KR20090092920A - Support base and this construction technique for block fence - Google Patents
Support base and this construction technique for block fenceInfo
- Publication number
- KR20090092920A KR20090092920A KR1020080018159A KR20080018159A KR20090092920A KR 20090092920 A KR20090092920 A KR 20090092920A KR 1020080018159 A KR1020080018159 A KR 1020080018159A KR 20080018159 A KR20080018159 A KR 20080018159A KR 20090092920 A KR20090092920 A KR 20090092920A
- Authority
- KR
- South Korea
- Prior art keywords
- block fence
- support member
- block
- fence
- steel
- Prior art date
Links
- 238000010276 construction Methods 0.000 title claims abstract description 17
- 238000000034 method Methods 0.000 title claims 10
- 229910000831 Steel Inorganic materials 0.000 claims description 27
- 239000010959 steel Substances 0.000 claims description 27
- 238000009415 formwork Methods 0.000 claims description 14
- 238000005246 galvanizing Methods 0.000 claims description 2
- 230000003014 reinforcing effect Effects 0.000 claims description 2
- 238000005266 casting Methods 0.000 abstract 1
- 238000009434 installation Methods 0.000 description 2
- 244000025254 Cannabis sativa Species 0.000 description 1
- 229910001335 Galvanized steel Inorganic materials 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 239000008397 galvanized steel Substances 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
Classifications
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- 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
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
- E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
- E04H17/20—Posts therefor
- E04H17/22—Anchoring means therefor, e.g. specially-shaped parts entering the ground; Struts or the like
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/01—Flat foundations
- E02D27/013—Shuttering specially adapted therefor
-
- 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
- E02D27/42—Foundations for poles, masts or chimneys
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/388—Separate connecting elements
-
- 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
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
- E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
- E04H17/1404—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts using building blocks, e.g. from concrete or stone
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/10—Miscellaneous comprising sensor means
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Fencing (AREA)
Abstract
Description
본 발명은 블록담장용 지주 및 이의 시공방법에 관한 것이다.The present invention relates to a block fence strut and a construction method thereof.
일반적으로 블록담장은 도 1에 도시된 바와 같이, 집터 등의 경계선에 설치되는 연속된 벽으로서, 틈새가 적고, 출입을 막을 것을 주목적으로 하며, 부수적으로 차단된 통풍을 회복하거나 내구력(내진·내화·내후), 공간의 확보 등으로 경제성을 고려하여 그 목적과 용도에 알맞게 담을 구축한다.In general, as shown in FIG. 1, a block fence is a continuous wall installed at a boundary line such as a home site, and has a small gap, and mainly aims to prevent entry and exit. · We will build a wall appropriate for its purpose and purpose in consideration of economic feasibility by weathering) and securing space.
상기한 바와 같은 종래의 블록담장은 그 설치위치가 일반 도심지나 평지인 경우에는 별다른 문제가 없이 담으로서의 기능을 수행하나, 해안가나 산악지역 등의 건축물에 설치된 경우에는 빈번하고 강한 해풍 및 육풍의 영향권 내에 있어서, 이러한 해풍 및 육풍의 영향으로 인하여 블록담장이 전도되는 현상이 빈번하게 발생되는 문제가 있다.The conventional block fence as described above performs as a wall without any problem when the installation location is a general urban area or flat land, but when installed in buildings such as coastal or mountainous areas, the area of influence of frequent and strong sea and wind In the inside, there is a problem that the phenomenon of the block fence is frequently generated due to the influence of the sea and the wind.
이에, 본 발명은 상기한 바와 같은 제문제점을 해결하기 위해 안출된 것으로서, 블록담장에 지주를 설치하여, 블록담장의 지지력을 확보할 수 있도록 한 블록담장용 지주 및 이의 시공방법을 제공하는데 그 목적이 있다.Accordingly, the present invention has been made in order to solve the problems described above, by providing a support for the block fence, to provide a support for the block fence and the construction method thereof to ensure the support of the block fence. There is this.
상기한 목적을 달성하기 위한 본 발명에 따른 블록담장용 지주는 블록담장에 있어서, 상기 블록담장의 배면에 고정 설치되는 지지부재와; 상기 블록담장으로부터 일정한 간격 이격된 상태로 지반에 설치되는 기초부재와; 상기 지지부재와 기초부재를 상호 연결시키는 연결부재로 구성됨을 특징으로 한다.Block fence support according to the present invention for achieving the above object in the block fence, the support member is fixed to the back of the block fence; A base member installed on the ground at a predetermined distance from the block fence; Characterized in that it consists of a connecting member for interconnecting the support member and the base member.
또한, 상기한 목적을 달성하기 위한 본 발명에 따른 블록담장용 지주 시공방법은 블록담장을 형성하는 단계; 상기 블록담장으로부터 일정한 간격 이격된 지반을 소정의 깊이로 굴착하여 트렌치를 형성하는 단계; 상기 트렌치에 거푸집을 설치하고, 상기 거푸집에 콘크리트를 타설 및 양생하여 기초부재를 형성하는 단계; 상기 블록담장의 배면의 소정의 위치에 지지부재를 설치하는 단계; 상기 기초부재와 지지부재를 연결부재로 상호 연결하는 단계로 이루어짐을 특징으로 한다. In addition, the block construction holding construction method according to the present invention for achieving the above object comprises the steps of forming a block fence; Excavating the ground spaced apart from the block fence by a predetermined depth to form a trench; Installing formwork in the trench, and placing and curing concrete in the formwork to form a foundation member; Installing a support member at a predetermined position on a rear surface of the block fence; Characterized in that the step consisting of connecting the base member and the support member with a connecting member.
이상에서 설명한 바와 같이, 본 발명에 따른 블록담장용 지주 및 이의 시공방법은 블록담장에 지지부재와 기초부재 및 연결부재를 설치함으로써, 강풍에 의한 블록담장의 전도에 대한 지지력을 확보할 수 있는 장점이 있다.As described above, the block fence strut and the construction method thereof according to the present invention have an advantage of securing a support force for conduction of the block fence by strong wind by installing the supporting member, the base member and the connecting member on the block fence. There is this.
도 1은 종래의 블록담장을 도시한 정면도,1 is a front view showing a conventional block fence,
도 2는 본 발명에 따른 블록담장용 지주를 도시한 사시도,Figure 2 is a perspective view of the support for the block fence according to the present invention,
도 3은 본 발명에 따른 블록담장용 지주의 거푸집을 도시한 사시도,Figure 3 is a perspective view showing the formwork of the block fence struts according to the present invention,
도 4(a) 내지 4(d)는 본 발명에 따른 블록담장용 지주를 설치하는 공정을 도시한 예시도.Figure 4 (a) to 4 (d) is an exemplary view showing a step of installing a block fence strut in accordance with the present invention.
-도면의 주요부분에 대한 부호의 설명-Explanation of symbols on the main parts of the drawing
10: 지지부재 12: 수평각관부재10: support member 12: horizontal tube member
14: 수직각관부재 16: 경사각관부재14: vertical angle tube member 16: inclined angle tube member
20: 기초부재 22: 거푸집20: base member 22: formwork
24: 철근 26: 돌출봉24: rebar 26: protrusion bar
30: 연결부재 32: 턴버클30: connecting member 32: turnbuckle
F: 블록담장 G: 지반F: Block fence G: Ground
S: 블록담장용 지주 T: 트렌치S: Block fence prop T: Trench
이하, 본 발명을 첨부한 예시도면을 참조하여 상세히 설명한다.Hereinafter, with reference to the accompanying drawings, the present invention will be described in detail.
도 2는 본 발명에 따른 블록담장용 지주를 도시한 사시도이며, 도 3은 본 발명에 따른 블록담장용 지주의 거푸집을 도시한 사시도이다.Figure 2 is a perspective view showing a block fence supporter according to the present invention, Figure 3 is a perspective view showing the formwork of the block fence supporter according to the present invention.
이들 도면에 도시된 바와 같이, 본 발명에 따른 블록담장용 지주(S)는 블록담장(F)에 있어서, 상기 블록담장(F)의 배면에 고정 설치되는 지지부재(10)와; 상기 블록담장(F)으로부터 일정간격 이격된 상태로 지반(G)에 설치되는 기초부재(20)와; 상기 지지부재(10)와 기초부재(20)를 상호 연결시키는 연결부재(30)로 구성된다.As shown in these drawings, the block fence strut (S) according to the present invention in the block fence (F), the support member 10 is fixedly installed on the back of the block fence (F); A base member 20 installed on the ground G in a state spaced apart from the block fence F by a predetermined distance; It consists of a connecting member 30 for connecting the support member 10 and the base member 20.
즉, 본 발명에 따른 블록담장용 지주(S)는 지지부재(10)와 기초부재(20) 및 연결부재(30)가 유기적으로 결합되어 이루어진 구조이다.That is, the block fence strut S according to the present invention has a structure in which the support member 10, the base member 20, and the connection member 30 are organically coupled.
여기서, 지지부재(10)는 블록담장(F)의 하단부를 따라 수평하게 배치되는 수평각관강재(12)과; 상기 수평각관강재(12)으로부터 일정한 간격을 두고 수직으로 용접 설치되는 수직각관강재(14)과; 상기 수직각관강재(14)의 상단부에 내측으로 일정한 경사를 이루도록 용접 설치되는 경사각관강재(16)으로 구성된다.Here, the support member 10 includes a horizontal angle steel tube 12 which is horizontally disposed along the lower end of the block fence (F); A vertical angle tube steel 14 welded vertically at regular intervals from the horizontal angle tube steel 12; It consists of an inclined angle tube steel 16 which is welded to form a constant inward in the upper end portion of the vertical angle tube steel (14).
특히, 상기 지지부재(10)는 내부식성이 강한 용융아연도금이 피복된 각관강재(0.1m X 0.1m X 4.5t X 2.7m)를 사용하되, 구조 검토를 통하여 단면을 설정하여 블록담장(F)의 지지력을 확보토록 한다.In particular, the support member 10 is used for the steel tube coated with hot-dip galvanized steel (0.1m X 0.1m X 4.5t X 2.7m) strong corrosion resistance, but by setting the cross-section through the structural inspection fence fence (F ) To ensure support.
한편, 상기 기초부재(20)는 일정한 크기 및 강도를 갖는 콘크리트 구조체로 구성하되, 하부폭이 상부폭보다 크게 하여 안정성을 유지토록 한다.On the other hand, the base member 20 is composed of a concrete structure having a certain size and strength, the lower width is larger than the upper width to maintain stability.
상기 연결부재(30)는 사각봉 또는 턴버클(32)로 구성된다.The connecting member 30 is composed of a square rod or turnbuckles (32).
여기서, 상기 사각봉은 지지부재(10)와 블록담장의 지지력 증대를 위하여 지지부재(10)의 수직각관강재(14)에 0.37m X 0.15m X 4t의 용융아연도금 사각봉을 2열로 볼트 또는 용접 설치한다.Here, the square bar is a bolt or welded in two rows of hot-dip galvanized square bar of 0.37m X 0.15m X 4t to the vertical angle steel plate 14 of the support member 10 to increase the support force of the support member 10 and the block fence Install.
또한, 상기 턴버클(32)은 가운데 부분을 돌림에 따라 턴버클(32)의 단부가 늘어났다 줄어들었다 하는 공구로서 블록담장(F)이 지지부재(10)에 의해서 지탱이 되어있는 상태에서 블록담장(F)과 지지부재(10)가 같이 해풍에 의해 밀릴 경우를 대비하여 수시로 턴버클(32)을 조정하여 지지부재(10)의 밀림을 방지하는 기능을 한다.In addition, the turnbuckle 32 is a tool that the end of the turnbuckle 32 is increased and decreased as the center portion is turned, the block fence (F) is supported by the support member 10 block fence (F) ) And the support member 10 to prevent the rolling of the support member 10 by adjusting the turnbuckle 32 from time to time in case of being pushed by the sea.
상기한 바와 같은 구성으로 이루어진 본 발명에 따른 블록담장용 지주(S)의 시공에 대해서 설명한다.The construction of the block fence strut (S) according to the present invention having the configuration as described above will be described.
도 4(a) 내지 도 4(d)는 본 발명에 따른 블록담장용 지주(S)가 설치된 상태를 도시한 예시도이다.4 (a) to 4 (d) is an exemplary view showing a state in which the block fence support (S) according to the present invention is installed.
이들 도면에 도시된 바와 같이, 본 발명에 따른 블록담장용 지주 시공방법은 블록담장(F)을 형성하는 단계; 상기 블록담장(F)으로부터 일정한 간격 이격된 지반(G)을 소정의 깊이로 굴착하여 트렌치(T)를 형성하는 단계; 상기 트렌치(T)에 거푸집(22)을 설치하고, 상기 거푸집(22)에 콘크리트(28)를 타설 및 양생하여 기초부재(20)를 형성하는 단계; 상기 블록담장(F)의 배면의 소정의 위치에 지지부재(10)를 설치하는 단계; 상기 기초부재(20)와 지지부재(10)를 연결부재(30)로 상호 연결하는 단계로 이루어진다.As shown in these drawings, the block fence holding construction method according to the present invention comprises the steps of forming a block fence (F); Digging a ground (G) spaced from the block fence (F) by a predetermined depth to form a trench (T); Installing a formwork (22) in the trench (T) and placing and curing concrete (28) in the formwork (22) to form a foundation member (20); Installing a support member (10) at a predetermined position on a rear surface of the block fence (F); Comprising the step of connecting the base member 20 and the support member 10 to the connection member 30.
여기서, 상기 지지부재(10)는 블록담장(F)의 하단부를 따라 수평하게 배치되는 수평각관강재(12)과; 상기 수평각관강재(12)으로부터 일정한 간격을 두고 수직으로 용접 설치되는 수직각관강재(14)과; 상기 수직각관강재(14)의 상단부에 내측으로 일정한 경사를 이루도록 용접 설치되는 경사각관강재(16)으로 구성된다.Here, the support member 10 includes a horizontal angle steel tube 12 disposed horizontally along the lower end of the block fence (F); A vertical angle tube steel 14 welded vertically at regular intervals from the horizontal angle tube steel 12; It consists of an inclined angle tube steel 16 which is welded to form a constant inward in the upper end portion of the vertical angle tube steel (14).
또한, 상기 지지부재(10)는 표면을 용융아연도금으로 피복한다.The support member 10 also covers the surface with hot dip galvanizing.
그리고, 상기 거푸집(22)은 하부가 505mm, 상부가 405mm, 깊이가 550mm인 구조체로, 전체적으로 상협하광의 단면 형상으로 이루어지며, 내측에 철근(24)이 종횡으로 연결됨과 동시에 가운데 부분에 돌출봉(26)이 형성된다.In addition, the formwork 22 is a structure having a lower portion of 505mm, an upper portion of 405mm, and a depth of 550mm. The formwork 22 has a cross-sectional shape of upper and lower light beams. 26 is formed.
또한, 상기 연결부재(30)는 턴버클(32) 또는 사각봉으로 이루어진다.In addition, the connection member 30 is made of a turnbuckle 32 or a square bar.
그리고, 상기 턴버클(32)의 길이를 조정하여 지지부재(10)의 밀림을 방지한다.The length of the turnbuckle 32 is adjusted to prevent the support member 10 from being pushed.
즉, 본 발명에 따른 블록담장용 지주 시공방법은 기존의 블록담장(F)이 시공된 상태에서 상기 블록담장(F)으로부터 일정한 간격 이격된 지반(G)을 줄기초 형식으로 일정한 깊이로 굴착하여 트렌치(T)를 형성하고, 상기 트렌치(T)에 기초부재(20)의 설치를 위해 전체적으로 상협하광의 단면 형상으로 이루어지며, 내측에 철근(24)이 종횡으로 연결됨과 동시에 가운데 부분에 돌출봉(26)이 형성된 거푸집(22)을 설치하고, 상기 거푸집(22)에 콘크리트(28)를 타설하여 기초부재(20)를 형성하는 한편, 상기 블록담장(F)의 하단부를 따라 수평각관강재(12)을 배치하고, 상기 수평각관강재(12)에 수평방향으로 일정한 간격을 두고 수직으로 수직각관강재(14)을 용접 설치하고, 상기 수직각관강재(14)에 경사각관강재(16)을 용접으로 배치하여 지지부재(10)를 형성한 후, 상기 지지부재(10)에 턴버클(32) 또는 사각봉로 이루어지는 연결부재(30)를 고정 설치한 후 상기 지지부재(10)의 전도를 방지하기 위해서, 상기 턴버클(32)의 길이를 조정하여 블록담장(F)의 전도를 방지한다.That is, according to the present invention, the block fence support construction method according to the present invention excavates the ground (G) spaced at a predetermined interval from the block fence (F) in a state in which the existing block fence (F) is installed to a certain depth in the form of a stem grass. Forming the trench (T), and the cross-sectional shape of the upper and lower light as a whole for the installation of the base member 20 in the trench (T), the reinforcing bar 24 is vertically and horizontally connected to the inside and at the same time protruding rod Forming the formwork (22) having the 26 formed, and placing the concrete 28 on the formwork (22) to form the foundation member 20, while the horizontal angle of steel pipe along the lower end of the block fence (F) ( 12), the vertical angular tubular steel 14 is vertically welded to the horizontal angular corrugated steel 12 at regular intervals in a horizontal direction, and the inclined angular corrugated steel 16 is welded to the vertical angular corrugated steel 14. After forming the support member 10 by placing it in the In order to prevent the conduction of the support member 10 after fixedly installing the connecting member 30 made of a turnbuckle 32 or a square rod on the member 10, the length of the turnbuckle 32 is adjusted to provide a block fence ( F) prevents fall.
Claims (11)
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| KR101282011B1 (en) * | 2011-10-31 | 2013-07-04 | 주식회사 이엔테크 | Zig for housing of wind power generator |
| JP2020176424A (en) * | 2019-04-17 | 2020-10-29 | 三井住友建設株式会社 | Block fence reinforcement structure |
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| MY126592A (en) * | 1999-07-27 | 2006-10-31 | Basf Ag | Novel cytochrome p450 monooxygenases and their use for the oxidation of organic compounds |
| KR200216924Y1 (en) | 2000-10-21 | 2001-03-15 | 정재천 | The wall using assembly block |
| WO2002062454A1 (en) * | 2001-02-07 | 2002-08-15 | Nephros, Inc. | Method and apparatus for a hemodiafiltration delivery module |
| US6537921B2 (en) * | 2001-05-23 | 2003-03-25 | Vram Technologies, Llc | Vertical metal oxide silicon field effect semiconductor diodes |
| JP3983123B2 (en) * | 2002-07-11 | 2007-09-26 | シャープ株式会社 | Semiconductor inspection apparatus and semiconductor inspection method |
| KR200386259Y1 (en) | 2005-03-09 | 2005-06-08 | 조용현 | Cement block type traditional wall |
| KR200405982Y1 (en) | 2005-10-25 | 2006-01-11 | 주식회사 탑스코 | Falling rock prevention fence of duplex wire net structure |
| KR200407317Y1 (en) | 2005-11-15 | 2006-01-26 | 조용현 | Cement block type traditional wall |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| KR101282011B1 (en) * | 2011-10-31 | 2013-07-04 | 주식회사 이엔테크 | Zig for housing of wind power generator |
| JP2020176424A (en) * | 2019-04-17 | 2020-10-29 | 三井住友建設株式会社 | Block fence reinforcement structure |
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