, arranged in other buildings
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B2017/0039—Methods for placing the offshore structure
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B2017/0056—Platforms with supporting legs

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Revetment (AREA)

Abstract

본 고안은 부양건물에 관한 것으로서, 하천의 수위 상승에 따라 지면으로부터 부양가능하도록 한 부양건물에 관한 것이다. The present invention relates to a flotation building, and relates to a flotation building that can be supported from the ground according to an increase in the level of the river.

본 고안은 지면(10)으로부터 설치되는 건물(20)이 물에 의해 부양되도록 한 것으로서, 상기 건물(20)의 둘레면을 따라 절첩식으로 구성되는 부양구조체(30)가 하나 이상 결합되어 물(W)의 수위에 따라 건물(20)이 지면(10)으로부터 부양될때 신장되도록 되며, 상기 부양구조체(30)는 중공형이면서 인출되어 길이가 연장되었을때 걸리도록 각각 걸림턱(31a)(32a)(33a)이 형성되면서 건물(20)과 지면(10)에 각각 고정되는 지지부재(31)(32)(33)로 이루어진 구조이다.The present invention is to ensure that the building 20 is installed from the ground 10 is supported by water, one or more buoyancy structure 30 is configured to be folded along the circumferential surface of the building 20 is combined with water ( According to the water level of W), the building 20 is elongated when it is lifted from the ground 10, and the support structure 30 is hollow and drawn so as to be caught when the length is extended, respectively, the engaging jaws 31a and 32a. While forming (33a) is a structure consisting of support members 31, 32, 33 fixed to the building 20 and the ground 10, respectively.

이러한 구조를 가지는 본 고안은 강변에 설치되어 사용되는 건물에 있어서, 간단한 구조를 통해 하천의 범람으로 물이 침입하는 경우에 자연스럽게 건물이 부양구조체에 의해 부양되어 건물안으로 물이 침범하는 겻을 방지할 수 있고, 다시 물이 빠지는 경우, 자동적으로 건물이 하강되어 원래의 위치로 복귀되어 사용될 수 있는 효과가 있다. The present invention having such a structure is a building installed in the riverside, when the water invades the flooding of the river through a simple structure, the building is naturally buoyed by the support structure to prevent the water invasion into the building. And, if the water is drained again, there is an effect that the building can be automatically lowered and returned to its original position can be used.

강변, 부양, 건물, 절첩식, 자동, 침범, 유실, 방지, 실린더  Riverside, flotation, building, folding, auto, invasion, loss, prevention, cylinder

Description

부양건물{Floating Facilities}Floating Facilities {Floating Facilities}

본 고안은 부양건물에 관한 것으로서, 더욱 상세하게는 하천의 수위 상승에 따라 지면으로부터 부양가능하도록 한 부양건물에 관한 것이다. The present invention relates to a flotation building, and more particularly, to a flotation building that can be supported from the ground in accordance with a rise in the level of the river.

일반적으로, 생태하천, 유원지, 강변지역에 설치되는 각종 상가, 화장실, 주차관리실 등의 건물은 하천의 수위 상승에 의해 유실 및 침수될 가능성이 많아서, 근래에는 하천의 수위 상승에 의해 건물이 유실 및 침수되는 것을 방지하기 위해서, 건물의 하부에 이동용 바퀴를 구비하여 하천의 수위가 상승하여 강변지역으로 범람하는 경우, 건물을 침수되지 않는 지역으로 이동시키고 있는 실정이다. In general, buildings such as ecological rivers, amusement parks, riversides, and other shopping malls, toilets, and parking management rooms are likely to be lost or flooded due to river level rise. In order to prevent the flooding, the wheels are provided in the lower part of the building so that when the water level of the river rises and floods the riverside area, the building is moved to the non-immersion area.

그런데, 이러한 종래의 이동용 바퀴가 장착된 건물은 하천이 범람할때 마다 건물을 침수되지 않는 지역으로 이동시킨 다음, 물이 빠지면, 다시 건물을 원래의 위치로 이동시키는 작업을 해야 하므로, 이동작업이 매우 번거로운 문제점이 있었다. However, such a building equipped with a conventional wheel for movement has to move the building to the non-immersion area whenever the river is flooded, and then, when the water is drained, it is necessary to move the building back to its original position, so the movement work is There was a very troublesome problem.

이에 본 고안은 상기와 같은 종래의 배경기술에서의 문제점을 해결하기 위해 고안된 것으로서, 본 고안의 해결하고자 하는 과제는, 강변지역의 해당위치에 설치,고정한 상태에서 하천의 범람으로 수위가 상승하더라도 이에 대응하여 설치위치에서 그대로 부양가능하도록 함으로써, 건물의 유실 및 침수를 방지할 수 있도록 한 것이다. The present invention is designed to solve the problems of the conventional background as described above, the problem to be solved of the present invention, even if the water level rises due to the flooding of the river in a fixed state, installed in the corresponding location of the riverside area Correspondingly, it is possible to prevent the loss and inundation of the building by allowing it to be supported as it is in the installation position.

상기와 같은 과제를 달성하기 위한 본 고안은, 지면으로부터 설치되는 건물이 물에 의해 부양되도록 한 것으로서, 상기 건물의 둘레면을 따라 절첩식으로 구성되는 부양구조체가 하나 이상 결합되어 물의 수위에 따라 건물이 지면으로부터 부양될때 신장되도록 되며, The present invention for achieving the above object, the building is installed from the ground to be supported by the water, one or more buoyant structure is configured to be folded along the circumferential surface of the building is combined according to the water level of the building When it is raised from the ground,

상기 부양구조체는 중공형이면서 인출되어 길이가 연장되었을때 걸리도록 각각 걸림턱이 형성되면서 건물과 지면에 각각 고정되는 지지부재로 이루어진 부양건물이 제공된다. The support structure is hollow and withdrawn and is provided with a support building consisting of a support member fixed to the building and the ground, respectively, while the locking jaw is formed so as to take when the length is extended.

또한, 상기 삽입되는 지지부재에는 상기 걸림턱으로부터 간격을 두고 걸림턱이 형성되면서 삽입되었을때 공실부가 형성된 구조를 가진다. In addition, the inserted support member has a structure in which the vacancy is formed when the locking jaw is inserted while being formed at intervals from the locking jaw.

또한, 상기 삽입되는 지지부재에는 각각 보강 걸림부가 형성된 구조이다. In addition, each of the supporting members to be inserted is a structure formed with a reinforcing locking portion.

또한, 상기 지지부재의 측면에는 각각 통공이 형성된 구조를 가진다. In addition, each side of the support member has a structure in which a through hole is formed.

또한, 상기 부양구조체를 이루는 지지부재의 내부에 실린더를 구비하여 건물을 부양시킬 수 있도록 된 것이다. In addition, it is to be able to support the building by having a cylinder inside the support member constituting the support structure.

이와 같이, 본 고안은 강변에 설치되어 사용되는 건물에 있어서, 간단한 구조를 통해 하천의 범람으로 물이 침입하는 경우에 자연스럽게 건물이 부양구조체에 의해 부양되어 건물안으로 물이 침범하는 겻을 방지할 수 있고, 다시 물이 빠지는 경우, 자동적으로 건물이 하강되어 원래의 위치로 복귀되어 사용될 수 있는 효과가 있다. As such, the present invention is a building installed and used in the riverside, when the water intrudes through the flooding of the river through a simple structure, the building is naturally supported by the support structure to prevent the water invasion into the building. And, if the water is drained again, there is an effect that the building can be automatically lowered to return to the original position can be used.

이하, 본 고안의 바람직한 실시예를 첨부된 예시도면에 의거 상세하게 설명한다. Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings.

도 1a는 본 고안의 부양건물을 도시한 정면도이고, 도 1b는 물이 침범하여 건물이 부양되는 모습을 도시한 도면이다. Figure 1a is a front view showing a dependent building of the present invention, Figure 1b is a view showing a state in which the building is buoyed by water invasion.

도면에 도시된 바와 같이, 본 고안은 지면(10)으로부터 설치되는 건물(20)에 있어서, 이 건물(20)의 둘레면을 따라 하나 이상의 부양구조체(30)가 결합되어 물(W)의 수위에 따라 건물(20)이 지면(10)으로부터 부양되도록 한 것이다. As shown in the figure, the present invention in the building 20 is installed from the ground 10, the one or more support structures 30 are coupled along the circumferential surface of the building 20, the water level of the water (W) According to the building 20 is to be lifted from the ground (10).

상기 건물(20)은 예를 들어 화장실, 편의점, 관리사무소 등 여러가지 시설물 등이 될 수 있으며, 본 실시예에서는 화장실을 예로 들어 설명한다. The building 20 may be, for example, various facilities such as a restroom, a convenience store, a management office, and the like.

상기 부양구조체(30)는 절첩식으로 구성되는데, 도 2에 도시된 바와 같이, 건물(20)의 각 둘레면에 절첩가능하도록(안테나식) 중공형이면서 복수의 지지부재(31)(32)(33)가 결합되어 있는 구조이다. The support structure 30 is configured to be folded, as shown in Figure 2, to be foldable (antenna type) to each circumferential surface of the building 20, the plurality of support members (31, 32) (33) is combined.

상기 지지부재(31)(32)(33)는 도 4에 도시된 바와 같이, 인출되어 길이가 연장되었을때, 걸리도록 각각 걸림턱(31a)(32a)(33a)이 형성된 구조를 가진다. 이 걸림턱(31a)(32a)(33a)은 지지부재(31)(32)(33)의 둘레면을 따라 형성된다. As shown in FIG. 4, the supporting members 31, 32, 33 have a structure in which the locking jaws 31a, 32a, 33a are formed so as to be caught when the length of the supporting members 31, 32, 33 is extended. The locking jaws 31a, 32a, 33a are formed along the circumferential surfaces of the support members 31, 32, 33.

또한, 삽입되는 상기 지지부재(32)(33)의 둘레면에는 상기 걸림턱(32a)(33a)으로부터 간격을 두고 걸림턱(32b)(33b)이 형성되어 삽입되었을때, 공실부(32c)(33c)가 형성된 구조를 가진다. In addition, when the locking jaw (32b) 33b is formed and inserted into the circumferential surface of the support members 32, 33 to be inserted at intervals from the locking jaw (32a) 33a, the vacancy portion (32c) It has a structure in which 33c is formed.

또한, 본 고안은 도 5에 도시된 바와 같이, 다른 예로서, 상기 공실부(32c)(33c)없이 보강 걸림부(31e)(32e)가 형성된 구조를 가진다.In addition, the present invention has a structure in which, as another example, the reinforcing locking portions 31e and 32e are formed without the vacancy portions 32c and 33c.

또한, 상기 지지부재(31)(32)(33)의 측면에는 각각 통공(31b)(32d)(33d)이 형성된 구조를 가진다. In addition, the side surfaces of the support members 31, 32, 33 have a structure in which through holes 31b, 32d, 33d are formed, respectively.

또한, 가장 안쪽에 구비되는 지지부재(33)는, 지면(10)에 플레이트(40)를 대고 볼트와 같은 체결부재(50)로 고정한 구조를 가진다. 상기 플레이트(40)의 아래 부분에 해당하는 지면(10)에는 콘크리트재로 기초부를 이루어서 체결부재(50)가 고정되도록 할 수 있다. In addition, the innermost supporting member 33 has a structure in which the plate 40 is fixed to the ground 10 with a fastening member 50 such as a bolt. The ground 10 corresponding to the lower portion of the plate 40 may be made of concrete to form the foundation so that the fastening member 50 may be fixed.

한편, 본 고안은 상기 부양구조체(30)를 구성하는 지지부재(31)(32)(33)는 원통형으로 형성되는데, 가장 큰 직경을 가지는 지지부재(31)가 상부에 위치하도록 배치하고, 그 안으로 순차적으로 직경이 큰 순서로 지지부재(32)(33)를 삽입한 구 조를 가진다.On the other hand, the present invention is the support member 31, 32, 33 constituting the support structure 30 is formed in a cylindrical shape, the support member 31 having the largest diameter is disposed so as to be located on the upper, It has a structure in which the support members 32, 33 are inserted in order of diameter in order.

만일, 상기 지지부재(31)(32)(33)의 배치상태와 반대로 배치하는 경우, 다시 말해서, 가장 작은 직경을 가지는 지지부재(33)가 최상부에 위치하고, 가장 큰 직경을 가지는 지지부재(31)가 최하부에 위치하는 경우, 가장 작은 직경을 가지는 지지부재(33)가 건물(20)에 결합되어야 하기때문에, 지지부재(33)가 지지부재(32)안으로 삽입될 수 없게 되므로, 본 실시예에서와 같이 배치되는 것이 바람직하다. In the case where the support members 31, 32 and 33 are arranged in the opposite state, that is, the support member 33 having the smallest diameter is positioned at the top and the support member 31 having the largest diameter is present. Is located at the bottom, since the support member 33 having the smallest diameter must be coupled to the building 20, the support member 33 cannot be inserted into the support member 32. It is preferably arranged as in.

한편, 본 고안은 도 6에 도시된 바와 같이, 상기 부양구조체(30)를 이루는 지지부재(31)(32)(33)의 내부에 실린더(60)(유압, 공압, 수압 등)를 구비하여 강제적으로 부양되도록 할 수 있다. On the other hand, the subject innovation is provided with a cylinder 60 (hydraulic, pneumatic, hydraulic pressure, etc.) inside the support members 31, 32, 33 forming the support structure 30, as shown in FIG. It can be forced to support.

상기 실린더(60)의 작동은, 예를 들어 유압인 경우, 유압이 공급되는 라인(호스 등)이 지지부재(31)의 외부로부터 안쪽으로 연결되어 유압이 공급되도록 한다. The operation of the cylinder 60 is, for example, in the case of hydraulic pressure, such that a line (hose or the like) to which hydraulic pressure is supplied is connected inward from the outside of the support member 31 so that the hydraulic pressure is supplied.

도면중 미설명 부호 21은 계단이다. In the figure, reference numeral 21 is a staircase.

이러한 구성을 가지는 본 고안은 도 3a 내지 도 3c에 도시된 바와 같이, 강변에 설치,고정되어 사용하다가, 예를 들어 여름철에 하천의 범람으로 설치된 건물(20)까지 물(W)이 침범하는 경우, 물(W)이 건물(20)의 하부로부터 상승할때, 건물(20)의 둘레면에 부양구조체(30)가 마련되어 있어 건물(20)이 자동적으로 부양된다. The present invention having such a configuration is shown in Figures 3a to 3c, when installed, fixed and used at the riverside, for example, when water (W) invades the building 20 installed by flooding of the river in summer When the water (W) rises from the bottom of the building 20, the support structure 30 is provided on the circumferential surface of the building 20, the building 20 is automatically supported.

다시 말해서, 건물(20) 자체는 지면(10)에 고정되어 있지 않고, 건물(20)의 둘레면에 부양구조체(30)만이 지면(10)에 고정되어 있으므로, 물이 차오름에 따라 제일 안쪽에 배치된 지지부재(33)가 지지부재(32)의 안으로부터 인출되어 길이가 연장되고, 물이 계속해서 차오르면, 지지부재(31)안의 지지부재(32)가 인출되어 길이가 연장된다. In other words, the building 20 itself is not fixed to the ground 10, and only the support structure 30 is fixed to the ground 10 on the circumferential surface of the building 20, so that the water is located on the innermost side as it rises. The arranged support member 33 is drawn out from the inside of the support member 32 to extend its length, and when water continues to rise, the support member 32 in the support member 31 is drawn out to extend its length.

따라서, 물(W)의 수위에 따라 부양구조체(30)의 길이가 늘어나므로, 건물(20) 자체는 물이 침범하지 않게 되어 온전한 상태를 유지할 수 있는 것이다.Therefore, since the length of the support structure 30 increases in accordance with the water level of the water (W), the building 20 itself is to maintain the intact state that the water does not invade.

다시 차오른 물(W)이 빠지는 경우, 건물(20)의 하중에 따라 부양구조체(30)의 길이가 줄어들면서 건물(20)은 자연스럽게 하강하여 최종적으로 지면(10)에 닿게 된다. When the filled water (W) falls again, the length of the support structure 30 is reduced according to the load of the building 20, the building 20 is naturally lowered and finally touches the ground (10).

또한, 본 고안은 물(W)이 차오른 다음, 다시 배수되어 건물(20)이 하강하는 경우, 부양구조체(30)의 각 지지부재(31)(32)(33)에는 통공(31b)(32d)(33d)이 형성되어 있어, 내부에 공기가 차거나 또는 물(W)이 빠지지 않아서 압력이 형성되어 늘어난 길이가 줄어드는데 지장을 주지 않고 물(W)의 배수에 비례하여 원활하게 수축될 수 있다. In addition, the present invention, if the water (W) is filled up, then drained again to the building 20, the support members 31, 32, 33 of the support structure 30 through holes 31b, 32d (33d) is formed, it is possible to smoothly shrink in proportion to the drainage of the water (W) without disturbing the increase in the length is formed by the pressure is formed due to the air is not filled or the water (W) does not fall out .

또한, 본 고안은 도 4에 도시된 바와 같이, 부양구조체(30)의 각 지지부재(31)(32)(33)에는 공실부(32c)(33c)가 형성되어 있어 공실부(32c)에는 공기층이, 공실부(33c)에는 물이 유입되어서 접촉면적이 많아지게 되므로, 보강역할을 하게 되어 바람 등에 의해 외력이 작용하는 경우에도, 쉽게 흔들려서 분리되거나 또는 파손되는 현상을 방지할 수 있다. In addition, the present invention, as shown in Figure 4, each support member 31, 32, 33 of the support structure 30 is formed in the vacancy (32c, 33c) is formed in the vacancy (32c) Since the air layer enters the vacancy portion 33c and the contact area is increased, the air layer plays a role of reinforcement, and even when an external force is acted on by the wind or the like, it can be easily shaken to separate or break.

또한, 본 고안은 도 5에 도시된 바와 같이, 다른 예로서, 보강걸림부(31e)(32e)가 형성되어 걸림이 이루어지도록 되어 있어 바람과 같은 외력에 의해 흔들리게 되는 경우, 보강 걸림부(31e)(32e)에 의해 접촉하는 면적이 커져서 그 만큼 견고한 결합상태를 유지하여 외력에 의해 분리되거나 하는 등의 현상을 방지할 수 있다. In addition, the present invention, as shown in Figure 5, as another example, the reinforcement catching portion (31e) (32e) is formed so that the catch is made to be shaken by an external force such as wind, reinforcing catching portion ( The area contacted by 31e) and 32e becomes large, so that a strong coupling state can be maintained to prevent the phenomenon such as being separated by external force.

본 고안은 편의상 첨부된 예시도면에 의거 본 고안의 실시예를 설명하였지만, 이에 국한되지 않고 본 고안의 기술적 사상의 범주내에서 여러가지 변형 및 수정이 가능하고, 이러한 변형 및 수정은 등록청구범위내에 포함됨은 자명한 사실이다. Although the present invention has been described for the embodiments of the present invention based on the accompanying drawings for convenience, various modifications and changes are possible within the scope of the technical idea of the present invention, and such variations and modifications are included within the scope of registration. Is a self-explanatory fact.

도 1a는 본 고안의 부양건물을 나타낸 정면도이다.Figure 1a is a front view showing a dependent building of the present invention.

도 1b는 도 1의 상태에서 부양건물에 결합된 부양구조체의 길이가 늘어남에 따라 건물이 부양하는 모습을 도시한 도면이다. FIG. 1B is a view showing a building supporting as the length of the supporting structure coupled to the supporting building in the state of FIG. 1 increases. FIG.

도 2는 본 고안의 부양구조체의 배치상태를 도시한 평면도이다. Figure 2 is a plan view showing an arrangement of the support structure of the present invention.

도 3a는 본 고안의 부양구조체가 건물에 설치된 모습을 도시한 결합 단면도이다. Figure 3a is a cross-sectional view showing a state in which the support structure of the present invention is installed in the building.

도 3b는 도 3a의 상태에서 부양구조체가 길이가 연장되어 건물이 부양하는 모습을 도시한 도면이다. Figure 3b is a view showing a state in which the building is supported by the length of the support structure is extended in the state of Figure 3a.

도 3c는 도 3b의 상태에서 물 수위가 최대가 되었을때를 가정하여 부양구조체의 길이가 연장되어 건물이 부양된 모습을 도시한 도면이다. FIG. 3C is a view illustrating a building being supported by extending the length of the support structure on the assumption that the water level becomes the maximum in the state of FIG. 3B.

도 4는 도 3c의 A부 확대 단면도이다. 4 is an enlarged cross-sectional view of portion A of FIG. 3C.

도 5는 본 고안의 다른 실시예를 도시한 확대 단면도이다. 5 is an enlarged cross-sectional view showing another embodiment of the present invention.

도 6은 본 고안의 따른 부양구조체 내부에 실린더가 구비된 모습을 도시한 도면이다. 6 is a view showing a state that the cylinder is provided inside the support structure according to the present invention.

[도면의 부호설명][Code Description in Drawings]

W : 물W: water

10 : 지면10: ground

20 : 건물20: building

30 : 부양구조체30: floating structure

31,32,33 : 지지부재31,32,33: support member

31a,32a,33a,32b,33b : 걸림턱31a, 32a, 33a, 32b, 33b: locking jaw

31b,32d,33d : 통공31b, 32d, 33d

31e,32e : 보강걸림부31e, 32e: Reinforcement catching part

32c,33c : 공실부32c, 33c: Vacancy Department

40 : 플레이트40: plate

50 : 체결부재50: fastening member

60 : 실린더 60: cylinder

Claims (5)

지면(10)으로부터 설치되는 건물(20)이 물에 의해 부양되도록 한 것으로서, As the building 20 installed from the ground 10 is supported by water, 상기 건물(20)의 둘레면을 따라 절첩식으로 구성되는 부양구조체(30)가 하나 이상 결합되어 물(W)의 수위에 따라 건물(20)이 지면(10)으로부터 부양될때 신장되도록 되며, One or more buoyancy structures 30 that are foldable along the circumferential surface of the building 20 are combined to extend when the building 20 is buoyed from the ground 10 according to the water level of the water (W), 상기 부양구조체(30)는 중공형이면서 인출되어 길이가 연장되었을때 걸리도록 각각 걸림턱(31a)(32a)(33a)이 형성되면서 건물(20)과 지면(10)에 각각 고정되는 지지부재(31)(32)(33)로 이루어진 것을 특징으로 하는 부양건물.The support structure 30 is hollow and pulled out so that each of the locking jaws 31a, 32a, 33a is formed so as to be caught when the support member is fixed to the building 20 and the ground 10, respectively. 31) (32) (33) characterized in that the building consisting of. 청구항 1에 있어서,The method according to claim 1, 삽입되는 지지부재(32)(33)에는 상기 걸림턱(32a)(33a)으로부터 간격을 두고 걸림턱(32b)(33b)이 형성되면서 삽입되었을때 공실부(32c)(33c)가 형성된 구조를 가지는 것을 특징으로 하는 부양건물. The support members 32 and 33 to be inserted have a structure in which the vacancy portions 32c and 33c are formed when the locking jaws 32b and 33b are formed while being spaced apart from the locking jaws 32a and 33a. Flotation building characterized in that it has. 청구항 1에 있어서, The method according to claim 1, 삽입되는 지지부재(32)(33)에는 각각 보강 걸림부(31e)(32e)이 형성된 것을 특징으로 하는 부양건물. The supporting member 32, 33 is inserted into the supporting building, characterized in that each of the reinforcing locking portions (31e) (32e) is formed. 청구항 1에 있어서, The method according to claim 1, 상기 지지부재(31)(32)(33)의 측면에는 각각 통공(31b)(32d)(33d)이 형성된 것을 특징으로 하는 부양건물. Floating buildings, characterized in that the through holes 31b, 32d, 33d are formed on the side surfaces of the support members 31, 32, 33, respectively. 청구항 1에 있어서,The method according to claim 1, 상기 부양구조체(30)를 이루는 지지부재(31)(32)(33)의 내부에 실린더(60)를 구비하여 건물(20)을 부양시킬 수 있도록 된 것을 특징으로 하는 부양건물.A support building comprising a cylinder (60) inside the support member (31) (32) (33) forming the support structure (30) to support the building (20).
KR2020090015138U 2009-11-23 2009-11-23 Floating Facilities KR20110005312U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101442048B1 (en) * 2013-11-01 2014-10-27 양병준 Collapsible multi-joint deployment of the hose, and the device is installed on the device type buoyancy outdoor toilet

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101442048B1 (en) * 2013-11-01 2014-10-27 양병준 Collapsible multi-joint deployment of the hose, and the device is installed on the device type buoyancy outdoor toilet

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