KR102646641B1 - Anchor construction method for water proof sill of roof - Google Patents

Anchor construction method for water proof sill of roof Download PDF

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Publication number
KR102646641B1
KR102646641B1 KR1020200189580A KR20200189580A KR102646641B1 KR 102646641 B1 KR102646641 B1 KR 102646641B1 KR 1020200189580 A KR1020200189580 A KR 1020200189580A KR 20200189580 A KR20200189580 A KR 20200189580A KR 102646641 B1 KR102646641 B1 KR 102646641B1
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South Korea
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sleeve
anchor bolt
anchor
waterproof
rooftop
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KR1020200189580A
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Korean (ko)
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KR20220096809A (en
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조우제
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(주)유창이앤씨
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D12/00—Non-structural supports for roofing materials, e.g. battens, boards
    • 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
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00—Adapting or protecting infrastructure or their operation
    • Y02A30/24—Structural elements or technologies for improving thermal insulation
    • Y02A30/254—Roof garden systems; Roof coverings with high solar reflectance
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
    • Y02B80/00—Architectural or constructional elements improving the thermal performance of buildings
    • Y02B80/32—Roof garden systems

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

본 발명은 건축물의 옥상 방수턱의 기초 앵커 시스템에 관한 것으로서 특히, 방수턱에 설치되는 모듈러 구조물 프레임을 설계된 정확한 위치에 설치할 수 있도록 구성된 옥상 방수턱의 기초 앵커 시스템에 관한 것이다.The present invention relates to a foundation anchor system for a rooftop water barrier of a building, and in particular, to a foundation anchor system for a rooftop water barrier configured to install a modular structure frame installed on the water barrier at the exact designed location.

Description

모듈러 건축물 설치를 위한 옥상 방수턱의 기초앵커 시공방법 {Anchor construction method for water proof sill of roof}Basic anchor construction method for rooftop water proof sill for modular building installation {Anchor construction method for water proof sill of roof}

본 발명은 건축물의 상부에 모듈러 건축물을 설치함에 있어 옥상 방수턱에 모듈러 건축물을 고정하기 위한 기초 앵커 시공방법에 관한 것으로서 특히, 방수턱에 설치되는 모듈러 구조물 프레임을 설계된 정확한 위치에 설치할 수 있도록 구성된 기초 앵커 시공방법에 관한 것이다.The present invention relates to a method of constructing a foundation anchor for fixing a modular building to a rooftop waterproof ledge when installing a modular building on the upper part of a building. In particular, the present invention relates to a foundation constructed so that the modular structure frame installed on the waterproof ledge can be installed at the exact designed position. This relates to anchor construction methods.

건축물의 옥상에는 엘리베이터 기계실, 조형물 등 다양한 모듈러 구조물이 설치된다.Various modular structures, such as elevator machine rooms and sculptures, are installed on the roof of the building.

이러한 구조물을 설치하기 위해서는 건축물의 상부 및 방수턱에 앵커 볼트를 매립 설치하고, 이 앵커 볼트에 구조물을 체결, 고정한다. In order to install such a structure, anchor bolts are installed embedded in the upper part of the building and the water sill, and the structure is fastened and fixed to these anchor bolts.

종래에는 도 1과 같이 방수턱(10)에 앵커 볼트를 설치하기 위해서는 방수턱 거푸집에 앵커볼트(12)를 설계된 위치대로 매립하여 배근 철근(11)에 체결, 고정하고, 거푸집에 콘크리트를 부어 양생하면 방수턱(10) 상부에 앵커볼트(12)가 돌출된다.Conventionally, in order to install anchor bolts on the watertight ledge 10 as shown in FIG. 1, the anchor bolts 12 are embedded in the watertight ledge formwork at the designed position, fastened and fixed to the reinforcement bars 11, and concrete is poured into the formwork for curing. When doing so, the anchor bolt 12 protrudes from the upper part of the waterproof ledge 10.

이와 같은 방법은 거푸집에 콘크리트를 부을 때나, 거푸집 내부로 부어진 콘크리트 내부의 기포를 제거하기 위하여 바이브레이터로 진동을 가할 때 앵커볼트(12) 또는 배근 철근(11)에 외력이 작용하여 설계된 위치에서 틀어져 양생되면, 이후 틀어진 앵커 볼트(12)에 구조물이 체결되지 않는 문제점이 있다.In this method, when pouring concrete into the formwork or applying vibration with a vibrator to remove air bubbles inside the concrete poured into the formwork, an external force acts on the anchor bolt (12) or the reinforcing bar (11), causing the anchor bolt (12) or reinforcement bar (11) to be twisted from the designed position. Once cured, there is a problem in that the structure is not fastened to the anchor bolt 12 that is subsequently twisted.

때문에 앵커 볼트(12) 시공 후에 별도로 틀어진 앵커 볼트(12)를 일일이 휘어 위치를 보정하는 작업을 하므로 공기가 길어지고, 인력이 낭비되는 문제점이 있다.Therefore, after constructing the anchor bolts 12, the work of correcting the position of each of the twisted anchor bolts 12 is performed separately, which causes problems in that the construction period is prolonged and manpower is wasted.

이러한 문제점을 해결하기 위하여 케미컬 앵커를 사용하고 있다.To solve this problem, chemical anchors are used.

케미컬 앵커는 도 2의 (a)에 도시한 바와 같이 양생된 방수턱(10)에 앵커 볼트(14)가 설치된 지점을 측량하고, 측량된 지점을 드릴링 작업하여 도 2의 (b)와 같이 앵커 볼트가 삽입될 앵커볼트 홀(13)을 형성한다.The chemical anchor measures the point where the anchor bolt 14 is installed on the cured water sill 10 as shown in (a) of FIG. 2, and drills the measured point to create an anchor as shown in (b) of FIG. 2. Form an anchor bolt hole 13 into which the bolt will be inserted.

그리고 도 2의 (c)와 같이 앵커볼트 홀(13)에 앵커 볼트(14)를 삽입한 후 도 2의 (d)와 같이 앵커볼트 홀(13) 내부에 수지계 접착제(15)를 충전한 후 경화함으로써, 방수턱(10)에 앵커 볼트(14)가 설치된다.And after inserting the anchor bolt 14 into the anchor bolt hole 13 as shown in (c) of Figure 2, the resin-based adhesive 15 is filled inside the anchor bolt hole 13 as shown in (d) of Figure 2. By hardening, the anchor bolts 14 are installed on the waterproof ledge 10.

건축물이 방수턱(10)은 대부분 옥상의 테두리 부분에 형성되는데, 이 방수턱(10)에 앵커볼트 홀(13)을 드릴링하는 작업을 위해 작업자가 고층의 건물 테두리의 방수턱(10)에 올라가 작업할 때 추락하는 안전사고가 발생할 수 있는 위험성 및 작업자에 따라서 정밀 타공이 힘든 문제점이 있다.In most buildings, the waterproof ledge 10 is formed on the edge of the rooftop. In order to drill the anchor bolt hole 13 in the waterproof ledge 10, a worker must climb the waterproof ledge 10 on the edge of a high-rise building. There is a risk of accidents such as falling while working, and there are problems with making precise drilling difficult depending on the worker.

문헌 1. 대한민국특허청 공개특허공보 제10-2011-0089558호, "태양광발전 건물옥상용 방진/방수 앙카시스템"Document 1. Republic of Korea Patent Office Publication No. 10-2011-0089558, “Dustproof/waterproof anchor system for solar power generation building rooftop” 문헌 2. 대한민국특허청 등록특허공보 제10-1427763호, "루프탑용 일체형 앵커 시스템"Document 2. Republic of Korea Patent Office Registered Patent Publication No. 10-1427763, “Integrated anchor system for rooftop”

본 발명은 상기와 같은 문제점을 해결하기 위하여 안출한 것으로서, 옥상의 방수턱에 설계된 위치대로 기초 앵커 볼트를 정확하게 시공할 수 있고, 기존 철근 콘크리트 구조물의 건설 시 발생되는 오차를 흡수하여 모듈러 건축물이 건축물 상부에 설치될 때 정밀한 시공이 가능하게 하는 옥상 방수턱의 기초 앵커 시공방법을 제공하는 것이 본 발명의 목적이다.The present invention was devised to solve the above problems. It allows foundation anchor bolts to be accurately constructed in the designed position on the rooftop waterproof ledge, and absorbs errors that occur during the construction of existing reinforced concrete structures to create a modular building. The purpose of the present invention is to provide a method of constructing a foundation anchor for a rooftop waterproof berm that enables precise construction when installed on top.

상기의 목적을 달성하기 위하여 본 발명에 의한 기초앵커 시공방법은 다음과 같이 구성된다.
소정 개수의 슬리브(101)를 고정구(102)에 체결, 고정하여 모듈화하고,
상기 모듈화된 슬리브(101)를 배근 철근(11)에 체결하며, 거푸집을 설치하고, 상기 슬리브(101)가 매립되도록 콘크리트를 타설, 양생하여 방수턱(10)을 형성하며,방수턱(10)에 매립된 슬리브(101)의 상단 삽입구(103)에 앵커 볼트(110)를 삽입하고, 상기 슬리브(101)에 삽입된 앵커 볼트(110)의 위치를 조정하고, 커 볼트(110)의 위치가 조정된 슬리브(101)에 접착제(106)를 충전, 경화하여 앵커 볼트(110)를 정확환 위치로 고정시키도록 구성된다.
이때, 상기 슬리브(101)의 내경은 앵커 볼트(110) 직경의 3배 이상 내지 소정 배수 이하인 것을 특징으로 한다.
또한, 상기 슬리브(101)의 내면에는 돌부가 형성된 것을 특징으로 한다.In order to achieve the above object, the basic anchor construction method according to the present invention is structured as follows.
A predetermined number of sleeves 101 are modularized by fastening and fixing them to the fixture 102,
The modularized sleeve 101 is fastened to the reinforcing bar 11, a form is installed, and concrete is poured and cured so that the sleeve 101 is buried to form a waterproof ledge 10. Insert the anchor bolt 110 into the upper insertion hole 103 of the sleeve 101 embedded in the sleeve 101, adjust the position of the anchor bolt 110 inserted into the sleeve 101, and adjust the position of the anchor bolt 110. It is configured to fix the anchor bolt 110 in the correct position by filling and curing the adhesive 106 in the adjusted sleeve 101.
At this time, the inner diameter of the sleeve 101 is at least 3 times the diameter of the anchor bolt 110 and at most a predetermined multiple.
In addition, the inner surface of the sleeve 101 is characterized in that a protrusion is formed.

또한, 콘크리트를 타설하기 전에 상기 슬리브(101)의 상단 삽입구(103)에 커버(104)를 체결하는 것을 특징으로 한다.In addition, the cover 104 is fastened to the upper insertion hole 103 of the sleeve 101 before pouring concrete.

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상기와 같이 구성된 본 발명은 옥상의 방수턱에 설계된 위치대로 기초 앵커 볼트를 정확하게 시공함으로써, 별도로 앵커 볼트 위치 보정작업 없이 다양한 구조물을 앵커 볼트에 정확하게 체결할 수 있다.The present invention, constructed as described above, accurately constructs foundation anchor bolts in the designed position on the rooftop water sill, thereby enabling various structures to be accurately fastened to the anchor bolts without separate anchor bolt position correction work.

또한, 시공이 간편하여 공기를 단축할 수 있다.In addition, construction is simple and the construction period can be shortened.

도 1 및 2는 종래의 옥상 방수턱에 시공된 앵커 볼트를 도시한 도면.
도 3은 본 발명의 슬리브를 배근 철근에 체결한 상태를 도시한 도면.
도 4는 슬리브가 매립되도록 방수턱을 시공한 상태를 도시한 도면.
도 5는 슬리브를 도시한 사시도.
도 6은 슬리브에 앵커 볼트를 삽입한 상태를 도시한 도면.
도 7은 앵커 볼트가 삽입된 슬리브에 수지계 접착제를 충전하여 경화시킨 상태를 도시한 도면.
도 8은 슬리브에 앵커 볼트를 삽입한 상태를 도시한 평면도.
도 9는 앵커 볼트가 삽입된 슬리브에 수지계 접착제를 충전하여 경화시킨 상태를 도시한 평면도.
도 10은 슬리브의 내, 외면에 돌부가 형성된 것을 도시한 사시도.Figures 1 and 2 are diagrams showing anchor bolts installed on a conventional rooftop waterproof berm.
Figure 3 is a view showing a state in which the sleeve of the present invention is fastened to the reinforcing bar.
Figure 4 is a view showing a state in which a waterproof berm is constructed so that the sleeve is buried.
Figure 5 is a perspective view showing the sleeve.
Figure 6 is a view showing the state in which the anchor bolt is inserted into the sleeve.
Figure 7 is a view showing a state in which a resin-based adhesive is filled and cured in a sleeve into which an anchor bolt is inserted.
Figure 8 is a plan view showing an anchor bolt inserted into the sleeve.
Figure 9 is a plan view showing a state in which a resin-based adhesive is filled and cured in a sleeve into which an anchor bolt is inserted.
Figure 10 is a perspective view showing protrusions formed on the inner and outer surfaces of the sleeve.

이하에서는 본 발명의 바람직한 실시 예 및 첨부하는 도면을 참조하여 본 발명을 상세하게 설명하되, 도면의 동일한 참조부호는 동일한 구성요소를 지칭함을 전제하여 설명하기로 한다.Hereinafter, the present invention will be described in detail with reference to preferred embodiments of the present invention and the accompanying drawings, assuming that the same reference numerals in the drawings refer to the same components.

발명의 상세한 설명 또는 특허청구범위에서 어느 하나의 구성요소가 다른 구성요소를 "포함"한다고 할 때, 이는 특별히 반대되는 기재가 없는 한 당해 구성요소만으로 이루어지는 것으로 한정되어 해석되지 아니하며, 다른 구성요소들을 더 포함할 수 있는 것으로 이해되어야 한다.When it is said that one component "includes" another component in the detailed description of the invention or in the patent claims, this is not to be construed as being limited to consisting of only that component, unless specifically stated to the contrary, and other components are not included. It should be understood that it can include more.

본 명세서에서 사용되는 "상부", "하부", "저부", "전방", "후방", "아래" 등의 용어는 단지 설명을 용이하게 하기 위한 것으로 도면에 도시되어 있는 바와 같은 구성요소의 배향을 지칭한다.Terms such as “upper”, “lower”, “bottom”, “front”, “rear”, “bottom”, etc. used in this specification are merely for ease of description and refer to the components as shown in the drawings. Refers to orientation.

본 발명에 의한 모듈러 건축물 옥상 방수턱의 기초 앵커 시공방법은 건축물 옥상의 방수턱에 설계된 위치대로 앵커 볼트를 정확하게 시공할 수 있도록 구성된 것으로서, 본 발명의 기초 앵커 시공방법을 시공하는 과정을 통해 본 발명의 기술저 특징을 상세하게 설명한다.The basic anchor construction method for the modular building rooftop waterproof ledge according to the present invention is configured to accurately construct anchor bolts in the designed position on the waterproof ledge on the rooftop of the building, and is carried out through the process of constructing the basic anchor construction method of the present invention. The technical features are explained in detail.

먼저, 도 3에 도시한 바와 같이 건물 옥상에 방수턱을 시공하기 위하여 옥상에 돌출된 배근 철근(11)에 설계된 위치대로 파이프 형태인 슬리브(101)를 체결하여 고정한다.First, as shown in FIG. 3, in order to construct a waterproof berm on the rooftop of a building, a sleeve 101 in the form of a pipe is fastened and fixed to the reinforcement bar 11 protruding from the rooftop at the designed position.

슬리브(101)를 배근 철근(11)에 개별로 용접 등의 체결 수단을 이용하여 체결할 수도 있지만, 각각의 슬리브(101) 사이의 상대 위치를 유지하면서 슬리브(101)들을 정확한 위치로 설치하고 외력에도 슬리브 움직임을 최소화할 수 있도록 도 5와 같이 모듈화된 슬리브(101)를 배근 철근(11)에 체결하는 것이 바람직하다.The sleeves 101 may be individually fastened to the reinforcing bar 11 using fastening means such as welding, but the sleeves 101 must be installed in the correct position while maintaining the relative position between each sleeve 101 and apply external force. In order to minimize sleeve movement, it is desirable to fasten the modularized sleeve 101 to the reinforcement bar 11 as shown in FIG. 5.

도 5에 도시한 바와 같이, 모듈화된 슬리브는 앵글 프레임으로 사각 형태의 고정구(102)를 형성하고, 이 고정구(102)의 내부 모서리 부분에 슬리브(101)를 용접 등의 체결수단으로 체결, 고정함으로써 슬리브(101)를 모듈화한다.As shown in Figure 5, the modularized sleeve forms a square-shaped fixture 102 with an angle frame, and the sleeve 101 is fastened and fixed to the inner corner of the fixture 102 using a fastening means such as welding. By doing so, the sleeve 101 is modularized.

이때, 파이프 형태인 슬리브(101)의 하부는 폐쇄하고, 상부는 템플레이트(102) 상에서 노출되어 개방되도록 슬리브(101)를 성형하되, 개방된 슬리브(101)의 상부 삽입구(103)에는 커버(104)를 체결한다.At this time, the sleeve 101 is formed so that the lower part of the pipe-shaped sleeve 101 is closed and the upper part is exposed and open on the template 102, and a cover 104 is installed in the upper insertion hole 103 of the open sleeve 101. ) is concluded.

도 3과 같이 모듈화된 슬리브(101)를 배근 철근(11)에 용접 등의 체결 수단으로 체결한 후에는 거푸집을 설치하고 콘크리트를 타설, 양생함으로써 도 4에 도시한 바와 같이, 슬리브(101)가 매립되도록 방수턱(10)을 시공한다.After fastening the modularized sleeve 101 to the reinforcing bar 11 using a fastening means such as welding as shown in FIG. 3, the formwork is installed and concrete is poured and cured to form the sleeve 101 as shown in FIG. 4. A waterproof berm (10) is constructed to be buried.

이때, 방수턱(10) 생성을 위해 콘크리트를 타설할 때 콘크리트가 슬리브(101)의 삽입구(103)를 통해 슬리브(101) 내부로 유입되는 것을 방지하도록 도 5와 같이 슬리브(101)의 삽입구(103)에 탈, 부착이 가능한 커버(104)를 체결하는 것이 바람직하다.At this time, when pouring concrete to create the waterproof ledge 10, the insertion hole ( It is desirable to fasten a removable cover 104 to 103).

상기 슬리브(101)는 방수턱(10) 콘크리트가 양생된 후 슬리브(101) 내부에 앵커 볼트(110)가 삽입되는데, 본 발명은 슬리브(101)의 내경이 앵커 볼트(110)의 직경보다 큰 슬리브(101)를 방수턱(10)에 매립한다.The sleeve 101 has an anchor bolt 110 inserted into the sleeve 101 after the concrete of the waterproof jaw 10 is cured. In the present invention, the inner diameter of the sleeve 101 is larger than the diameter of the anchor bolt 110. The sleeve 101 is embedded in the waterproof jaw 10.

방수턱(10)의 콘크리트가 양생된 후에는 슬리브(101)의 커버(104)를 제거한 후, 도 6과 같이 슬리브(101)의 삽입구(103)에 앵커 볼트(110)를 삽입한다.After the concrete of the waterproof jaw 10 is cured, the cover 104 of the sleeve 101 is removed, and then the anchor bolt 110 is inserted into the insertion hole 103 of the sleeve 101 as shown in FIG. 6.

모듈화 된 슬리브(101)를 배근 철근(11)에 체결한 상태에서 방수턱(10) 생성을 위한 거푸집 내부에 콘크리트를 타설할 때, 슬리브(101) 또는 배근 철근(11)에 횡력이 작용하여 슬리브(101)가 설계위치에서 벗어날 수 있는데, 상술한 바와 같이 슬리브(101)의 내경은 앵커 볼트(110)의 직경보다 크므로, 슬리브(101)가 설계 위치에서 조금 벗어난 채 방수턱(10) 콘크리트가 양생되더라도 슬리브(101) 내부에서 앵커 볼트(110)의 위치를 설계된 위치로 조정한 후 도 7과 같이 슬리브(101) 내부에 에폭시 컴파운드 등의 수지계 접착제(106)를 충전함으로써, 앵커 볼트(110)를 정확한 설계 위치대로 설치할 수 있다.When pouring concrete into the formwork for creating the waterproof berm (10) with the modularized sleeve (101) fastened to the reinforcing bar (11), a lateral force acts on the sleeve (101) or the reinforcing bar (11), causing the sleeve to (101) may deviate from the designed position. As described above, the inner diameter of the sleeve 101 is larger than the diameter of the anchor bolt 110, so the sleeve 101 is slightly deviated from the designed position and is placed in the concrete watertight barrier 10. Even if cured, the position of the anchor bolt 110 inside the sleeve 101 is adjusted to the designed position, and then the inside of the sleeve 101 is filled with a resin adhesive 106 such as an epoxy compound as shown in FIG. 7, so that the anchor bolt 110 ) can be installed in the exact designed position.

즉, 방수턱(10) 시공 과정에서 외력에 의해 슬리브(101)가 설계된 위치에서 벗어나더라도 도 8에 도시한 바와 같이 측량 작업을 통해 설계된 위치대로 슬리브(101)에 앵커 볼트(110)를 삽입한 후, 도 9와 같이 슬리브(101) 내부에 수지계 접착제(106)를 충전하여 경화시킴으로써, 앵커 볼트(110)를 정확한 설계 위치에 설치할 수 있다.That is, even if the sleeve 101 deviates from the designed position due to external force during the construction of the waterproof berm 10, the anchor bolt 110 is inserted into the sleeve 101 at the designed position through surveying work as shown in FIG. 8. Afterwards, as shown in FIG. 9 , the resin-based adhesive 106 is filled inside the sleeve 101 and hardened, so that the anchor bolt 110 can be installed at the exact designed position.

따라서 슬리브(101)의 내경이 앵커 볼트(110)의 직경보다 크다는 의미는 단순히 슬리브(101)에 앵커 볼트(110) 삽입을 원활하게 할 정도로 슬리브(101) 내경이 크다는 의미가 아니고 슬리브(101) 내부에서 앵커 볼트(110)의 위치 보정을 할 수 있을 정도로 슬리브(101)의 내경이 앵커 볼트(110)의 직경보다 크다는 의미로서, 최소한 슬리브(101)의 내경이 앵커 볼트(110)의 직경보다 2배 이상, 바람직하게는 3배 이상 크게 구성하는 것이 바람직하다.Therefore, the fact that the inner diameter of the sleeve 101 is larger than the diameter of the anchor bolt 110 does not simply mean that the inner diameter of the sleeve 101 is large enough to smoothly insert the anchor bolt 110 into the sleeve 101, but rather that the inner diameter of the sleeve 101 is larger than the diameter of the anchor bolt 110. This means that the inner diameter of the sleeve 101 is larger than the diameter of the anchor bolt 110 to the extent that the position of the anchor bolt 110 can be corrected from the inside. This means that the inner diameter of the sleeve 101 is at least larger than the diameter of the anchor bolt 110. It is desirable to configure it to be at least 2 times larger, and preferably at least 3 times larger.

그리고 앵커 볼트(110)가 슬리브(101)에 견고하게 체결, 고정되고, 슬리브(101)가 방수턱(10)에서 견고하게 고정되도록 도 10과 같이 슬리브(101)의 내면과 외면에 돌부를 구성하는 것이 바람직하다.And the anchor bolt 110 is firmly fastened and fixed to the sleeve 101, and protrusions are formed on the inner and outer surfaces of the sleeve 101 as shown in FIG. 10 so that the sleeve 101 is firmly fixed in the waterproof sill 10. It is desirable to do so.

슬리브(101) 내면이 평평하면 슬리브(101)-접착제(106) 사이에 슬립이 발생하여 앵커 볼트(110)가 빠질 수 있고, 슬리브(101) 외면이 평평하면 슬리브(101)-방수턱(10) 사이에 슬립이 발생하여 앵커 볼트(110)가 빠질 수 있으므로 슬리브(101)의 내면과 외면에 돌부를 구성하는 것이 바람직하다.If the inner surface of the sleeve (101) is flat, slip may occur between the sleeve (101) and the adhesive (106), causing the anchor bolt (110) to fall out. If the outer surface of the sleeve (101) is flat, the sleeve (101) - waterproof ledge (10) ) Since slip may occur between the anchor bolts 110 and the anchor bolt 110 may fall out, it is desirable to form protrusions on the inner and outer surfaces of the sleeve 101.

상기 돌부는 링 형태로 슬리브(101) 내,외면에 수직 방향으로 소정 간격마다 연속 돌출되어 슬리브(101)가 마치 주름관 형태가 되도록 구성할 수도 있고, 슬리브(101) 내,외면에 돌부가 나사산 형태로 돌출되도록 구성할 수도 있다.The protrusions may be in the form of a ring and continuously protrude at predetermined intervals in the vertical direction on the inner and outer surfaces of the sleeve 101 so that the sleeve 101 has the shape of a corrugated pipe. The protrusions on the inner and outer surfaces of the sleeve 101 may be in the form of threads. It can also be configured to protrude.

상기와 같이 구성된 본 발명은 옥상의 방수턱에 설계된 위치대로 앵커 볼트를 정확하게 시공함으로써, 별도로 앵커 볼트 위치 보정작업 없이 다양한 구조물을 앵커 볼트에 정확하게 체결할 수 있고, 시공이 간편하여 공기를 단축할 수 있다.The present invention, constructed as described above, accurately constructs anchor bolts in the designed position on the rooftop waterproof ledge, allowing various structures to be accurately fastened to the anchor bolts without separate anchor bolt position correction work, and can shorten the construction period by simplifying construction. there is.

이상 상술한 실시 예를 통해 본 발명의 기술적 사상을 살펴보았다.The technical idea of the present invention has been examined through the above-described embodiments.

본 발명이 속하는 기술분야에서 통상의 지식을 가진 자가 본 발명의 기재사항으로부터 상기 살펴본 실시 예를 다양하게 변형하거나 변경할 수 있음은 자명하다.It is obvious that a person skilled in the art to which the present invention pertains can make various modifications or changes to the above-described embodiments based on the description of the present invention.

또한, 비록 명시적으로 도시되거나 설명되지 아니하였다 하여도 본 발명이 속하는 기술분야에서 통상의 지식을 가진 자가 본 발명의 기재사항으로부터 본 발명에 의한 기술적 사상을 포함하는 다양한 형태의 변형을 할 수 있음은 자명하며, 이는 여전히 본 발명의 권리범위에 속한다.In addition, even if not explicitly shown or explained, a person skilled in the art may make various modifications including the technical idea of the present invention from the description of the present invention. is self-evident, and still falls within the scope of the present invention.

첨부하는 도면을 참조하여 설명된 상기의 실시 예는 본 발명을 설명하기 위한 목적으로 기술된 것이며 본 발명의 권리범위는 이러한 실시 예에 국한되지 아니한다.The above embodiments described with reference to the accompanying drawings are described for the purpose of explaining the present invention, and the scope of the present invention is not limited to these embodiments.

10 : 방수턱
11 : 배근 철근
101 : 슬리브
102 : 고정구
103 : 삽입구
104 : 커버
110 : 앵커볼트
106 : 접착제10: Waterproof jaw
11: Reinforcing bars
101: sleeve
102: fixture
103: Insertion hole
104: cover
110: anchor bolt
106: adhesive

Claims (5)

내면에 돌부가 형성된 소정 개수의 슬리브(101)를 고정구(102)에 체결, 고정하여 모듈화하고,
상기 모듈화된 슬리브(101)를 배근 철근(11)에 체결하며,
상기 슬리브(101)의 상단 삽입구(103)에 커버(104)를 체결하고,
거푸집을 설치하고, 상기 슬리브(101)가 매립되도록 콘크리트를 타설, 양생하여 방수턱(10)을 형성하며,
방수턱(10)에 매립된 슬리브(101)의 상단 삽입구(103)에 앵커 볼트(110)를 삽입하고,
상기 슬리브(101)에 삽입된 앵커 볼트(110)의 위치를 조정하고,
앵커 볼트(110)의 위치가 조정된 슬리브(101)에 접착제(106)를 충전, 경화하여 앵커 볼트(110)를 정확환 위치로 고정시키는 것을 특징으로 하는 모듈러 건축물 설치를 위한 옥상 방수턱의 기초앵커 시공방법.A predetermined number of sleeves 101 with protrusions formed on the inner surface are modularized by fastening and fixing them to the fixture 102,
The modularized sleeve 101 is fastened to the reinforcement bar 11,
Fastening the cover 104 to the upper insertion hole 103 of the sleeve 101,
A formwork is installed, and concrete is poured and cured so that the sleeve 101 is buried to form a waterproof sill (10),
Insert the anchor bolt 110 into the upper insertion hole 103 of the sleeve 101 embedded in the waterproof jaw 10,
Adjust the position of the anchor bolt 110 inserted into the sleeve 101,
The basis of a rooftop waterproof berm for installing a modular building, characterized in that the anchor bolt 110 is fixed in the correct position by filling and curing the adhesive 106 in the sleeve 101 where the position of the anchor bolt 110 is adjusted. Anchor construction method. 삭제delete 삭제delete 삭제delete 삭제delete
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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2541963Y2 (en) * 1991-11-26 1997-07-23 株式会社竹中工務店 Diversion base mortar formwork
JP2984251B1 (en) * 1998-07-01 1999-11-29 篤秀 橋本 Exposed fixed column base with excellent seismic performance
KR100540928B1 (en) * 2003-11-05 2006-01-11 김연찬 method for manufacturing anchor bolt carrying out and an anchor bolt
KR100774885B1 (en) * 2006-06-21 2007-11-09 주식회사 인근개발 The assembly anchor bolt structure which is reclaimed in the fundamental infrastructure and It used fundamental infrastructure operation method

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4162596A (en) * 1977-09-08 1979-07-31 Damman Bernard A Anchor bolt assembly
KR20110089558A (en) 2010-02-01 2011-08-09 주식회사 솔라웨이 Pv roof-top anchor system
KR20120128455A (en) * 2011-05-17 2012-11-27 정옥순 Device fixing water proof concrete mold for aluminum form
KR101427763B1 (en) 2012-10-15 2014-08-08 (주)썬트랙 an anchor system for roof-top
KR20160012670A (en) * 2014-07-25 2016-02-03 (주)케이모듈 Rebar connecting implement and concrete embeded construction method of the same

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2541963Y2 (en) * 1991-11-26 1997-07-23 株式会社竹中工務店 Diversion base mortar formwork
JP2984251B1 (en) * 1998-07-01 1999-11-29 篤秀 橋本 Exposed fixed column base with excellent seismic performance
KR100540928B1 (en) * 2003-11-05 2006-01-11 김연찬 method for manufacturing anchor bolt carrying out and an anchor bolt
KR100774885B1 (en) * 2006-06-21 2007-11-09 주식회사 인근개발 The assembly anchor bolt structure which is reclaimed in the fundamental infrastructure and It used fundamental infrastructure operation method

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