KR100629148B1 - Temporary facilities structure for basic work of construction - Google Patents
Temporary facilities structure for basic work of construction Download PDFInfo
- Publication number
- KR100629148B1 KR100629148B1 KR1020040018653A KR20040018653A KR100629148B1 KR 100629148 B1 KR100629148 B1 KR 100629148B1 KR 1020040018653 A KR1020040018653 A KR 1020040018653A KR 20040018653 A KR20040018653 A KR 20040018653A KR 100629148 B1 KR100629148 B1 KR 100629148B1
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- South Korea
- Prior art keywords
- earth
- panel
- temporary
- building
- construction
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- 238000010276 construction Methods 0.000 title claims abstract description 22
- 239000000789 fasteners Substances 0.000 claims abstract description 15
- 238000009434 installation Methods 0.000 claims abstract description 5
- 239000002689 soil Substances 0.000 abstract description 5
- 238000010586 diagrams Methods 0.000 description 4
- 238000009412 basement excavation Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 230000000903 blocking Effects 0.000 description 1
- 229910052571 earthenware Inorganic materials 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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Classifications
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- 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
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- 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
- E02D17/06—Foundation trenches ditches or narrow shafts
- E02D17/08—Bordering or stiffening the sides of ditches trenches or narrow shafts for foundations
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/15—Geometrical or physical properties including at least a hinge
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2220/00—Temporary installations or constructions
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- 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
Abstract
Description
도 1은 기존 건축물의 기초 공사용 가시설 토류벽을 나타내는 도면.BRIEF DESCRIPTION OF THE DRAWINGS The figure which shows the temporary wall of temporary construction for the foundation construction of an existing building.
도 2는 본 발명의 건축물의 기초 공사용 가시설 토류벽 패널의 사시도.2 is a perspective view of a temporary earth wall panel for foundation work of a building of the present invention.
도 3은 본 발명의 건축물의 기초 공사용 가시설 토류벽 패널의 분해 상태도.Figure 3 is an exploded state diagram of the temporary earth wall panel for the basic construction of the building of the present invention.
도 4는 본 발명의 건축물의 기초 공사용 가시설 토류벽 패널의 작동 상태도.Figure 4 is an operating state diagram of the temporary earth wall panel for foundation work of the building of the present invention.
< 도면의 주요 부분에 대한 부호의 설명 ><Description of Symbols for Main Parts of Drawings>
100: 에이치 파일 200,200',200": 토류벽 몸체100: H pile 200,200 ', 200 ": earth wall body
230: 경첩 260: 체결틀230: hinge 260: fastening frame
290: 후방 고정틀 300: 체결구290: rear fixing frame 300: fastener
600: 토류벽 패널 800: 흙막이용 가시설600: earth wall panel 800: temporary equipment
본 발명은 건축물의 기초 공사용 가시설 토류벽 패널에 관한 것으로서, 특히 흙막이용 토류벽 패널을 접힘식으로 구성하여 패널에 대한 해체시 체결구만 후방으로 밀어 패널 해체가 간단하도록 하고, 그로 인해 시공성 향상 및 지반의 안정성을 확보할 수 있도록 하는 건축물의 기초 공사용 가시설 토류벽 패널 설치 구조에 관한 것이다.The present invention relates to a temporary earth wall panel for a foundation construction of a building, and in particular, the earth wall panel for folding the earthquake is constructed by folding only the fastener to the rear when dismantling the panel to simplify the dismantling of the panel, thereby improving workability and ground stability It is about temporary facility earth wall panel setting structure for the foundation construction of building to enable to secure.
일반적으로 터파기 등과 같은 기초 공사를 하는 경우, 측면에 다수개의 에이치 파일을 설치하고, 그 에이치 파일의 사이에 직사각형 형태의 목재로 제작된 토류벽 패널을 설치하여 가시설 구조를 구성하게 된다.In general, in the case of foundation work, such as a trench, a plurality of H piles are installed on the side, and earth wall panels made of rectangular wood are installed between the H piles to form a temporary structure.
상기 가시설, 즉 토류벽은 '절토 및 성토의 측면을 지지하기 위한 벽'으로, 주변 지반의 붕괴를 방지함과 아울러, 지하 공사중 발생될 수 있는 붕괴 사고를 미연에 방지하기 위해 설치된다.The temporary facility, ie, the earth wall, is a wall for supporting the sides of the cut and fill, and is installed to prevent the collapse of the surrounding ground and to prevent the collapse of the ground.
도 1은 기존 건축물의 기초 공사용 가시설 토류벽을 나타내는 도면으로서, 기초 공사를 위해 에이치 파일(10)이 다수개 지반에 입설되고, 내부 터파기를 시행한 후 그 에이치 파일(10)의 사이에 다수개의 토류벽 패널(30)이 설치된다.1 is a view showing the temporary earth wall of the temporary construction of the existing building, a number of H pile (10) is installed in a plurality of grounds for the foundation work, after the internal trench is carried out a plurality of earth walls between the H pile (10) The panel 30 is installed.
상술한 구성에서 알 수 있는 바와 같이, 상기 에이치 파일(10)에 결합된 토류벽 패널(30)에 대한 해체 작업은, 하부 토류벽 패널(30)의 빗금친 부분에 대한 토사를 굴착하여 토류벽 패널(30)을 사선으로 외부로 빼내는 방법으로 해체하게 된다.As can be seen in the above-described configuration, the dismantling operation of the earth wall panel 30 coupled to the H pile 10, excavates the soil on the hatched portion of the lower earth wall panel 30 to excavate the earth wall panel 30. ) Is disassembled by pulling it outward with a diagonal line.
그러나, 상기 하부 토류벽 패널(30)이 설치된 지역의 지질이 사질 등으로 형성된 경우, 하부 굴착후 상부에서 흙이 밀려내려오는 문제점이 있어, 토류벽 패널(30)에 대한 해체 작업이 어려울뿐 만 아니라, 토류벽 패널을 해체한 경우 토목 공사를 한 그 측면의 지반이 침하되는 등 지반 붕괴의 위험을 내포하고 있는 실정이다.However, when the geology of the area where the lower earth wall panel 30 is installed is formed of sand, etc., there is a problem that the soil is pushed down from the upper part after the lower excavation, so that the dismantling work for the earth wall panel 30 is not only difficult, If the earth wall panel is dismantled, the ground on the side of the groundwork is subsided, which implies the risk of ground collapse.
특히, 상기 가시설에 대한 해체 작업에 따른 지반 붕괴로 인하여 매년 인명 및 재산 손실이 발생되고 있는 실정이다.In particular, due to the ground collapse due to the dismantling work for the temporary facility, the loss of life and property is generated every year.
본 발명은 상술한 문제점을 감안하여, 본 발명은, 흙막이용 토류벽 패널을 접힘식으로 구성하여 패널에 대한 해체 작업시 체결구만 후방으로 밀면 패널이 해체될 수 있도록 함으로, 시공성 향상 및 토사의 굴착이 없는 관계로 지반의 안정성 확보를 할 수 있도록 하여 인명 및 재산 손실을 방지할 수 있도록 하는 건축물의 기초 공사용 가시설 토류벽 패널 설치 구조를 제공함을 그 목적으로 한다.The present invention in view of the above problems, the present invention, by constructing the earth wall panel for earthquake folding type so that the panel can be dismantled only when the fastener is pushed to the rear during the dismantling work for the panel, the workability is improved and the excavation of earth and sand The purpose is to provide a temporary structure earth wall panel installation structure for the basic construction of a building that can ensure the stability of the ground without any loss of life and property.
본 발명은 상술한 목적 달성을 위해, 본 발명은, 에이치 파일과 토류벽 패널을 포함하는 건축물의 기초 공사용 가시설에 있어서, 상기 토류벽 패널(600)은 접힘 작동되도록 4개로 분절된 토류벽 몸체(200)(200')(200")의 전,후방에 각각 경첩(230)에 의해 중앙분절부분과 양측분절부분에서 연결됨과 아울러, 전방의 체결틀에 체결구가 결합되어 일자형 형태로 유지되며, 한편 상기 토류벽 패널이 다수개 에이치 파일의 사이에 설치되어 가시설 구조를 구성함을 특징으로 하는 건축물의 기초 공사용 가시설 토류벽 패널 설치 구조를 제공한다.The present invention, in order to achieve the above object, the present invention, in the temporary construction of the building including an H pile and the earth wall panel, the earth wall panel 600 is divided into four earth wall body 200 to be folded operation ( The front and rear of the 200 ') and 200 ", respectively, are connected at the center segment and both side segments by hinges 230, and the fastener is coupled to the front fastening frame to maintain a straight shape. Provided is a temporary earth wall panel installation structure for the basic construction of the building, characterized in that the panel is installed between a plurality of H pile to form a temporary structure.
이하, 첨부 도면을 참조하여 본 발명의 실시예를 설명한다.Hereinafter, embodiments of the present invention will be described with reference to the accompanying drawings.
도 2는 본 발명의 건축물의 기초 공사용 가시설 토류벽 패널의 사시도로서, 지반에는 다수개의 에이치 파일(100)이 입설되고 그 에이치 파일(100)의 사이에 지반의 붕괴를 방지하기 위한 흙막이용 가시설(800)이 설치된다.FIG. 2 is a perspective view of a temporary earth wall panel for temporary construction of a building according to the present invention, in which a plurality of H piles 100 are installed in the ground, and a temporary blocking facility 800 for preventing soil collapse between the H piles 100 is shown. ) Is installed.
도 3은 본 발명의 건축물의 기초 공사용 가시설 토류벽 패널의 분해 상태도 이고, 도 4는 본 발명의 건축물의 기초 공사용 가시설 토류벽 패널의 작동 상태도이다.3 is an exploded state diagram of the temporary earth wall panel for the basic construction of the building of the present invention, Figure 4 is an operational state diagram of the temporary earth wall panel for the basic construction of the building of the present invention.
상기 흙막이용 가시설(800)은, 토류벽 패널(600)을 구성하는 토류벽 몸체(200)(200')(200")의 전,후방에 각각 경첩(230)이 설치되어 상호 접힘 작동되록 결합되고, 토류벽 몸체(200)(200')에 체결틀(260)이 체결되어 체결구(300)에 의해 체결되어 고정되며, 토류벽 몸체(200)에 후방 고정틀(290)이 체결되어 체결구(300)를 해체시 일측을 고정하게 된다.The temporary walling device 800, the hinge 230 is installed in the front and rear of the earth wall body 200, 200 ', 200 "constituting the earth wall panel 600 is coupled to be mutually folded operation, The fastening frame 260 is fastened to the earth wall body 200 and 200 ′ and fastened and fastened by the fastener 300, and the rear fastening frame 290 is fastened to the earth wall body 200 to fasten the fastener 300. When dismantling one side is fixed
또한, 상기 흙막이용 가시설(800)은, 토류벽 몸체(200)(200')(200")의 상,하부에 각각 단턱부(210)가 형성되어 다수개가 설치되는 경우, 상호 견고하게 맞물림되게 된다.In addition, the temporary provisions 800 for earthquake, when the stepped portion 210 is formed in each of the upper and lower portions of the earth wall body 200, 200 ', 200 "is installed, it will be firmly engaged with each other. .
상기 토류벽 몸체(200)(200')(200")에는, 양측에 경첩(230) 2개가 사용되어 체결틀(260)에 체결구(300)가 체결되는 경우, 절곡되지 않도록 형성되는 한편, 상기 토류벽 몸체(200)(200')에는 그 사이에 경첩(230)이 형성되어 체결구(300)가 해체시 접철되는, 즉 접힘식 구조가 형성된다.When the fastener 300 is fastened to the fastening frame 260 by using two hinges 230 on both sides of the earth wall body 200, 200 ′, 200 ″, the bent, while the Hinges 230 are formed between the earth wall bodies 200 and 200 'so that the fastener 300 is folded when dismantled, that is, a folding structure is formed.
특히, 상기 흙막이용 가시설(800)은, 토류벽 몸체(200)(200')에 체결구(300)가 체결된 상태로, 에이치형 파일(100)에 다수개 설치된 상태에서 지하 구조물에 대한 기초 공사가 완료되면, 체결구(300)를 후방으로 밀어 체결틀(260)에서 해체하게 되고, 그로 인해 결합된 경첩(230)을 접힘 작업하여 해체를 완료하게 된다.In particular, the temporary walling facility 800, the foundation construction for the underground structure in a state in which a plurality of fasteners 300 are fastened to the earth wall body 200, 200 'is installed on the H-shaped pile 100 When is completed, the fastener 300 is pushed backward to dismantle from the fastening frame 260, thereby completing the dismantling by folding the hinge 230 coupled.
상술한 흙막이용 가시설(800)은, 종래와 같이, 일자형 형태로 토류벽 패널(600)을 형성하지 않고 접힘 작동되는 구조로 구성한 관계로, 설치 및 해체가 용이하여 시공성을 향상시킬 수 있게 된다.As described above, the temporary walling apparatus 800 is constructed as a structure that is folded and operated without forming the earth wall panel 600 in the form of a straight line, so that installation and dismantling can be easily performed to improve workability.
상술한 본 발명의 구성에 의한 효과를 설명한다.The effect by the structure of this invention mentioned above is demonstrated.
본 발명의 흙막이용 토류벽 패널은, 토류벽 몸체가 경첩에 의한 접힘 구조로 구성하여 패널에 대한 해체 작업시 체결틀에 결합된 체결구만 후방으로 밀면 패널이 해체될 수 있도록 함으로, 시공성 향상을 도모할 수 있고, 토사의 굴착이 없는 관계로 지반의 안정성 확보함으로 발생되던 인명 및 재산 손실을 방지할 수 있는 효과를 갖는다.Earth wall panel for earthenware according to the present invention, the earth wall body is configured by the folding structure by the hinge so that the panel can be dismantled only by pushing the fastener coupled to the fastening frame to the rear when dismantling work for the panel, thereby improving construction performance And because there is no excavation of soil, it has the effect of preventing the loss of life and property caused by securing the stability of the ground.
Claims (1)
- 에이치 파일과 토류벽 패널을 포함하는 건축물의 기초 공사용 가시설에 있어서, In temporary facility for foundation construction of building including H pile and earth wall panel,상기 토류벽 패널(600)은 접힘 작동되도록 4개로 분절된 토류벽 몸체(200)(200')(200")의 전,후방에 각각 경첩(230)에 의해 중앙분절부분과 좌우측분절부분에서 연결됨과 아울러, 중앙분절부분 전방 양측의 체결틀(260)에 바형상의 체결구(300)가 끼움결합되어 중앙분절부분이 일자형 형태로 유지되며, 상기 토류벽 패널(600)에는 토류벽 몸체(200)의 체결틀(260)이 설치된 일측면에 후방 고정틀(290)이 형성되되, 중앙분절부분 전방 양측의 체결틀(260)에 끼워진 체결구(300)의 일측단이 일측 체결틀(260)에서 이탈된 후 후방측으로의 이동을 멈추는 부분에 형성되고,The earth wall panel 600 is connected to the central segment and the left and right segment by hinges 230 at the front and rear of the four segmented earth wall bodies 200, 200 ′ and 200 ″ so that the earth wall panel 600 is folded. The bar-shaped fastener 300 is fitted to the fastening frame 260 on both sides of the front part of the central segment to maintain the central segment in a straight shape. The fastening frame of the earth wall body 200 is provided in the earth wall panel 600. The rear fixing frame 290 is formed on one side where the 260 is installed, and one side end of the fastener 300 fitted to the fastening frame 260 on both sides of the center segment part is separated from the one side fastening frame 260 and then rearward. It is formed in the part stopping movement to the side,한편 상기 토류벽 패널(600)이 다수개 에이치 파일(100)의 사이에 설치되어 가시설 구조를 구성함을 특징으로 하는 건축물의 기초 공사용 가시설 토류벽 패널 설치 구조.Meanwhile, the earth wall panel installation structure for foundation work of a building, wherein the earth wall panel 600 is installed between a plurality of H piles 100 to form a temporary structure.
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100763127B1 (en) | 2007-03-21 | 2007-10-04 | 가원이엔씨 주식회사 | Assembly cutoff pannel installation structure for composite type steel temporary construction |
KR100975764B1 (en) | 2010-01-11 | 2010-08-18 | 금강종합감리 주식회사 | The store install and retaining wall which the deactivation is easy |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100599245B1 (en) * | 2006-04-05 | 2006-07-13 | (주)원건축사사무소 | Apartment house foundation work drainage member structure |
KR100724781B1 (en) * | 2006-04-14 | 2007-06-11 | 동명공영건설(주) | A sheathing board |
KR102036499B1 (en) * | 2017-07-12 | 2019-10-28 | (주)새길이엔시 | Backfill structure using plate |
CN108277810B (en) * | 2018-02-01 | 2020-04-24 | 温州市东海建筑安装工程有限公司 | Building foundation pit supporting structure |
-
2004
- 2004-03-19 KR KR1020040018653A patent/KR100629148B1/en not_active IP Right Cessation
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100763127B1 (en) | 2007-03-21 | 2007-10-04 | 가원이엔씨 주식회사 | Assembly cutoff pannel installation structure for composite type steel temporary construction |
KR100975764B1 (en) | 2010-01-11 | 2010-08-18 | 금강종합감리 주식회사 | The store install and retaining wall which the deactivation is easy |
Also Published As
Publication number | Publication date |
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KR20050093348A (en) | 2005-09-23 |
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