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KR101234201B1 - Method for constructing tower silo - Google Patents

Method for constructing tower silo Download PDF

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Publication number
KR101234201B1
KR101234201B1 KR1020120052183A KR20120052183A KR101234201B1 KR 101234201 B1 KR101234201 B1 KR 101234201B1 KR 1020120052183 A KR1020120052183 A KR 1020120052183A KR 20120052183 A KR20120052183 A KR 20120052183A KR 101234201 B1 KR101234201 B1 KR 101234201B1
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KR
South Korea
Prior art keywords
support
ceiling frame
silo
formwork
wall
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KR1020120052183A
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Korean (ko)
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강명모
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성은주
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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
    • E04H7/00—Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
    • E04H7/22—Containers for fluent solids, e.g. silos, bunkers; Supports therefor
    • E04H7/24—Constructions, with or without perforated walls, depending on the use of specified materials
    • E04H7/26—Constructions, with or without perforated walls, depending on the use of specified materials mainly of concrete, e.g. reinforced concrete or other stone-like materials
    • 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
    • E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
    • E04G11/28—Climbing forms, i.e. forms which are not in contact with the poured concrete during lifting from layer to layer and which are anchored in the hardened concrete

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

본 발명은 탑사일로시공방법에 관한 것으로서, 탑모양의 사일로벽체와 사일로천장의 뼈대를 형성하도록 상기 사일로벽체의 상단에 고정되는 천장프레임를 갖는 탑사일로를 시공하기 위한 탑사일로시공방법에 있어서, 상기 천장프레임을 제작하는 천장프레임제작단계와; 상단에 기초지지면를 갖는 기초지지벽을 형성하는 기초지지벽형성단계와; 상기 기초지지벽에 지지되고 상기 기초지지면에 대하여 상승이동할 수 있도록 거푸집지지체를 설치하는 거푸집지지체설치단계와; 상기 거푸집지지체보다 높은 위치에 배치되고 상기 기초지지벽에 지지되고 상기 기초지지면에 대하여 상승이동할 수 있도록 천장프레임지지체를 설치하는 천장프레임지지체설치단계와; 상기 거푸집지지체에 폼패널을 결합하여 상기 사일로벽체의 횡단면에 대응하는 사이 공간을 갖는 사일로벽체거푸집을 형성하는 사일로벽체거푸집형성단계와; 상기 천장프레임지지체와 함께 상승이동할 수 있도록 상기 천장프레임을 상기 천장프레임지지체에 고정하는 천장프레임고정단계와; 상기 거푸집지지체를 상승시키기 위한 거푸집지지체상승구동부와 상기 천장프레임지지체를 상승시키기 위한 천장프레임지지체상승구동부를 사용하여 상기 거푸집지지체와 상기 천장프레임지지체를 각각 단계적으로 상승시키는 지지체상승단계와; 상기 사일로벽체거푸집의 내부공간에 철근을 배근하는 철근배근공정(S011)과 상기 사일로벽체거푸집의 내부공간에 콘크리트를 타설하는 콘크리트타설공정(S012)과 상기 사일로벽체거푸집의 내부공간에 타설된 콘크리트를 양생하는 콘크리트양생공정(S013)을 거쳐 단위구간사일로벽체를 형성하는 과정을 반복하는 방법으로 상기 사일로벽체를 상기 기초지지면에 형성하는 사일로벽체형성단계와; 상기 사일로벽체를 형성한 후 상기 천장프레임을 상기 사일로벽체에 고정하는 천장프레임사일로벽체고정단계와; 상기 천장프레임을 상기 사일로벽체에 고정한 후 상기 천장프레임으로부터 상기 천장프레임지지체를 분리하는 천장프레임지지체분리단계를 포함하는 것을 특징으로 한다. 이에 의해, 거푸집지지체상승구동부의 상승구동동작과 천장프레임지지체상승구동부의 상승구동동작을 독립적으로 제어할 수 있고, 사일로벽체를 형성하는 동안 거푸집지지체와 천장프레임 간의 상호 간섭을 줄일 수 있다.The present invention relates to a top silo construction method, the top silo construction method for constructing a top silo having a ceiling frame fixed to the top of the silo wall to form a skeleton of the silo wall and the silo ceiling, the ceiling A ceiling frame manufacturing step of manufacturing a frame; A base support wall forming step of forming a base support wall having a base support surface at an upper end thereof; A form support mounting step of installing a form support to be supported by the base support wall and to move upward with respect to the base support surface; A ceiling frame support mounting step of installing a ceiling frame support disposed at a position higher than the formwork support and supported by the base support wall to move upward with respect to the base support surface; A silo wall formwork forming step of forming a silo wall formwork having an interspace corresponding to a cross section of the silo wall by coupling a foam panel to the form support; A ceiling frame fixing step of fixing the ceiling frame to the ceiling frame support to move upward with the ceiling frame support; A support raising step of raising the form support and the ceiling frame support step by step using a form support rise driving unit for raising the form support and a ceiling frame support raising drive unit for raising the ceiling frame support; Reinforcing bar reinforcement step (S011) for reinforcing the reinforcing bar in the inner space of the silo wall formwork and concrete placing process (S012) for placing concrete in the inner space of the silo wall formwork and the concrete placed in the inner space of the silo wall formwork A silo wall forming step of forming the silo wall on the base ground by repeating a process of forming a unit section silo wall through curing curing step (S013); A ceiling frame silo wall fixing step of fixing the ceiling frame to the silo wall after forming the silo wall; And fixing the ceiling frame to the silo wall and separating the ceiling frame support from the ceiling frame. As a result, it is possible to independently control the upward driving operation of the form support rising drive unit and the upward driving operation of the ceiling frame support rising drive unit, and to reduce mutual interference between the form support and the ceiling frame while forming the silo wall.

Description

탑사일로시공방법{Method for Constructing Tower Silo}Method for Constructing Tower Silo

본 발명은 탑사일로시공방법에 관한 것으로서, 보다 상세하게는 원통형 또는 다각형 탑모양의 사일로벽체와 사일로벽체의 상단에 고정된 천장프레임을 갖는 탑사일로를 슬립폼공법을 적용하여 시공하는 방법에 관한 것이다.The present invention relates to a top silo construction method, and more particularly, to a method for constructing a top silo having a cylindrical or polygonal top-shaped silo wall and a ceiling frame fixed to the top of the silo wall by applying a slip foam method. .

골재, 곡물 등을 저장하기 위해 사일로(Silo)를 설치하는 방법이 안출되어 사용되고 있고, 이들 사일로는 저장공간의 형태에 따라 탑사일로, 트렌치사일로 등으로 구분할 수 있다.A method of installing silos is conceived and used to store aggregates, grains, and the like, and these silos can be classified into top silos, trench silos, and the like, depending on the shape of the storage space.

탑사일로는 원통형 또는 다각형 탑모양의 사일로벽체와, 사일로벽체의 상단에 고정된 천장프레임과, 천장프레임에 설치된 천장덮개를 갖고 있다.The top silo has a cylindrical or polygonal tower-shaped silo wall, a ceiling frame fixed to the top of the silo wall, and a ceiling cover installed on the ceiling frame.

사일로벽체는 콘크리트, 벽돌 등을 사용하여 시공할 수 있다.Silo walls can be constructed using concrete, bricks, etc.

콘트리트를 사용하여 사일로벽체를 시공할 때 슬립폼(Slip Form)공법이 널리 사용되고 있으며 종래 사일로벽체를 시공하는 방법을 상세하게 설명하면 다음과 같다.When constructing the silo wall using concrete, the slip form method is widely used, and the method of constructing the conventional silo wall will be described in detail as follows.

도21은 종래의 탑사일로시공방법에 따라 설치된 기초지지벽, 거푸집지지체, 천장프레임지지체, 프레임보강지지체 및 천장프레임의 배치관계를 도시한 도면이고, 도22는 도21에 도시된 기초지지벽, 거푸집지지체 및 천장프레임지지체 영역의 상세도이고, 도23은 종래의 탑사일로시공방법에 따른 거푸집지지체, 가동작업대 및 고정작업대의 설치상태를 도시한 도면이고, 도24는 종래의 탑사일로시공방법에 따른 천장프레임지지체의 설치상태를 도시한 도면이고, 도25는 종래의 탑사일로시공방법에 따른 거푸집지지체와 천장프레임지지체의 설치상태를 도시한 도면이고, 도26 및 도27은 각각 종래의 탑사일로시공방법에 따른 천장프레임이 천장프레임지지체에 고정된 상태를 도시한 도면이고, 도28은 도21에 도시된 프레임보강지지체의 일부를 도시한 도면이고, 도33은 종래의 탑사일로시공방법에 따른 탑사일로시공방법의 흐름도이다.FIG. 21 is a view showing an arrangement relationship between a foundation support wall, a formwork support, a ceiling frame support, a frame reinforcement supporter and a ceiling frame installed according to a conventional top silo construction method, and FIG. 22 is a foundation support wall shown in FIG. Figure 23 is a detailed view of the formwork support and ceiling frame support region, Figure 23 is a view showing the installation state of the formwork, the movable workbench and the fixed workbench according to the conventional top silo construction method, Figure 24 is a conventional top silo construction method FIG. 25 is a view illustrating an installation state of the ceiling frame support according to the related art, and FIG. 25 is a view illustrating an installation state of the formwork support and the ceiling frame support according to the conventional top silo construction method, and FIGS. 26 and 27 are each conventional top silos. The ceiling frame according to the construction method is a view showing a state fixed to the ceiling frame support, Figure 28 is a view showing a part of the frame reinforcement support shown in Figure 21 And, Figure 33 is a flow diagram of the construction method according to the construction method tapsa days days conventional tapsa.

천장프레임제작단계(Ceiling frame production stage S111S111 ))

강재나 강성 플라스틱을 사용하여 다수의 프레임다리(111a)를 갖는 천장프레임(111)을 제작한다.Using a steel or rigid plastic to produce a ceiling frame 111 having a plurality of frame legs (111a).

기초지지벽형성단계(Foundation support wall forming step S112S112 ))

지면에 거푸집을 설치하고 콘크리트를 타설하는 등의 방법으로 기초지지벽(202)을 형성한다.The foundation support wall 202 is formed by installing formwork on the ground and placing concrete.

기초지지벽(202)은 상단에 기초지지면(202a)을 갖도록 형성되고, 내부에는 저장물을 분리하기 위한 격벽(202b)이 다수 개 형성될 수 있다.The base support wall 202 is formed to have a base support surface 202a at an upper end thereof, and a plurality of partition walls 202b may be formed therein to separate the storage.

지지체상승구동부설치(Support lift drive installation S113S113 ))

먼저 거푸집지지체(120)를 상승시키기 위한 거푸집지지체상승구동부(140)와 천장프레임지지체(170)를 상승시키기 위한 천장프레임지지체상승구동부(160)를 설치한다.First, the form support body elevating unit 140 and the ceiling frame support elevating unit 160 for elevating the formwork support 120 are installed.

거푸집지지체상승구동부(140)는 거푸집지지체상승잭로드(141, Jack Rod), 거푸집지지체상승유압잭(142), 거푸집지지체상승상부클램프(143), 거푸집지지체상승하부클램프(144), 거푸집지지체상승유압펌프(도시되지 않음)를 다음과 같은 방법으로 설치함으로써 구성할 수 있다.The die support riser driving unit 140 is a die support riser jack rod (141, Jack Rod), form support riser hydraulic jack (142), form support riser upper clamp (143), form support riser lower clamp (144), form support riser hydraulic pressure A pump (not shown) can be comprised by installing in the following way.

거푸집지지체상승잭로드(141)는 일정간격으로 이격되도록 기초지지면(202a) 상에 기립 설치한다. 거푸집지지체상승잭로드(141)는 사일로벽체(201) 형성공정이 진행되는 동안 나사결합방법으로 그 길이구간이 연장된다.The die support rising jack rod 141 is standing on the base ground surface 202a so as to be spaced at a predetermined interval. The form support rise jack rod 141 is extended in length by a screwing method during the silo wall 201 forming process.

그리고 거푸집지지체상승잭로드(141)는 기초지지벽(202)의 내부로 삽입되도록 설치된다.And the form support rise jack rod 141 is installed to be inserted into the base support wall 202.

거푸집지지체상승유압잭(142)은 내부로 거푸집지지체상승잭로드(141)가 상하방향을 따라 통과하도록 설치된다.The die supporting body lifting hydraulic jack 142 is installed so that the die supporting body rising jack rod 141 passes along the up and down direction.

거푸집지지체상승유압잭(142)은 각 거푸집지지체상승잭로드(141)에 하나씩 설치된다.The die support lifting hydraulic jacks 142 are provided at each die support rising jack rod 141.

거푸집지지체상승상부클램프(143)는 거푸집지지체상승유압잭(142)의 피스톤로드에 결합되어 있고, 거푸집지지체상승유압잭(142)의 상측에 배치되도록 거푸집지지체상승잭로드(141)에 결합되어 있다. 거푸집지지체상승상부클램프(143)에는 거푸집지지체상승잭로드(141)를 타고 하강하는 것이 저지되도록 이(Teeth)가 형성되어 있다.The form support riser clamp 143 is coupled to the piston rod of the form support riser hydraulic jack 142, and is coupled to the form support riser jack rod 141 to be disposed above the form support riser hydraulic jack 142. Teeth is formed in the form support riser clamp 143 to prevent the ride down the form support rise jack rod 141.

거푸집지지체상승하부클램프(144)는 거푸집지지체상승유압잭(142)에 결합되어 있고 거푸집지지체상승유압잭(142)의 하측에 배치되도록 거푸집지지체상승잭로드(141)에 결합되어 있다. 거푸집지지체상승하부클램프(144)에는 거푸집지지체상승잭로드(141)를 타고 하강하는 것이 저지되도록 이(Teeth)가 형성되어 있다.The form support rise lower clamp 144 is coupled to the form support rise hydraulic jack 142 and is coupled to the form support rise lift jack rod 141 to be disposed below the form support rise hydraulic jack 142. The die support rise-up lower clamp 144 is formed to prevent the descending ride on the die support rise jack rod 141.

거푸집지지체상승유압펌프(도시되지 않음)는 거푸집지지체상승유압잭(142)에 고압의 오일을 공급한다.The die support rise hydraulic pump (not shown) supplies high pressure oil to the die support rise hydraulic jack 142.

전술한 구성을 갖는 거푸집지지체상승구동부(140)의 동작을 설명하면 다음과 같다.Referring to the operation of the form support riser driving unit 140 having the above configuration is as follows.

먼저 거푸집지지체상승유압펌프(도시되지 않음)로부터 실린더의 피스톤 하측공간으로 고압의 오일이 공급될 때 거푸집지지체상승하부클램프(144)는 하강하지 아니하기 때문에 피스톤로드와 거푸집지지체상승상부클램프(143)는 상승하게 된다.First, when the high pressure oil is supplied from the formwork support hydraulic pressure pump (not shown) to the piston lower space of the cylinder, the formwork support elevation lower clamp 144 does not lower, so the piston rod and the formwork elevation support clamp 143 Will rise.

다음에 거푸집지지체상승유압펌프(도시되지 않음)로부터 실린더의 피스톤 상측공간으로 고압의 오일이 공급될 때 거푸집지지체상승상부클램프(143)와 피스톤로드는 하강하지 않기 때문에 거푸집지지체상승유압잭(142)과 거푸집지지체상승하부클램프(144)는 상승하게 된다.Next, when the high pressure oil is supplied from the die support upward hydraulic pump (not shown) to the piston upper space of the cylinder, the die support upward lift clamp 143 and the piston rod do not descend so that the die support upward hydraulic jack 142 and The form support rise lower clamp 144 is raised.

이와 같이 피스톤로드와 거푸집지지체상승상부클램프(143)를 상승시키는 동작과 거푸집지지체상승유압잭(142)과 거푸집지지체상승하부클램프(144)는 상승시키는 동작을 1회 반복할 때마다 거푸집지지체상승유압잭(142)에 결합된 물체는 일정높이구간만큼 상승시킬 수 있다.In this way, the piston rod and the die supporting body upward raising clamp 143 and the die supporting body hydraulic lifting jack 142 and the die supporting body lowering hydraulic clamp 144 are repeatedly formed by the die supporting body upward hydraulic jack ( The object coupled to 142 may be raised by a certain height section.

이러한 구성을 갖는 거푸집지지체상승구동부(140)의 구성과 동작은 종래의 슬립폼(Slip Form) 공법에 그대로 적용하고 있으므로 상세한 설명은 생략하기로 한다.Since the structure and operation of the form support riser driving unit 140 having such a configuration are applied to the conventional slip form method as it is, detailed description thereof will be omitted.

천장프레임지지체상승구동부(160)는 거푸집지지체상승구동부(140)와 동일한 구조와 기능을 갖는 천장프레임지지체상승잭로드(161, Jack Rod), 천장프레임지지체상승유압잭(162), 천장프레임지지체상승상부클램프(163), 천장프레임지지체상승하부클램프(164), 천장프레임지지체상승유압펌프(도시되지 않음)를 다음과 같은 방법으로 설치함으로써 구성할 수 있다.Ceiling frame support lift drive unit 160 is the ceiling frame support lift jacks (161, Jack Rod), ceiling frame support lift hydraulic jacks (162) having the same structure and function as the die support lift drive unit 140, the ceiling frame support lift riser The clamp 163, the ceiling frame support rising lower clamp 164, and the ceiling frame support raising hydraulic pump (not shown) can be provided by the following method.

천장프레임지지체상승잭로드(161)는 거푸집지지체상승잭로드(141)의 사이영역에 배치되도록 기초지지면(202a) 상에 기립 설치한다. 천장프레임지지체상승잭로드(161)는 사일로벽체(201) 형성공정이 진행되는 동안 나사결합방법으로 그 길이구간이 연장된다.The ceiling frame support rising jack rod 161 stands up on the base support surface 202a so as to be disposed in the area between the form support rising jack rods 141. The ceiling frame support rising jack rod 161 is extended in length by a screwing method during the silo wall 201 forming process.

그리고 천장프레임지지체상승잭로드(161)는 기초지지벽(202)의 내부로 삽입되도록 설치된다.The ceiling frame support rising jack rod 161 is installed to be inserted into the base support wall 202.

전술한 구성을 갖는 천장프레임지지체상승구동부(160)는 거푸집지지체상승구동부(140)와 동일한 방법으로 동작하며, 피스톤로드와 천장프레임지지체상승상부클램프(163)를 상승시키는 동작과 천장프레임지지체상승유압잭(162)과 천장프레임지지체상승하부클램프(164)는 상승시키는 동작을 1회 반복할 때마다 천장프레임지지체상승유압잭(162)에 결합된 물체는 일정높이구간만큼 상승시킬 수 있다.The ceiling frame support lifting drive unit 160 having the above-described configuration operates in the same manner as the form support lifting drive unit 140, and raises the piston rod and the ceiling frame support lifting lift clamp 163 and the ceiling frame support lifting hydraulic jack. The 162 and the ceiling frame support rising lower clamp 164 may raise the object coupled to the ceiling frame support rising hydraulic jack 162 every time the lifting operation is repeated once.

거푸집지지체설치단계(Formwork Support Installation Step ( S114S114 ))

기초지지벽(202)에 거푸집지지체(120)를 설치하는 방법을 설명하면 다음과 같다.The method of installing the formwork support 120 on the foundation support wall 202 is as follows.

먼저 2개의 거푸집내부수직부재(131), 2개의 거푸집외부수직부재(132), 4개의 거푸집부재연결상부수평부재(133), 4 개의 거푸집부재연결하부수평부재(134), 3개의 거푸집내부패널고정수평부재(135) 및 3개의 거푸집외부패널고정수평부재(136)를 갖는 거푸집요크(130, Yoke)를 제작한다.First two formwork inner vertical member 131, two formwork outer vertical member 132, four formwork member upper horizontal member 133, four formwork member lower horizontal member 134, three formwork inner panel A mold yoke 130 having a fixed horizontal member 135 and three formwork outer panel fixed horizontal members 136 is manufactured.

거푸집부재연결상부수평부재(133)는 거푸집내부수직부재(131)의 상측영역과 거푸집외부수직부재(132)의 상측영역을 연결하도록 거푸집내부수직부재(131)와 거푸집외부수직부재(132)에 결합되어 있다.The form member connection upper horizontal member 133 is connected to the form inner vertical member 131 and the form outer vertical member 132 so as to connect the upper region of the form inner vertical member 131 and the upper region of the form outer vertical member 132. Are combined.

거푸집부재연결하부수평부재(134)는 거푸집내부수직부재(131)의 중간영역과 거푸집외부수직부재(132)의 중간영역을 연결하도록 거푸집내부수직부재(131)와 거푸집외부수직부재(132)에 결합되어 있다. The form member connecting lower horizontal member 134 is connected to the form inner vertical member 131 and the form outer vertical member 132 so as to connect the middle region of the form inner vertical member 131 and the middle region of the form outer vertical member 132. Are combined.

거푸집내부패널고정수평부재(135)는 호형(弧形)으로 형성되고, 거푸집내부수직부재(131) 상호간을 연결하도록 거푸집내부수직부재(131)의 하측 영역에 결합되어 있다. 여기서 거푸집내부패널고정수평부재(135)의 결합은 거푸집부재연결하부수평부재(134)의 하측에 배치되도록 이루어진다. The formwork inner panel fixed horizontal member 135 is formed in an arc shape and is coupled to the lower region of the formwork inner vertical member 131 so as to connect the formwork inner vertical members 131 to each other. Wherein the combination of the formwork inner panel fixed horizontal member 135 is made to be disposed on the lower side of the formwork connecting lower horizontal member 134.

거푸집외부패널고정수평부재(136)는 호형(弧形)으로 형성되고, 거푸집외부수직부재(132) 상호간을 연결하도록 거푸집외부수직부재(132)의 하측 영역에 결합되어 있다. 여기서 거푸집외부패널고정수평부재(136)의 결합은 거푸집부재연결하부수평부재(134)의 하측에 배치되도록 이루어진다. The formwork outer panel fixed horizontal member 136 is formed in an arc shape and is coupled to the lower region of the formwork outer vertical member 132 so as to connect the formwork outer vertical members 132 to each other. Here, the coupling of the formwork outer panel fixed horizontal member 136 is made to be disposed below the formwork member lower horizontal member 134.

다음에 거푸집내부패널고정수평부재(135) 상호간이 서로 연결되고 거푸집외부패널고정수평부재(136) 상호간이 서로 연결되도록 거푸집요크를 기초지지벽(202) 상에 연속적으로 설치하여 폐루프형태의 거푸집지지체(120)를 형성한다.Next, the formwork yoke is continuously installed on the base support wall 202 so that the formwork inner panel fixed horizontal members 135 are connected to each other and the formwork outer panel fixed horizontal members 136 are connected to each other. The support 120 is formed.

여기서 거푸집요크(130)의 설치는 거푸집부재연결상부수평부재(133)가 천장프레임지지체상승유압잭(162)에 결합되도록 이루어진다. 이에 따라 거푸집지지체(120)는 천장프레임지지체상승유압잭(162)과 거푸집지지체상승잭로드(141)를 통해 기초지지벽(202)에 지지된다.Wherein the installation of the formwork yoke 130 is formed so that the formwork member connecting upper horizontal member 133 is coupled to the ceiling frame support lifting hydraulic jack 162. Accordingly, the form support 120 is supported by the base support wall 202 through the ceiling frame support rise hydraulic jack 162 and the form support rise jack rod 141.

그리고 거푸집지지체(120)는 거푸집지지체상승유압잭(142)에 결합되기 전 유압잭(205)을 통해 기초지지벽(202)에 지지된다.The form support 120 is supported by the foundation support wall 202 through the hydraulic jack 205 before being coupled to the form support rise hydraulic jack 142.

가동작업대설치단계(Movable workbench installation phase ( S115S115 ))

가동작업대(203, Deck)를 제작하여 작업대연결수직프레임(192)을 통해 거푸집부재연결상부수평부재(133)와 후술하는 천장프레임부재연결상부수평부재(173)에 설치한다.Movable work platform (203, Deck) is manufactured and installed on the formwork member connecting upper horizontal member 133 and the ceiling frame member connecting upper horizontal member 173 to be described later through the work bench connecting vertical frame 192.

천장프레임지지체설치단계(Ceiling frame support installation step ( S116S116 ))

천장프레임지지체(170)는 2개의 천장프레임내부수직부재(171), 2개의 천장프레임외부수직부재(172), 2개의 천장프레임부재연결상부수평부재(173) 및 2개의 천장프레임부재연결상부수평부재(173)를 갖고 있다.The ceiling frame support 170 includes two ceiling frame inner vertical members 171, two ceiling frame outer vertical members 172, two ceiling frame member upper horizontal members 173, and two ceiling frame member upper horizontal members. It has a member 173.

2개의 천장프레임내부수직부재(171)는 인접하는 거푸집요크(130, Yoke)에 속하는 거푸집내부패널고정수평부재(135)에 하나씩 나누어 결합되고, 2개의 천장프레임외부수직부재(172)는 인접하는 거푸집요크(130, Yoke)에 속하는 거푸집외부패널고정수평부재(136)에 하나씩 나누어 결합된다. 이에 따라 천장프레임지지체(170)는 거푸집지지체(120)와 일체로 상승하게 된다.The two ceiling frame inner vertical members 171 are divided into one by one to the formwork inner panel fixed horizontal member 135 belonging to the adjacent form yoke 130, and the two ceiling frame outer vertical members 172 are adjacent to each other. It is divided into the mold outer panel fixed horizontal member 136 belonging to the form yoke (130, Yoke) is divided into one. Accordingly, the ceiling frame support 170 is raised integrally with the form support 120.

천장프레임부재연결상부수평부재(173)는 천장프레임내부수직부재(171)의 상측영역과 천장프레임외부수직부재(172)의 상측영역을 연결하도록 천장프레임내부수직부재(171)와 천장프레임외부수직부재(172)에 결합되어 있다. 이에 따라 천장프레임(111)은 거푸집지지체(120)에 지지된다.Ceiling frame member connection upper horizontal member 173 is a ceiling frame inner vertical member 171 and the ceiling frame outer vertical so as to connect the upper region of the ceiling frame inner vertical member 171 and the upper region of the ceiling frame outer vertical member 172. It is coupled to the member 172. Accordingly, the ceiling frame 111 is supported by the form support 120.

천장프레임부재연결하부수평부재(174)는 천장프레임내부수직부재(171)의 중간영역과 천장프레임외부수직부재(172)의 중간영역을 연결하도록 천장프레임내부수직부재(171)와 천장프레임외부수직부재(172)에 결합되어 있다.The ceiling frame member connecting lower horizontal member 174 connects the ceiling frame inner vertical member 171 and the ceiling frame outer vertical to connect the middle region of the ceiling frame inner vertical member 171 and the middle region of the ceiling frame outer vertical member 172. It is coupled to the member 172.

이러한 구성을 갖는 천장프레임지지체(170)는 천장프레임부재연결상부수평부재(173)를 통해 천장프레임지지체상승유압잭(162)에 결합된다.The ceiling frame support 170 having such a configuration is coupled to the ceiling frame support upward hydraulic jack 162 through the ceiling frame member connection upper horizontal member 173.

이에 따라 천장프레임(111)은 천장프레임지지체상승유압잭(162)과 천장프레임지지체상승잭로드(161)를 통해 기초지지벽(202)에 지지된다.Accordingly, the ceiling frame 111 is supported by the base support wall 202 through the ceiling frame support upward hydraulic jack 162 and the ceiling frame support upward jack rod 161.

천장프레임(111)이 천장프레임지지체상승유압잭(162)에 결합되기 전 유압잭(205)을 통해 기초지지벽(202)에 지지된다.The ceiling frame 111 is supported by the foundation support wall 202 through the hydraulic jack 205 before being coupled to the ceiling frame support lifting hydraulic jack 162.

사일로벽체거푸집형성단계(Silo wall formwork forming step ( S117S117 ))

거푸집외부패널고정수평부재(136)와 거푸집내부패널고정수평부재(135)에 폼패널을 결합하여 사일로벽체의 횡단면에 대응하는 사이공간을 갖는 사일로벽체거푸집(113)을 형성한다.The form panel is coupled to the formwork outer panel fixed horizontal member 136 and the formwork inner panel fixed horizontal member 135 to form a silo wall formwork 113 having an interspace corresponding to the cross section of the silo wall.

여기서 사일로벽체거푸집(113)의 형성은 그 내부공간이 사일로벽체의 단면과 동일한 형태가 되도록 이루어진다.Here, the silo wall formwork 113 is formed so that its internal space is the same as the cross section of the silo wall.

천장프레임보강지지단계(Ceiling frame reinforcement support step ( S118S118 ))

천장프레임(111)을 지면에 대하여 보강 지지하는 방법을 설명하면 다음과 같다.Referring to the method of reinforcing the ceiling frame 111 with respect to the ground as follows.

먼저 프레임보강지지체바디부(151)와, 프레임보강지지체바디부(151)의 상단에 승강가능하도록 설치된 보강승강부(152)를 포함하는 프레임지지체(150)를 제작한다.First, a frame support body 150 including a frame reinforcement support body part 151 and a reinforcement lift part 152 installed on the upper end of the frame reinforcement support body part 151 is provided.

프레임보강지지체바디부(151)는 트러스(Truss)구조 형태로 제작되는 것이 바람직하다.Frame reinforcement support body 151 is preferably manufactured in the form of a truss (Truss) structure.

보강승강부(152)는 나사식 잭(Screw jack)을 사용하여 구현할 수 있다.The reinforcement elevating unit 152 may be implemented using a screw jack.

다음에 프레임보강지지체바디부(151)가 지면에 지지되고 천장프레임(111)이 보강승강부(152)에 지지되도록 프레임지지체(150)를 격벽(202b)의 상단에 설치한다.Next, the frame reinforcement support body 151 is supported on the ground, and the frame support 150 is installed on the upper end of the partition wall 202b so that the ceiling frame 111 is supported by the reinforcement lift 152.

천장프레임(111)을 지면에 대하여 보강 지지하는 단계는 천장프레임(111)을 천장프레임지지체(170)에 고정하기 전에 이루어지는 것이 바람직하다.Reinforcing and supporting the ceiling frame 111 with respect to the ground is preferably made before fixing the ceiling frame 111 to the ceiling frame support 170.

천장프레임(111)에 대한 천장프레임지지체(170)의 지지상태는 첫 번째 단위사일로벽체구간이 형성된 후 보강승강부(152)를 하강 조작하여 해제된다.The support state of the ceiling frame support 170 for the ceiling frame 111 is released by lowering the reinforcing elevating unit 152 after the first unit silo wall section is formed.

천장프레임고정단계(Ceiling frame fixing step S119S119 ))

천장프레임(111)을 천장프레임지지체(170)에 고정하는 방법을 상세히 설명하면 다음과 같다.Hereinafter, a method of fixing the ceiling frame 111 to the ceiling frame support 170 will be described in detail.

먼저 프레임고정판(114)을 프레임다리(111a)에 일 대 일로 대응하도록 천장프레임(111)에 결합한다.First, the frame fixing plate 114 is coupled to the ceiling frame 111 to correspond one-to-one to the frame leg (111a).

다음에 천장프레임부재연결하부수평부재(174)에 판지지형강(119)을 결합한다.Next, the cardboard frame steel 119 is coupled to the ceiling frame member connecting lower horizontal member 174.

다음에 프레임고정판(114)을 판지지형강(119)에 결합시켜 천장프레임(111)을 천장프레임지지체(170))에 고정시킨다.Next, the frame fixing plate 114 is coupled to the cardboard terrain steel 119 to fix the ceiling frame 111 to the ceiling frame support 170.

이와 같이 천장프레임(111)이 천장프레임지지체(170)에 고정된 상태에서 천장프레임(111)은 천장프레임지지체(170)와 함께 상승할 수 있게 된다.As such, the ceiling frame 111 may be raised together with the ceiling frame support 170 in a state where the ceiling frame 111 is fixed to the ceiling frame support 170.

지지체상승단계(Support rise step ( S120S120 ))

거푸집지지체(120)는 거푸집지지체상승유압잭(142)의 피스톤로드와 거푸집지지체상승상부클램프(143)를 상승시키는 동작과 거푸집지지체상승유압잭(142)과 거푸집지지체상승하부클램프(144)는 상승시키는 동작을 1회 반복할 때마다 일정높이구간만큼 상승된다. 거푸집지지체(120)가 상승하는 거리만큼 사일로벽체거푸집(113)도 상승하게 된다.The form support 120 is an operation of raising the piston rod and the form support riser upper clamp 143 of the form support riser hydraulic jack 142 and the form support riser hydraulic jack 142 and the form support riser lower clamp 144 are raised Each time you repeat, it is increased by a certain height. The silo wall formwork 113 also rises as far as the formwork support 120 rises.

그리고 천장프레임지지체(170)는 천장프레임지지체상승유압잭(162)의 피스톤로드와 천장프레임지지체상승상부클램프(163)를 상승시키는 동작과 천장프레임지지체상승유압잭(162)과 천장프레임지지체상승하부클램프(164)는 상승시키는 동작을 1회 반복할 때마다 일정높이구간만큼 상승된다. 천장프레임지지체(170)가 상승하는 거리만큼 천장프레임(111)도 상승하게 된다.And the ceiling frame support 170 is an operation of raising the piston rod and the ceiling frame support upward hydraulic clamp 163 of the ceiling frame support upward hydraulic jack 162 and the ceiling frame support upward hydraulic jack 162 and the ceiling frame support upward lower clamp ( 164 is increased by a predetermined height section each time the ascending operation is repeated once. The ceiling frame 111 also rises as much as the ceiling frame support 170 rises.

여기서 거푸집지지체(120)의 상승동작과 천장프레임지지체(170)의 상승동작은 동시에 동일한 거리만큼 상승되도록 실시된다.In this case, the lifting operation of the form support 120 and the lifting operation of the ceiling frame support 170 are simultaneously performed by the same distance.

사일로벽체형성단계(Silo wall formation step ( S121S121 ))

사일로벽체(201)를 기초지지면(202a)에 형성하는 과정을 도29 및 도30을 참조하여 설명하면 다음과 같다.A process of forming the silo wall 201 on the base ground surface 202a will be described with reference to FIGS. 29 and 30.

먼저 사일로벽체거푸집(113)의 내부공간에서 기초지지면(202a)에 지지되도록 철근을 배근한다(S011).First, the reinforcing bar is reinforced so as to be supported by the base ground surface 202a in the inner space of the silo wall formwork 113 (S011).

다음에 사일로벽체거푸집(113)의 내부공간에 콘크리트를 타설한다(S012).Next, the concrete is poured into the inner space of the silo wall formwork 113 (S012).

다음에 사일로벽체거푸집(113)의 내부공간에 타설된 콘크리트를 양생한다(S013).Next, the concrete placed in the interior space of the silo wall formwork 113 is cured (S013).

콘크리트양생공정이 완료되면 단위구간사일로벽체가 형성된다.When the concrete curing process is completed, the unit section silo wall is formed.

다음에 거푸집지지체상승구동부(140)와 천장프레임지지체상승구동부(160)를 동시에 조작하여 거푸집지지체(120), 사일로벽체거푸집(113), 천장프레임지지체(170) 및 천장프레임(111)을 일정구간만큼 상승시킨다.Next, by simultaneously operating the formwork support riser 140 and the ceiling frame supporter riser 160, the formwork support 120, the silo wall formwork 113, the ceiling frame supporter 170 and the ceiling frame 111 are fixed to a certain section. Increase by.

다음에 S011 내지 S013 과정을 반복하여 단위구간사일로벽체를 형성한다.Next, repeating the steps S011 to S013 to form a unit section silo wall.

전술한 단위구간사일로벽체를 형성하는 과정을 사일로벽체(201)의 목표높이까지 반복하면 사일로벽체(201)가 기초지지면(202a)에 기립된 상태로 완성된다.When the above-described process of forming the unit section silo wall is repeated up to the target height of the silo wall 201, the silo wall 201 is completed in a state where the silo wall 201 is standing on the base ground surface 202a.

천장프레임사일로벽체고정단계(Ceiling frame silo wall fixing step ( S122S122 ))

사일로벽체(201)가 형성된 후 천장프레임(111)을 사일로벽체(201)에 고정하는 방법을 도31 및 도32를 참조하여 설명하면 다음과 같다.A method of fixing the ceiling frame 111 to the silo wall 201 after the silo wall 201 is formed will be described with reference to FIGS. 31 and 32.

먼저 앵커볼트(115)를 천장프레임(111)에 설치한다.First, anchor bolts 115 are installed on the ceiling frame 111.

앵커볼트(115)의 설치는 거푸집지지체(120)가 단위구간사일로벽체의 마지막 층을 형성하는 위치로 상승되었을 때 사일로벽체거푸집(113)의 내부로 진입하도록 이루어진다.Installation of the anchor bolt 115 is made to enter into the silo wall formwork 113 when the form support 120 is raised to a position forming the last layer of the unit section silo wall.

다음에 사일로벽체(201)의 형성이 완료된 후 앵커볼트(115)가 매몰되도록 천장프레임(111)과 사일로벽체(201) 사이에 콘크리트를 타설하여 고정블럭(116)을 형성한다.Next, after the formation of the silo wall 201 is completed, the fixed block 116 is formed by pouring concrete between the ceiling frame 111 and the silo wall 201 so that the anchor bolt 115 is buried.

여기서 고정블럭(116)은 사일로벽체(201)보다 큰 두께를 가지고 사일로벽체(201)에 대하여 외측을 향해 절곡된 형태로 형성할 수도 있다.The fixed block 116 may have a thickness greater than that of the silo wall 201 and may be formed to be bent outward with respect to the silo wall 201.

그리고 고정블럭(116)의 형성은 사일로벽체거푸집(113)과 별개로 천장프레임(111)과 사일로벽체(201) 사이에 거푸집을 설치하고 배근과정, 콘크리트타설과정, 양생과정을 거쳐 실시할 수 있다.In addition, the formation of the fixed block 116 may be carried out by installing the formwork between the ceiling frame 111 and the silo wall 201 separately from the silo wall formwork 113 and through the reinforcement process, concrete pouring process, and curing process. .

다음에 천장프레임(111)이 고정블럭(116)의 상면에 지지된 상태로 앵커볼트(115)에 천장프레임(111)을 결합시킨다.Next, the ceiling frame 111 is coupled to the anchor frame 115 to the anchor bolt 115 while being supported on the upper surface of the fixed block 116.

천장프레임지지체분리단계Ceiling frame support separation step (123)(123)

천장프레임(111)이 사일로벽체(201)에 고정된 후 천장프레임(111)으로부터 천장프레임지지체(170)를 분리한다.After the ceiling frame 111 is fixed to the silo wall 201, the ceiling frame support 170 is separated from the ceiling frame 111.

거푸집지지체분리단계(Formwork support separation step ( S124S124 ))

사일로벽체(201)로부터 거푸집지지체(120)를 분리한다.The formwork support 120 is separated from the silo wall 201.

사일로벽체거푸집분리단계(Silo wall formwork separating step ( S125S125 ))

거푸집지지체(120)로부터 사일로벽체거푸집(113)을 분리한다.The silo wall formwork 113 is separated from the formwork support 120.

그런데 종래의 탑사일로시공방법에 따르면, 천장프레임지지체(170)가 거푸집지지체(120)에 결합되어 천장프레임지지체(170)가 거푸집지지체(120)와 일체로 상승하기 때문에 거푸집지지체상승구동부(140)의 상승구동동작과 천장프레임지지체상승구동부(160)의 상승구동동작을 연동제어해야 한다는 문제점이 있었다.However, according to the conventional top silo construction method, since the ceiling frame support 170 is coupled to the form support 120 so that the ceiling frame support 170 rises integrally with the form support 120, the form support riser driving unit 140. There was a problem in that the upward driving operation and the upward drive operation of the ceiling frame support riser driving unit 160 must be interlocked control.

그리고 천장프레임지지체(170)가 거푸집지지체(120)에 결합되어 있기 때문에 천장프레임(111)에 가해지는 외부 힘(바람 등)에 의해 거푸집지지체(120)의 초기 설치상태를 안정적으로 유지할 수 없다는 문제점이 있었다.In addition, since the ceiling frame support 170 is coupled to the form support 120, the initial installation state of the form support 120 may not be stably maintained by an external force (such as wind) applied to the ceiling frame 111. There was this.

또한 천장프레임지지체(170)가 거푸집지지체(120)에 결합되어 있기 때문에 거푸집지지체(120)의 기울어짐(단위구간사일로벽체를 형성할 때 햇빛 등의 영향을 받아 위치에 따라 양생속도가 달라지는 경우 등의 이유로 거푸집지지체의 상승속도가 차이가 발생하고 이에 따라 한 쪽으로 기울어지는 현상이 발생할 수 있음)은 그대로 천장프레임(111)에 전달된다는 문제점이 있었다. 천장프레임(111)이 기울어지면 천장프레임(111)이 무너지거나 천장프레임(111)에 외부투입장치 등을 설치하기 어렵다는 2차적인 문제점이 발생한다.In addition, since the ceiling frame support 170 is coupled to the form support 120, the form support 120 is tilted (when the curing speed varies depending on the location due to sunlight, etc. when forming the unit section silo wall, etc.). For this reason, there is a problem that the rise speed of the form support may be different, and accordingly, the phenomenon of tilting to one side may be transmitted to the ceiling frame 111 as it is. When the ceiling frame 111 is inclined, a secondary problem occurs that the ceiling frame 111 collapses or it is difficult to install an external input device in the ceiling frame 111.

따라서 본 발명의 목적은, 거푸집지지체상승구동부의 상승구동동작과 천장프레임지지체상승구동부의 상승구동동작을 독립적으로 제어할 수 있고, 사일로벽체를 형성하는 동안 거푸집지지체와 천장프레임 간의 상호 간섭을 줄일 수 있도록 한 탑사일로시공방법을 제공하는 것이다.Therefore, an object of the present invention, it is possible to independently control the rising drive operation of the form support riser drive and the rising drive operation of the ceiling frame support riser drive independently, it is possible to reduce the mutual interference between the form support and the ceiling frame while forming the silo wall. One way to do this is to provide a top silo construction method.

상기 목적은, 본 발명에 따라, 탑모양의 사일로벽체와 사일로천장의 뼈대를 형성하도록 상기 사일로벽체의 상단에 고정되는 천장프레임를 갖는 탑사일로를 시공하기 위한 탑사일로시공방법에 있어서, 상기 천장프레임을 제작하는 천장프레임제작단계와; 상단에 기초지지면를 갖는 기초지지벽을 형성하는 기초지지벽형성단계와; 상기 기초지지벽에 지지되고 상기 기초지지면에 대하여 상승이동할 수 있도록 거푸집지지체를 설치하는 거푸집지지체설치단계와; 상기 거푸집지지체보다 높은 위치에 배치되고 상기 기초지지벽에 지지되고 상기 기초지지면에 대하여 상승이동할 수 있도록 천장프레임지지체를 설치하는 천장프레임지지체설치단계와; 상기 거푸집지지체에 폼패널을 결합하여 상기 사일로벽체의 횡단면에 대응하는 사이 공간을 갖는 사일로벽체거푸집을 형성하는 사일로벽체거푸집형성단계와; 상기 천장프레임지지체와 함께 상승이동할 수 있도록 상기 천장프레임을 상기 천장프레임지지체에 고정하는 천장프레임고정단계와; 상기 거푸집지지체를 상승시키기 위한 거푸집지지체상승구동부와 상기 천장프레임지지체를 상승시키기 위한 천장프레임지지체상승구동부를 사용하여 상기 거푸집지지체와 상기 천장프레임지지체를 각각 단계적으로 상승시키는 지지체상승단계와; 상기 사일로벽체거푸집의 내부공간에 철근을 배근하는 철근배근공정(S011)과 상기 사일로벽체거푸집의 내부공간에 콘크리트를 타설하는 콘크리트타설공정(S012)과 상기 사일로벽체거푸집의 내부공간에 타설된 콘크리트를 양생하는 콘크리트양생공정(S013)을 거쳐 단위구간사일로벽체를 형성하는 과정을 반복하는 방법으로 상기 사일로벽체를 상기 기초지지면에 형성하는 사일로벽체형성단계와; 상기 사일로벽체를 형성한 후 상기 천장프레임을 상기 사일로벽체에 고정하는 천장프레임사일로벽체고정단계와; 상기 천장프레임을 상기 사일로벽체에 고정한 후 상기 천장프레임으로부터 상기 천장프레임지지체를 분리하는 천장프레임지지체분리단계를 포함하는 것을 특징으로 하는 탑사일로시공방법에 의해 달성된다.The above object, according to the present invention, in the top silo construction method for constructing a top silo having a ceiling frame fixed to the top of the silo wall to form a skeleton of the silo wall and silo ceiling, the ceiling frame, Manufacturing a ceiling frame manufacturing step; A base support wall forming step of forming a base support wall having a base support surface at an upper end thereof; A form support mounting step of installing a form support to be supported by the base support wall and to move upward with respect to the base support surface; A ceiling frame support mounting step of installing a ceiling frame support disposed at a position higher than the formwork support and supported by the base support wall to move upward with respect to the base support surface; A silo wall formwork forming step of forming a silo wall formwork having an interspace corresponding to a cross section of the silo wall by coupling a foam panel to the form support; A ceiling frame fixing step of fixing the ceiling frame to the ceiling frame support to move upward with the ceiling frame support; A support raising step of raising the form support and the ceiling frame support step by step using a form support rise driving unit for raising the form support and a ceiling frame support raising drive unit for raising the ceiling frame support; Reinforcing bar reinforcement step (S011) for reinforcing the reinforcing bar in the inner space of the silo wall formwork and concrete placing process (S012) for placing concrete in the inner space of the silo wall formwork and the concrete placed in the inner space of the silo wall formwork A silo wall forming step of forming the silo wall on the base ground by repeating a process of forming a unit section silo wall through curing curing step (S013); A ceiling frame silo wall fixing step of fixing the ceiling frame to the silo wall after forming the silo wall; And a ceiling frame support separation step of separating the ceiling frame support from the ceiling frame after fixing the ceiling frame to the silo wall.

여기서 거푸집지지체를 이용하여 천장프레임이 기울어지는 것을 방지할 수 있도록, 상기 천장프레임지지체설치단계는 천장프레임지지체바디부와 상기 거푸집지지체의 상단보다 낮은 위치에 도달하도록 상기 천장프레임지지체바디부로부터 연장형성된 흔들림방지내측다리부와 상기 흔들림방지내측다리부와의 사이에 상기 거푸집지지체가 진입할 수 있는 공간이 형성되고 상기 거푸집지지체의 상단보다 낮은 위치에 도달하도록 상기 천장프레임지지체바디부로부터 연장형성된 흔들림방지외측다리부를 갖도록 상기 천장프레임지지체를 제작하고, 상기 흔들림방지내측다리부와 상기 흔들림방지외측다리부와의 사이에 상기 거푸집지지체가 진입한 상태에서 상기 천장프레임지지체바디부를 통해 상기 기초지지벽에 지지되도록 실시되는 것이 바람직하다.Here, the ceiling frame support installation step is formed to extend from the ceiling frame support body portion to reach a lower position than the top of the ceiling frame support body portion and the form support to prevent the ceiling frame is inclined by using the form support. An anti-shake extending from the ceiling frame support body to form a space between the anti-shake inner leg and the anti-shake inner leg to reach a position lower than an upper end of the die support. The ceiling frame support is manufactured to have an outer leg, and is supported by the ceiling frame support body through the ceiling frame support body in a state where the form support enters between the anti-shake inner leg and the anti-shake outer leg. To be carried out It is.

그리고 천장프레임을 사일로벽체에 고정하는 동안 천장프레임의 지지상태를 보강할 수 있도록, 마지막 단위구간사일로벽체를 형성하기 위해 상기 S011 내지 S013 공정을 실시할 때 상기 천장프레임지지체를 지지할 수 있도록 상기 사일로벽체거푸집에 천장프레임보조지지체를 설치하는 천장프레임보조지지체설치단계를 더 포함하는 것이 바람직하다.And the silo to support the ceiling frame support when performing the step S011 to S013 to form the last unit section silo wall to reinforce the support state of the ceiling frame while fixing the ceiling frame to the silo wall It is preferable to further include a ceiling frame auxiliary support installation step of installing the ceiling frame auxiliary support to the wall formwork.

삭제delete

따라서 본 발명에 따르면, 기초지지벽에 지지되도록 거푸집지지체를 설치하고 거푸집지지체와 독립적으로 기초지지벽에 지지되도록 천장프레임지지체를 설치하는 한편, 거푸집지지체와 천장프레임지지체를 각각 단계적으로 상승시키도록 함으로써, 거푸집지지체상승구동부의 상승구동동작과 천장프레임지지체상승구동부의 상승구동동작을 독립적으로 제어할 수 있고, 사일로벽체를 형성하는 동안 거푸집지지체와 천장프레임 간의 상호 간섭 즉, 사일로벽체거푸집과 천장프레임 간의 상호 간섭을 줄일 수 있다.
사일로벽체를 형성하는 동안 사일로벽체거푸집과 천장프레임 간의 상호 간섭을 줄일 수 있게 되면 사일로벽체를 형성하는 동안 사일로벽체거푸집의 기울어짐 현상(단위구간사일로벽체를 형성할 때 햇빛 등의 영향을 받아 위치에 따라 양생속도가 달라지는 경우 등의 이유로 거푸집지지체의 상승속도가 차이가 발생하고 이에 따라 한 쪽으로 거푸집지지체가 기울어지는 현상이 발생할 수 있음)이 천장프레임에 전달되는 것을 방지할 수 있게 된다. 이에 따라 천장프레임이 무너지거나 천장프레임에 외부투입장치 등을 설치하기 어렵게 된다는 종래의 문제점을 해결할 수 있다.
나아가 천장프레임에 가해지는 외부 힘(바람 등)에 의해 사일로벽체를 형성하는 동안 사일로벽체거푸집(거푸집지지체)의 기울어짐 현상이 발생하는 것을 방지하여 사일로벽체를 안정적으로 형성할 수 있다.Therefore, according to the present invention, by installing the formwork support to be supported on the foundation support wall and the ceiling frame support to be supported on the foundation support wall independent of the formwork support, while increasing the formwork support and ceiling frame support step by step respectively In addition, it is possible to independently control the up-driving operation of the form support riser driving part and the up-driving operation of the ceiling frame support rising drive part, and mutual interference between the form support and the ceiling frame during forming the silo wall, Mutual interference can be reduced.
When the silo wall formwork and the ceiling frame can reduce the mutual interference while the silo wall is formed, the tilting of the silo wall formwork during formation of the silo wall (when forming the unit section silo wall is affected by sunlight, etc.). As a result, if the curing speed is changed, the ascending speed of the form support may be different, and thus, the form support may be inclined to one side), thereby preventing transmission of the formwork to the ceiling frame. Accordingly, it is possible to solve the conventional problem that the ceiling frame is collapsed or it is difficult to install an external input device to the ceiling frame.
Furthermore, the silo wall can be stably formed by preventing the tilting of the silo wall formwork (form support) while the silo wall is formed by the external force (wind, etc.) applied to the ceiling frame.

도1은 본 발명의 일 실시예에 따른 탑사일로시공방법에 따라 설치된 기초지지벽, 거푸집지지체, 천장프레임지지체, 프레임보강지지체 및 천장프레임의 배치관계를 도시한 도면,
도2는 도1에 도시된 기초지지벽, 거푸집지지체 및 천장프레임지지체 영역의 상세도,
도3은 본 발명의 일 실시예에 따른 거푸집지지체, 가동작업대 및 고정작업대의 설치상태를 도시한 도면,
도4는 본 발명의 일 실시예에 따른 천장프레임지지체의 설치상태를 도시한 도면,
도5는 본 발명의 일 실시예에 따른 거푸집지지체와 천장프레임지지체의 설치상태를 도시한 도면,
도6 및 도7은 각각 본 발명의 일 실시예에 따른 천장프레임이 천장프레임지지체에 고정된 상태를 도시한 도면,
도8은 도1에 도시된 프레임보강지지체의 일부를 도시한 도면,
도9, 도10, 및 도11은 각각 본 발명의 일 실시예에 따라 사일로벽체를 형성하는 방법을 도시한 도면,
도12 및 도13은 각각 본 발명의 일 실시예에 따라 천장프레임을 사일로벽체에 고정하는 방법으로 도시한 도면,
도14는 본 발명의 일 실시예에 따른 탑사일로시공방법의 흐름도,
도15는 본 발명의 다른 실시예에 따른 메인거푸집지지체, 천장프레임지지체 및 보조거푸집지지체의 설치상태를 도시한 도면,
도16, 도17 및 도18은 각각 본 발명의 다른 실시예에 따라 사일로벽체를 형성하는 방법을 도시한 도면,
도19는 본 발명의 또 다른 실시예에 따른 거푸집지지체, 천장프레임지지체 및 천장프레임보조지지체의 설치상태를 도시한 도면,
도20은 본 발명의 또 다른 실시예에 따라 사일로벽체를 형성하는 방법을 도시한 도면,
도21은 종래의 탑사일로시공방법에 따라 설치된 기초지지벽, 거푸집지지체, 천장프레임지지체, 프레임보강지지체 및 천장프레임의 배치관계를 도시한 도면,
도22는 도21에 도시된 기초지지벽, 거푸집지지체 및 천장프레임지지체 영역의 상세도,
도23은 종래의 탑사일로시공방법에 따른 거푸집지지체, 가동작업대 및 고정작업대의 설치상태를 도시한 도면,
도24는 종래의 탑사일로시공방법에 따른 천장프레임지지체의 설치상태를 도시한 도면,
도25는 종래의 탑사일로시공방법에 따른 거푸집지지체와 천장프레임지지체의 설치상태를 도시한 도면,
도26 및 도27은 각각 종래의 탑사일로시공방법에 따른 천장프레임이 천장프레임지지체에 고정된 상태를 도시한 도면,
도28는 도21에 도시된 프레임보강지지체의 일부를 도시한 도면,
도29 및 도30은 각각 종래의 탑사일로시공방법에 따라 사일로벽체를 형성하는 방법을 도시한 도면,
도31 및 도32는 종래의 탑사일로시공방법에 따라 천장프레임을 사일로벽체에 고정하는 방법으로 도시한 도면,
도33은 종래의 탑사일로시공방법에 따른 탑사일로시공방법의 흐름도이다.1 is a view showing the layout relationship of the foundation support wall, formwork support, ceiling frame support, frame reinforcement support and ceiling frame installed according to the top silo construction method according to an embodiment of the present invention,
FIG. 2 is a detailed view of the area of the base support wall, the form support and the ceiling frame support shown in FIG.
Figure 3 is a view showing the installation state of the formwork support, the movable workbench and the fixed workbench according to an embodiment of the present invention,
4 is a view showing an installation state of the ceiling frame support according to an embodiment of the present invention,
5 is a view showing an installation state of the formwork support and the ceiling frame support according to an embodiment of the present invention,
6 and 7 are views showing a state in which the ceiling frame is fixed to the ceiling frame support, respectively, according to an embodiment of the present invention;
8 is a view showing a part of the frame reinforcement support shown in FIG.
9, 10, and 11 respectively illustrate a method of forming a silo wall according to an embodiment of the present invention;
12 and 13 are diagrams respectively showing a method of fixing a ceiling frame to a silo wall according to an embodiment of the present invention;
14 is a flowchart of a top silo construction method according to an embodiment of the present invention;
15 is a view showing the installation state of the main formwork support, the ceiling frame support and the auxiliary formwork support according to another embodiment of the present invention;
16, 17 and 18 respectively illustrate a method of forming a silo wall according to another embodiment of the present invention;
19 is a view showing the installation state of the formwork support, the ceiling frame support and the ceiling frame auxiliary support according to another embodiment of the present invention;
20 illustrates a method of forming a silo wall according to another embodiment of the present invention;
FIG. 21 is a view showing an arrangement relationship between a foundation support wall, a form support, a ceiling frame support, a frame reinforcement support, and a ceiling frame installed according to a conventional top silo construction method; FIG.
FIG. 22 is a detailed view of the area of the base support wall, the form support and the ceiling frame support shown in FIG. 21;
Figure 23 is a view showing the installation state of the formwork support, the movable workbench and the fixed workbench according to the conventional top silo construction method,
24 is a view showing an installation state of the ceiling frame support according to the conventional top silo construction method,
25 is a view showing an installation state of the formwork support and the ceiling frame support according to the conventional top silo construction method;
26 and 27 are views illustrating a state in which the ceiling frame is fixed to the ceiling frame support according to the conventional top silo construction method, respectively.
28 is a view showing a part of the frame reinforcing supporter shown in FIG. 21;
29 and 30 respectively show a method of forming a silo wall according to a conventional top silo construction method;
31 and 32 are views showing a method of fixing a ceiling frame to a silo wall according to a conventional top silo construction method;
33 is a flowchart of a top silo construction method according to a conventional top silo construction method.

이하에서, 첨부도면을 참조하여 본 발명을 상세히 설명하기로 한다.Hereinafter, the present invention will be described in detail with reference to the accompanying drawings.

도1은 본 발명의 일 실시예에 따른 탑사일로시공방법에 따라 설치된 기초지지벽, 거푸집지지체, 천장프레임지지체, 프레임보강지지체 및 천장프레임의 배치관계를 도시한 도면이고, 도2는 도1에 도시된 기초지지벽, 거푸집지지체 및 천장프레임지지체 영역의 상세도이고, 도3은 본 발명의 일 실시예에 따른 거푸집지지체, 가동작업대 및 고정작업대의 설치상태를 도시한 도면이고, 도4는 본 발명의 일 실시예에 따른 천장프레임지지체의 설치상태를 도시한 도면이고, 도5는 본 발명의 일 실시예에 따른 거푸집지지체와 천장프레임지지체의 설치상태를 도시한 도면이고, 도6 및 도7은 각각 본 발명의 일 실시예에 따른 천장프레임이 천장프레임지지체에 고정된 상태를 도시한 도면이고, 도8은 도1에 도시된 프레임보강지지체의 일부를 도시한 도면이고, 도14는 본 발명의 일 실시예에 따른 탑사일로시공방법의 흐름도이다.1 is a view showing the layout relationship of the foundation support wall, formwork support, ceiling frame support, frame reinforcement support and ceiling frame installed in accordance with the top silo construction method according to an embodiment of the present invention, Figure 2 Figure 3 is a detailed view of the basic support wall, formwork support and ceiling frame support region shown, Figure 3 is a view showing the installation of the formwork, movable workbench and stationary workbench according to an embodiment of the present invention, Figure 4 5 is a view showing an installation state of the ceiling frame support according to an embodiment of the present invention, Figure 5 is a view showing an installation state of the formwork support and the ceiling frame support according to an embodiment of the present invention, Figures 6 and 7 Is a view showing a state in which the ceiling frame is fixed to the ceiling frame support according to an embodiment of the present invention, Figure 8 is a view showing a part of the frame reinforcement support shown in Figure 1, Figure 1 4 is a flowchart of a top silo construction method according to an embodiment of the present invention.

천장프레임제작단계(Ceiling frame production stage S11S11 ))

강재나 강성 플라스틱을 사용하여 다수의 프레임다리(11a)를 갖는 천장프레임(11)을 제작한다.The ceiling frame 11 having a plurality of frame legs 11a is manufactured using steel or rigid plastic.

기초지지벽형성단계(Foundation support wall forming step S12S12 ))

지면에 거푸집을 설치하고 콘크리트를 타설하는 등의 방법으로 기초지지벽(202)을 형성한다.The foundation support wall 202 is formed by installing formwork on the ground and placing concrete.

기초지지벽(202)은 상단에 기초지지면(202a)을 갖도록 형성되고, 내부에는 저장물을 분리하기 위한 격벽(202b)이 다수 개 형성될 수 있다.The base support wall 202 is formed to have a base support surface 202a at an upper end thereof, and a plurality of partition walls 202b may be formed therein to separate the storage.

지지체상승구동부설치(Support lift drive installation S13S13 ))

먼저 거푸집지지체(20)를 상승시키기 위한 거푸집지지체상승구동부(40)와, 천장프레임지지체(70)를 상승시키기 위한 천장프레임지지체상승구동부(60)를 설치한다.First, the form support body elevating unit 40 for raising the formwork support 20 and the ceiling frame support elevating unit 60 for raising the ceiling frame support 70 are installed.

거푸집지지체상승구동부(40)는 거푸집지지체상승잭로드(41, Jack Rod), 거푸집지지체상승유압잭(42), 거푸집지지체상승상부클램프(43), 거푸집지지체상승하부클램프(44), 거푸집지지체상승유압펌프(도시되지 않음)를 다음과 같은 방법으로 설치함으로써 구성할 수 있다.The die support riser driving part 40 is a die support riser jack rod (41, Jack Rod), form support riser hydraulic jack (42), form support riser upper clamp (43), form support riser lower clamp (44), form support riser hydraulic pressure A pump (not shown) can be comprised by installing in the following way.

거푸집지지체상승잭로드(41)는 일정간격으로 이격되도록 기초지지면(202a) 상에 기립 설치한다. 거푸집지지체상승잭로드(41)는 사일로벽체(201) 형성공정이 진행되는 동안 나사결합방법으로 그 길이구간이 연장된다.The form support rising jack rod 41 is standing on the base support surface 202a so as to be spaced at a predetermined interval. The form support rise jack rod 41 is extended in length by a screwing method during the silo wall 201 forming process.

그리고 거푸집지지체상승잭로드(41)는 기초지지벽(202)의 내부로 삽입되도록 설치된다.And the die support rise jack rod 41 is installed to be inserted into the base support wall (202).

거푸집지지체상승유압잭(42)은 거푸집지지체상승유압잭(42)의 내부로 거푸집지지체상승잭로드(41)가 상하방향을 따라 통과하도록 설치된다.The die supporting body lifting hydraulic jack 42 is installed so that the die supporting body raising jack rod 41 passes along the up and down direction inside the die supporting body raising hydraulic jack 42.

거푸집지지체상승유압잭(42)은 각 거푸집지지체상승잭로드(41)에 하나씩 설치된다.The die support lifting hydraulic jacks 42 are provided at each die support rising jack rod 41.

거푸집지지체상승상부클램프(43)는 거푸집지지체상승유압잭(42)의 피스톤로드에 결합되어 있고, 거푸집지지체상승유압잭(42)의 상측에 배치되도록 거푸집지지체상승잭로드(41)에 결합되어 있다. 거푸집지지체상승상부클램프(43)에는 거푸집지지체상승잭로드(41)를 타고 하강하는 것이 저지되도록 이(Teeth)가 형성되어 있다.The form support riser clamp 43 is coupled to the piston rod of the form support riser hydraulic jack 42, and is coupled to the form support riser jack rod 41 so as to be disposed above the form support riser hydraulic jack 42. Teeth is formed in the die support rise-up clamp 43 so as to prevent descending on the die support rise-up jack rod 41.

거푸집지지체상승하부클램프(44)는 거푸집지지체상승유압잭(42)에 결합되어 있고 거푸집지지체상승유압잭(42)의 하측에 배치되도록 거푸집지지체상승잭로드(41)에 결합되어 있다. 거푸집지지체상승하부클램프(44)에는 거푸집지지체상승잭로드(41)를 타고 하강하는 것이 저지되도록 이(Teeth)가 형성되어 있다.The form support rise lower clamp 44 is coupled to the form support rise hydraulic jack 42 and is coupled to the form support rise lift jack 42 so as to be disposed below the form support rise hydraulic jack 42. Teeth is formed in the die supporting body lower lower clamp 44 so as to prevent the lowering of the die supporting body upward jack rod 41 from being lowered.

거푸집지지체상승유압펌프(도시되지 않음)는 거푸집지지체상승유압잭(42)에 고압의 오일을 공급한다.The form support rise hydraulic pump (not shown) supplies a high pressure oil to the form support rise hydraulic jack 42.

전술한 구성을 갖는 거푸집지지체상승구동부(40)의 동작을 설명하면 다음과 같다.Referring to the operation of the formwork support driving unit 40 having the above-described configuration is as follows.

먼저 거푸집지지체상승유압펌프(도시되지 않음)로부터 실린더의 피스톤 하측공간으로 고압의 오일이 공급될 때 거푸집지지체상승하부클램프(44)는 하강하지 아니하기 때문에 피스톤로드와 거푸집지지체상승상부클램프(43)는 상승하게 된다.First, when the high pressure oil is supplied from the formwork support hydraulic pressure pump (not shown) to the piston lower space of the cylinder, the formwork support elevation lower clamp 44 does not lower, so the piston rod and the formwork elevation support clamp 43 Will rise.

다음에 거푸집지지체상승유압펌프(도시되지 않음)로부터 실린더의 피스톤 상측공간으로 고압의 오일이 공급될 때 거푸집지지체상승상부클램프(43)와 피스톤로드는 하강하지 않기 때문에 거푸집지지체상승유압잭(42)과 거푸집지지체상승하부클램프(44)는 상승하게 된다.Next, when the high pressure oil is supplied from the formwork support hydraulic pump (not shown) to the piston upper space of the cylinder, the formwork support lift hydraulic clamp 43 and the piston rod do not descend so that the formwork support hydraulic booster jack 42 and The form support rise lower clamp 44 is raised.

이와 같이 피스톤로드와 거푸집지지체상승상부클램프(43)를 상승시키는 동작과 거푸집지지체상승유압잭(42)과 거푸집지지체상승하부클램프(44)는 상승시키는 동작을 1회 반복할 때마다 거푸집지지체상승유압잭(42)에 결합된 물체는 일정높이구간만큼 상승시킬 수 있다.As such, the piston rod and the die supporting body upward hydraulic clamp 43 are raised, and the die support hydraulically rising jack 42 and the die support upward and downward clamp 44 each time the operation of raising the die supporting body upward hydraulic jack ( The object coupled to 42 can be raised by a certain height.

이러한 구성을 갖는 거푸집지지체상승구동부(40)의 구성과 동작은 종래의 슬립폼(Slip Form) 공법에 그대로 적용하고 있으므로 상세한 설명은 생략하기로 한다.Since the configuration and operation of the form support riser driving unit 40 having such a configuration are applied to the conventional slip form method as it is, detailed description thereof will be omitted.

천장프레임지지체상승구동부(60)는 거푸집지지체상승구동부(40)와 동일한 구조와 기능을 갖는 천장프레임지지체상승잭로드(61, Jack Rod), 천장프레임지지체상승유압잭(62), 천장프레임지지체상승상부클램프(63), 천장프레임지지체상승하부클램프(64), 천장프레임지지체상승유압펌프(도시되지 않음)를 다음과 같은 방법으로 설치함으로써 구성할 수 있다.The ceiling frame support lift drive unit 60 is a ceiling frame support lift jack rod (61, Jack Rod), the ceiling frame support lift hydraulic jack 62 having the same structure and function as the die support lift drive unit (40), ceiling frame support lift lift unit The clamp 63, the ceiling frame support rising lower clamp 64, and the ceiling frame support raising hydraulic pump (not shown) can be provided by the following method.

천장프레임지지체상승잭로드(61)는 거푸집지지체상승잭로드(41)의 사이영역에 배치되도록 기초지지면(202a) 상에 기립 설치한다. 천장프레임지지체상승잭로드(61)는 사일로벽체(201) 형성공정이 진행되는 동안 나사결합방법으로 그 길이구간이 연장된다.The ceiling frame support rising jack rod 61 stands up on the base support surface 202a so as to be disposed in the area between the form support rising jack rod 41. The ceiling frame supporting member jack jack 61 is extended in length by a screwing method during the silo wall 201 forming process.

그리고 천장프레임지지체상승잭로드(61)는 기초지지벽(202)의 내부로 삽입되도록 설치된다.And the ceiling frame support rising jack rod 61 is installed to be inserted into the base support wall 202.

전술한 구성을 갖는 천장프레임지지체상승구동부(60)는 거푸집지지체상승구동부(40)와 동일한 방법으로 동작하며, 피스톤로드와 천장프레임지지체상승상부클램프(63)를 상승시키는 동작과 천장프레임지지체상승유압잭(62)과 천장프레임지지체상승하부클램프(64)는 상승시키는 동작을 1회 반복할 때마다 천장프레임지지체상승유압잭(62)에 결합된 물체는 일정높이구간만큼 상승시킬 수 있다.The ceiling frame support lift drive unit 60 having the above-described configuration operates in the same manner as the form support lift drive unit 40, and raises the piston rod and the ceiling frame support lift unit clamp 63 and the ceiling frame support lift hydraulic jack. The object 62 and the ceiling frame support rising lower clamp 64 may raise the object coupled to the ceiling frame support rising hydraulic jack 62 every time the lifting operation is repeated once.

거푸집지지체설치단계(Formwork Support Installation Step ( S14S14 ))

기초지지벽(202)에 거푸집지지체(20)를 설치하는 방법을 설명하면 다음과 같다.The method of installing the formwork support 20 on the foundation support wall 202 is as follows.

먼저 2개의 거푸집내부수직부재(31), 2개의 거푸집외부수직부재(32), 4개의 거푸집부재연결상부수평부재(33), 4개의 거푸집부재연결하부수평부재(34), 3개의 거푸집내부패널고정수평부재(35) 및 3개의 거푸집외부패널고정수평부재(36)를 갖는 거푸집요크(30, Yoke)를 제작한다.First two formwork inner vertical members 31, two formwork outer vertical members 32, four formwork member upper horizontal members 33, four formwork member lower horizontal members 34, three formwork inner panels A mold yoke 30 having a fixed horizontal member 35 and three formwork outer panel fixed horizontal members 36 is manufactured.

거푸집부재연결상부수평부재(33)는 거푸집내부수직부재(31)의 상측영역과 거푸집외부수직부재(32)의 상측영역을 연결하도록 거푸집내부수직부재(31)와 거푸집외부수직부재(32)에 결합되어 있다.The form member connection upper horizontal member 33 is connected to the form inner vertical member 31 and the form outer vertical member 32 so as to connect the upper region of the form inner vertical member 31 and the upper region of the form outer vertical member 32. Are combined.

거푸집부재연결하부수평부재(34)는 거푸집내부수직부재(31)의 중간영역과 거푸집외부수직부재(32)의 중간영역을 연결하도록 거푸집내부수직부재(31)와 거푸집외부수직부재(32)에 결합되어 있다. The form member connecting lower horizontal member 34 is connected to the form inner vertical member 31 and the form outer vertical member 32 so as to connect an intermediate region of the form inner vertical member 31 and an intermediate region of the form outer vertical member 32. Are combined.

거푸집내부패널고정수평부재(35)는 호형(弧形)으로 형성되고, 거푸집내부수직부재(31) 상호간을 연결하도록 거푸집내부수직부재(31)의 하측 영역에 결합되어 있다. 여기서 거푸집내부패널고정수평부재(35)의 결합은 거푸집부재연결하부수평부재(34)의 하측에 배치되도록 이루어진다.The formwork inner panel fixed horizontal member 35 is formed in an arc shape and is coupled to the lower region of the formwork inner vertical member 31 so as to connect the formwork inner vertical members 31 to each other. Here, the combination of the formwork inner panel fixed horizontal member 35 is made to be disposed below the formwork member connecting lower horizontal member 34.

거푸집외부패널고정수평부재(36)는 호형(弧形)으로 형성되고, 거푸집외부수직부재(32) 상호간을 연결하도록 거푸집외부수직부재(32)의 하측 영역에 결합되어 있다. 여기서 거푸집외부패널고정수평부재(36)의 결합은 거푸집부재연결하부수평부재(34)의 하측에 배치되도록 이루어진다. The formwork outer panel fixed horizontal member 36 is formed in an arc shape and is coupled to the lower region of the formwork outer vertical member 32 so as to connect the formwork outer vertical members 32 to each other. Here, the coupling of the formwork outer panel fixed horizontal member 36 is made to be disposed below the formwork member connecting lower horizontal member 34.

다음에 거푸집내부패널고정수평부재(35) 상호간이 서로 연결되고 거푸집외부패널고정수평부재(36) 상호간이 서로 연결되도록 거푸집요크(30)를 기초지지벽(202) 상에 연속적으로 설치하여 폐루프형태의 거푸집지지체(20)를 형성한다.Next, the formwork yoke 30 is continuously installed on the foundation support wall 202 so that the formwork inner panel fixed horizontal members 35 are connected to each other and the formwork outer panel fixed horizontal members 36 are connected to each other. Formwork support 20 of the form is formed.

이러한 구성을 갖는 거푸집지지체(20)는 거푸집지지체상승유압잭(42)에 결합된다. 이에 따라 거푸집지지체(20)는 거푸집지지체상승잭로드(41)와 거푸집지지체상승유압잭(42)을 통해 기초지지벽(202)에 지지된다.The formwork support 20 having such a configuration is coupled to the formwork support hydraulic jack 42. Accordingly, the form support 20 is supported by the base support wall 202 through the form support rise jack rod 41 and the form support rise hydraulic jack 42.

그리고 거푸집지지체(20)는 거푸집지지체상승유압잭(42)에 결합되기 전 유압잭(205)을 통해 기초지지벽(202)에 지지된다.And the form support 20 is supported by the foundation support wall 202 through the hydraulic jack 205 before being coupled to the form support rising hydraulic jack 42.

가동작업대설치단계(Movable workbench installation phase ( S15S15 ))

가동작업대(203, Deck)를 제작하여 작업대연결수직프레임(92)을 통해 거푸집부재연결상부수평부재(33)에 설치한다. 이에 따라 가동작업대(203, Deck)는 거푸집지지체(20)와 함께 상승할 수 있게 된다.Movable work platform (203, Deck) is produced and installed on the formwork member connecting upper horizontal member 33 through the work bench connecting vertical frame (92). As a result, the movable worktable 203 and Deck can be raised together with the form support 20.

천장프레임지지체설치단계(Ceiling frame support installation step ( S16S16 ))

기초지지면(202a)에 천장프레임지지체(70)를 설치하는 방법을 설명하면 다음과 같다.A method of installing the ceiling frame support 70 on the base ground surface 202a is as follows.

먼저 천장프레임지지체바디부(80)와, 천장프레임지지체바디부(80)로부터 연장 형성된 2개의 흔들림방지내측다리부(71) 및 2개의 흔들림방지외측다리부(72)를 갖는 천장프레임지지체(70)를 제작한다.First, the ceiling frame support body 70 having a ceiling frame support body part 80, two anti-shake inner leg portions 71 and two anti-shake outer leg portions 72 formed from the ceiling frame support body part 80. ).

천장프레임지지체바디부(80)는 2개의 천장프레임내부수직부재(81), 2개의 천장프레임외부수직부재(82), 2개의 천장프레임부재연결상부수평부재(83) 및 2개의 천장프레임부재연결하부수평부재(84)를 갖고 있다.The ceiling frame support body portion 80 includes two ceiling frame inner vertical members 81, two ceiling frame outer vertical members 82, two ceiling frame member connections, an upper horizontal member 83, and two ceiling frame member connections. It has a lower horizontal member 84.

천장프레임부재연결상부수평부재(83)는 천장프레임내부수직부재(81)의 상측영역과 천장프레임외부수직부재(82)의 상측영역을 연결하도록 천장프레임내부수직부재(81)와 천장프레임외부수직부재(82)에 결합되어 있다.The ceiling frame member connection upper horizontal member 83 connects the upper region of the ceiling frame inner vertical member 81 and the upper region of the ceiling frame outer vertical member 82 so as to connect the ceiling frame inner vertical member 81 and the ceiling frame outer vertical. It is coupled to the member 82.

천장프레임부재연결하부수평부재(84)는 천장프레임내부수직부재(81)의 중간영역과 천장프레임외부수직부재(82)의 중간영역을 연결하도록 천장프레임내부수직부재(81)와 천장프레임외부수직부재(82)에 결합되어 있다. The ceiling frame member connecting lower horizontal member 84 connects the ceiling frame inner vertical member 81 and the ceiling frame outer vertical to connect the middle region of the ceiling frame inner vertical member 81 and the middle region of the ceiling frame outer vertical member 82. It is coupled to the member 82.

각 흔들림방지내측다리부(71)는 천장프레임내부수직부재(81)로부터 거푸집지지체(20)의 상단보다 낮은 위치에 도달하도록 연장 형성되어 있다.Each of the anti-shake inner leg 71 extends from the ceiling frame inner vertical member 81 to reach a position lower than the upper end of the form support 20.

각 흔들림방지내측다리부(71)는 거푸집내부수직부재(31)의 하단보다 낮은 위치에 도달하도록 연장 형성되어 있다.Each anti-shake inner leg 71 extends to reach a position lower than the lower end of the form inner vertical member 31.

이러한 구성을 갖는 천장프레임지지체(70)는 흔들림방지내측다리부(71)와 흔들림방지외측다리부(72)와의 사이에 거푸집지지체(20)가 진입한 상태에서 천장프레임지지체바디부(80)를 통해 천장프레임지지체상승유압잭(62)에 결합된다.The ceiling frame support member 70 having such a configuration may be configured to support the ceiling frame support body portion 80 while the form support body 20 enters between the anti-shake inner leg portion 71 and the anti-shake outer leg portion 72. The ceiling frame support is coupled to the lifting hydraulic jack (62).

이에 따라 천장프레임지지체(70)는 천장프레임지지체상승잭로드(61)와 천장프레임지지체상승유압잭(62)을 통해 기초지지벽(202)에 지지된다.Accordingly, the ceiling frame support 70 is supported by the base support wall 202 through the ceiling frame support lift jack rod 61 and the ceiling frame support lift hydraulic jack 62.

천장프레임지지체(70)는 천장프레임지지체상승유압잭(62)에 결합되기 전 유압잭(205)을 통해 기초지지벽(202)에 지지된다.The ceiling frame support 70 is supported by the foundation support wall 202 through the hydraulic jack 205 before being coupled to the ceiling frame support upward hydraulic jack 62.

사일로벽체거푸집형성단계(Silo wall formwork forming step ( S17S17 ))

거푸집외부패널고정수평부재(36)와 거푸집내부패널고정수평부재(35)에 폼패널을 결합하여 사일로벽체의 횡단면에 대응하는 사이공간을 갖는 사일로벽체거푸집(13)을 형성한다.The form panel is coupled to the formwork outer panel fixed horizontal member 36 and the formwork inner panel fixed horizontal member 35 to form a silo wall formwork 13 having an interspace corresponding to the cross section of the silo wall.

여기서 사일로벽체거푸집(13)의 형성은 그 내부공간이 사일로벽체의 단면과 동일한 형태가 되도록 이루어진다.Here, the silo wall formwork 13 is formed so that its inner space is the same as the cross section of the silo wall.

천장프레임보강지지단계(Ceiling frame reinforcement support step ( S18S18 ))

천장프레임(11)을 지면에 대하여 보강 지지하는 방법을 설명하면 다음과 같다.Referring to the method of reinforcing and supporting the ceiling frame 11 with respect to the ground as follows.

먼저 프레임보강지지체바디부(51)와, 프레임보강지지체바디부(51)의 상단에 승강 가능하도록 설치된 보강승강부(52)를 포함하는 프레임보강지지체(50)를 제작한다.First, a frame reinforcement support body 50 including a frame reinforcement support body part 51 and a reinforcement lift part 52 provided to be elevated on an upper end of the frame reinforcement support body part 51 is manufactured.

프레임보강지지체바디부(51)는 트러스(Truss)구조 형태로 제작되는 것이 바람직하다.Frame reinforcing support body 51 is preferably manufactured in the form of a truss (Truss) structure.

보강승강부(52)는 나사식 잭(Screw jack)을 사용하여 구현할 수 있다.The reinforcement elevating unit 52 may be implemented using a screw jack.

다음에 프레임보강지지체바디부(51)가 지면에 지지되고 천장프레임(11)이 보강승강부(52)에 지지되도록 프레임보강지지체(50)를 격벽(202b)의 상단에 설치한다.Next, the frame reinforcement support body 51 is supported on the ground and the frame reinforcement supporter 50 is installed on the upper end of the partition wall 202b so that the ceiling frame 11 is supported by the reinforcement elevating unit 52.

천장프레임고정단계(Ceiling frame fixing step S19S19 ))

천장프레임(11)을 천장프레임지지체(70)에 고정하는 방법을 상세히 설명하면 다음과 같다.Hereinafter, a method of fixing the ceiling frame 11 to the ceiling frame support 70 will be described in detail.

먼저 프레임고정판(14)을 프레임다리(11a)에 일 대 일로 대응하도록 천장프레임(11)에 결합한다.First, the frame fixing plate 14 is coupled to the ceiling frame 11 to correspond one-to-one to the frame leg (11a).

다음에 천장프레임부재연결하부수평부재(84)에 판지지형강(19)을 결합한다.Next, the cardboard plated steel 19 is coupled to the ceiling frame member connecting lower horizontal member 84.

다음에 프레임고정판(14)을 판지지형강(19)에 결합시켜 천장프레임(11)을 천장프레임지지체(70)에 고정시킨다.Next, the frame fixing plate 14 is coupled to the cardboard terrain steel 19 to fix the ceiling frame 11 to the ceiling frame support 70.

이와 같이 천장프레임(11)이 천장프레임지지체(70)에 고정된 상태에서 천장프레임(11)은 천장프레임지지체(70)와 함께 상승할 수 있게 된다.As such, the ceiling frame 11 may be raised together with the ceiling frame support 70 while the ceiling frame 11 is fixed to the ceiling frame support 70.

지지체상승단계(Support rise step ( S20S20 ))

거푸집지지체(20)는 거푸집지지체상승유압잭(42)의 피스톤로드와 거푸집지지체상승상부클램프(43)를 상승시키는 동작과 거푸집지지체상승유압잭(42)과 거푸집지지체상승하부클램프(44)는 상승시키는 동작을 1회 반복할 때마다 일정높이구간만큼 상승된다. 거푸집지지체(20)이 상승하는 거리만큼 사일로벽체거푸집(13)도 상승하게 된다.The form support 20 is an operation of raising the piston rod and the form support riser upper clamp 43 of the form support riser hydraulic jack 42 and the form support riser hydraulic jack 42 and the form support riser lower clamp 44 are raised. Each time you repeat, it is increased by a certain height. The silo wall formwork 13 also rises as far as the formwork support 20 rises.

그리고 천장프레임지지체(70)는 천장프레임지지체상승유압잭(62)의 피스톤로드와 천장프레임지지체상승상부클램프(63)를 상승시키는 동작과 천장프레임지지체상승유압잭(62)과 천장프레임지지체상승하부클램프(64)는 상승시키는 동작을 1회 반복할 때마다 일정높이구간만큼 상승된다. 천장프레임지지체(70)가 상승하는 거리만큼 천장프레임(11)도 상승하게 된다.And the ceiling frame support 70 is the operation of raising the piston rod and the ceiling frame support upward hydraulic clamp 63 of the ceiling frame support upward hydraulic jack 62 and the ceiling frame support upward hydraulic jack 62 and the ceiling frame support upward lower clamp ( 64 is increased by a certain height section each time the ascending operation is repeated once. The ceiling frame 11 also rises as much as the ceiling frame support 70 rises.

여기서 거푸집지지체(20)의 상승동작과 천장프레임지지체(70)의 상승동작은 시간차를 두고 동일한 거리만큼 상승되도록 실시된다.Here, the ascending operation of the form support 20 and the ascending operation of the ceiling frame support 70 are performed to rise by the same distance with a time difference.

사일로벽체형성단계(Silo wall formation step ( S21S21 ))

사일로벽체(201)를 기초지지면(202a)에 형성하는 과정을 도9 내지 도11을 참조하여 상세히 설명하면 다음과 같다.A process of forming the silo wall 201 on the base ground surface 202a will be described in detail with reference to FIGS. 9 to 11.

먼저 사일로벽체거푸집(13)의 내부공간에서 기초지지면(202a)에 지지되도록 철근을 배근한다(S011).First, the reinforcing bar is reinforced so as to be supported by the base ground surface 202a in the inner space of the silo wall formwork 13 (S011).

다음에 사일로벽체거푸집(13)의 내부공간에 콘크리트를 타설한다(S012).Next, concrete is poured into the inner space of the silo wall formwork 13 (S012).

다음에 사일로벽체거푸집(13)의 내부공간에 타설된 콘크리트를 양생한다(S013).Next, the concrete placed in the interior space of the silo wall formwork 13 is cured (S013).

콘크리트양생공정이 완료되면 단위구간사일로벽체가 형성된다(도9 참조).When the concrete curing process is completed, the unit section silo wall is formed (see Fig. 9).

다음에 거푸집지지체상승구동부(40)를 조작하여 거푸집지지체(20)와 사일로벽체거푸집(13)을 일정구간만큼 상승시킨다(도10 참조).Next, the form support 20 is moved up and operated to raise the form support 20 and the silo wall formwork 13 by a predetermined period (see FIG. 10).

다음에 천장프레임지지체상승구동부(60)를 조작하여 천장프레임지지체(70)와 천장프레임(11)을 일정구간만큼 상승시킨다(도11 참조).Next, by operating the ceiling frame support lifting drive unit 60 to raise the ceiling frame support 70 and the ceiling frame 11 by a predetermined period (see Fig. 11).

다음에 S011 내지 S013 과정을 반복하여 단위구간사일로벽체를 형성한다.Next, repeating the steps S011 to S013 to form a unit section silo wall.

전술한 단위구간사일로벽체를 형성하는 과정을 사일로벽체(201)의 목표높이까지 반복하면 사일로벽체(201)가 기초지지면(202a)에 기립된 상태로 완성된다. 다만 마지막 단위구간사일로벽체를 형성할 때에는 천장프레임지지체(70)와 천장프레임(11)만 일정높이구간만큼 상승시키고 천장프레임지지체(70)와 천장프레임(11)은 상승시키지 아니한다.When the above-described process of forming the unit section silo wall is repeated up to the target height of the silo wall 201, the silo wall 201 is completed in a state where the silo wall 201 is standing on the base ground surface 202a. However, when forming the last unit section silo wall, only the ceiling frame support 70 and the ceiling frame 11 is raised by a predetermined height period, and the ceiling frame support 70 and the ceiling frame 11 are not raised.

천장프레임사일로벽체고정단계(Ceiling frame silo wall fixing step ( S22S22 ))

사일로벽체(201)가 형성된 후 천장프레임(11)을 사일로벽체(201)에 고정하는 방법을 도12와 도13을 참조하여 설명하면 다음과 같다.After the silo wall 201 is formed, a method of fixing the ceiling frame 11 to the silo wall 201 will be described with reference to FIGS. 12 and 13.

먼저 앵커볼트(15)를 천장프레임(11)에 설치한다.First, the anchor bolt 15 is installed in the ceiling frame (11).

앵커볼트(15)의 설치는 거푸집지지체(20)가 단위구간사일로벽체의 마지막 층을 형성하는 위치로 상승되었을 때 사일로벽체거푸집(13)의 내부로 진입하도록 이루어진다.Installation of the anchor bolt 15 is made to enter into the silo wall formwork 13 when the form support 20 is raised to the position forming the last layer of the unit section silo wall.

다음에 사일로벽체(201)의 형성이 완료된 후 앵커볼트(15)가 매몰되도록 천장프레임(11)과 사일로벽체(201) 사이에 콘크리트를 타설하여 고정블럭(16)을 형성한다.Next, after the formation of the silo wall 201 is completed, the fixed bolt 16 is formed by pouring concrete between the ceiling frame 11 and the silo wall 201 so that the anchor bolt 15 is buried.

여기서 고정블럭(16)은 사일로벽체(201)보다 큰 두께를 가지고 사일로벽체(201)에 대하여 외측을 향해 절곡된 형태로 형성할 수도 있다.The fixed block 16 may have a thickness greater than that of the silo wall 201 and may be formed to be bent outward with respect to the silo wall 201.

그리고 고정블럭(16)의 형성은 사일로벽체거푸집(13)과 별개로 천장프레임(11)과 사일로벽체(201) 사이에 거푸집을 설치하고 배근과정, 콘크리트타설과정, 양생과정을 거쳐 실시할 수 있다.And the formation of the fixed block 16 can be carried out by installing the formwork between the ceiling frame 11 and the silo wall 201 separately from the silo wall formwork 13 and through the reinforcement process, concrete pouring process, curing process. .

다음에 천장프레임(11)이 고정블럭(16)의 상면에 지지된 상태로 앵커볼트(15)에 천장프레임(11)을 결합시킨다.Next, the ceiling frame 11 couples the ceiling frame 11 to the anchor bolt 15 while being supported on the upper surface of the fixing block 16.

천장프레임지지체분리단계Ceiling frame support separation step (23)(23)

천장프레임(11)이 사일로벽체(201)에 고정된 후 천장프레임(11)으로부터 천장프레임지지체(70)를 분리한다.After the ceiling frame 11 is fixed to the silo wall 201, the ceiling frame support 70 is separated from the ceiling frame 11.

거푸집지지체분리단계(Formwork support separation step ( S24S24 ))

사일로벽체(201)로부터 거푸집지지체(20)를 분리한다.The formwork support 20 is separated from the silo wall 201.

사일로벽체거푸집분리단계(Silo wall formwork separating step ( S25S25 ))

거푸집지지체(20)로부터 사일로벽체거푸집(13)을 분리한다.The silo wall formwork 13 is separated from the formwork support 20.

한편 전술한 실시예에서는 사일로벽체거푸집(13) 전부가 거푸집지지체(20)와 함께 상승하도록 구성하고 있으나, 도15에 도시된 바와 같이, 사일로벽체거푸집(13)의 일부를 천장프레임지지체(70)와 함께 상승하도록 본 발명을 실시할 수 있다.Meanwhile, in the above-described embodiment, all of the silo wall formwork 13 is configured to rise together with the form support 20, but as shown in FIG. 15, a part of the silo wall formwork 13 forms the ceiling frame support 70. The present invention can be practiced to rise with.

도15는 본 발명의 다른 실시예에 따른 메인거푸집지지체, 천장프레임지지체 및 보조거푸집지지체의 설치상태를 도시한 도면이고, 도16, 도17 및 도18은 각각 본 발명의 다른 실시예에 따라 사일로벽체를 형성하는 방법을 도시한 도면이다.15 is a view showing the installation state of the main formwork support, the ceiling frame support and the auxiliary formwork support according to another embodiment of the present invention, Figures 16, 17 and 18 are silos according to another embodiment of the present invention, respectively. It is a figure which shows the method of forming a wall.

본 발명의 다른 실시예에 따른 탑사일로시공방법을 이들 도면을 참조하여 상세히 설명하면 다음과 같다.Referring to these silos construction method according to another embodiment of the present invention in detail as follows.

천장프레임제작단계와 기초지지벽형성단계Ceiling frame manufacturing step and foundation support wall forming step

본 발명의 일 실시예에 따른 탑사일로시공방법의 경우와 동일한 방법으로 천장프레임(11)과 기초지지벽(202)을 형성한다.The ceiling frame 11 and the base support wall 202 are formed in the same manner as in the case of the top silo construction method according to the embodiment of the present invention.

지지체상승구동부설치단계Mounting step of driving support

먼저 메인거푸집지지체(20')를 상승시키기 위한 메인거푸집지지체상승구동부를 본 발명의 일 실시예에 따른 거푸집지지체상승구동부(40)와 동일하게 설치하고, 천장프레임지지체(70')를 상승시키기 위한 천장프레임지지체상승구동부(60)를 본 발명의 일 실시예에 따른 천장프레임지지체상승구동부(60)와 동일하게 설치한다.First, the main formwork supporting body driving unit for raising the main formwork support 20 'is installed in the same way as the formwork supporting body driving unit 40 according to the embodiment of the present invention, and for raising the ceiling frame supporter 70'. The ceiling frame support riser 60 is installed in the same manner as the ceiling frame support riser 60 according to an embodiment of the present invention.

메인거푸집지지체설치단계Main formwork installation step

기초지지벽(202)에 메인거푸집지지체(20')를 설치하는 방법을 설명하면 다음과 같다.A method of installing the main formwork support 20 ′ on the foundation support wall 202 is as follows.

먼저 본 발명의 일 실시예에 따른 거푸집요크(30, Yoke)와 동일한 구조를 갖는 거푸집요크를 제작한다.First, a form yoke having the same structure as a form yoke 30 according to an embodiment of the present invention is manufactured.

다음에 제작된 거푸집요크를 기초지지벽(202)에 분리 설치하여 메인거푸집지지체(20')를 형성한다. 여기서 거푸집요크의 설치는 천장프레임지지체(70')의 하부영역에서 분리되도록 이루어진다.Next, the formed die yoke is separately installed on the base support wall 202 to form the main formwork support 20 '. Wherein the installation of the form yoke is made to be separated in the lower region of the ceiling frame support (70 ').

이러한 구성을 갖는 메인거푸집지지체(20')는 메인거푸집지지체상승구동부에 속하는 상승유압잭에 결합된다. 이에 따라 메인거푸집지지체(20')는 메인거푸집지지체상승구동부에 속하는 상승유압잭을 통해 기초지지벽(202)에 지지된다.The main formwork support 20 ′ having such a configuration is coupled to an ascending hydraulic jack belonging to the main formwork support riser driving part. Accordingly, the main formwork support 20 ′ is supported by the base support wall 202 through a lifting hydraulic jack belonging to the main formwork support riser driving part.

가동작업대설치단계Movable workbench installation stage

가동작업대(203, Deck)는 본 발명의 일 실시예와 동일한 방법으로 메인거푸집지지체에 속하는 거푸집부재연결상부수평부재에 설치한다. 이에 따라 가동작업대(203, Deck)는 메인거푸집지지체(20')와 함께 상승할 수 있게 된다.The movable work bench 203, Deck is installed on the formwork member upper horizontal member belonging to the main formwork support in the same manner as the embodiment of the present invention. Accordingly, the movable work bench 203 (Decks) can be raised together with the main formwork support 20 '.

천장프레임지지체설치단계Ceiling frame support installation step

기초지지벽(202)에 천장프레임지지체(70')를 설치하는 방법을 설명하면 다음과 같다.A method of installing the ceiling frame support 70 ′ on the foundation support wall 202 is as follows.

먼저 천장프레임지지체바디부(80')와, 천장프레임지지체바디부(80')로부터 연장 형성된 4개의 보조거푸집지지체연결다리부(71')를 갖는 천장프레임지지체(70')를 제작한다.First, a ceiling frame support 70 'having a ceiling frame support body portion 80' and four auxiliary formwork support connecting leg portions 71 'extending from the ceiling frame support body portion 80' is manufactured.

천장프레임지지체바디부(80')는 본 발명의 일 실시예에 따른 천장프레임지지체바디부(80)와 동일한 구조를 갖는 천장프레임내부수직부재(81'), 천장프레임외부수직부재(82'), 천장프레임부재연결상부수평부재(83') 및 천장프레임부재연결하부수평부재(84')를 갖고 있다.The ceiling frame support body portion 80 'is a ceiling frame inner vertical member 81' and a ceiling frame outer vertical member 82 'having the same structure as the ceiling frame support body portion 80 according to an embodiment of the present invention. And a ceiling frame member connecting upper horizontal member 83 'and a ceiling frame member connecting lower horizontal member 84'.

각 보조거푸집지지체연결다리부(71')는 천장프레임내부수직부재(81')와 천장프레임외부수직부재(82')로부터 거푸집내부수직부재의 하단보다 낮은 위치에 도달하도록 연장 형성되어 있다.Each auxiliary formwork support connecting leg portion 71 'extends from the ceiling frame inner vertical member 81' and the ceiling frame outer vertical member 82 'to reach a position lower than the lower end of the form inner vertical member.

이러한 구성을 갖는 천장프레임지지체(70')는 천장프레임지지체바디부(80')를 통해 천장프레임지지체상승유압잭에 결합된다.The ceiling frame support 70 'having such a configuration is coupled to the ceiling frame support upward hydraulic jack through the ceiling frame support body 80'.

이에 따라 천장프레임지지체(70')는 천장프레임지지체상승유압잭을 통해 기초지지벽(202)에 지지된다.Accordingly, the ceiling frame support 70 'is supported by the base support wall 202 through the ceiling frame support upward hydraulic jack.

보조거푸집지지체설치단계Secondary form support installation step

3개의 거푸집내부패널고정수평부재(21") 및 3개의 거푸집외부패널고정수평부재(22")를 갖는 보조거푸집지지체(20")를 천장프레임지지체(70')에 설치한다.An auxiliary formwork support 20 "having three formwork inner panel fixed horizontal members 21" and three formwork outer panel fixed horizontal members 22 "is mounted to the ceiling frame support 70 '.

보조거푸집지지체(20")에 속하는 거푸집내부패널고정수평부재(21")와 거푸집외부패널고정수평부재(22")는 메인거푸집지지체(20')에 속하는 거푸집내부패널고정수평부재(35') 및 거푸집외부패널고정수평부재(36')와 협조하여 폐루프를 이루도록(메인거푸집지지체에 속하는 거푸집내부패널고정수평부재 사이의 이격공간과 거푸집외부패널고정수평부재 사이의 이격공간을 메우도록) 설치된다.The formwork inner panel fixed horizontal member 21 'belonging to the auxiliary formwork support 20' 'and the formwork outer panel fixed horizontal member 22' 'are formed on the formwork inner panel fixed horizontal member 35' belonging to the main formwork support 20 '. And co-operating with the formwork outer panel fixed horizontal member 36 'to form a closed loop (filling the spaced space between the formwork inner panel fixed horizontal member belonging to the main formwork support and the space between the formwork outer panel fixed horizontal member) do.

그리고 보조거푸집지지체(20")에 속하는 거푸집내부패널고정수평부재(21") 와 거푸집외부패널고정수평부재(22")는 안내홈(20"a)과 안내레일(20'a)을 통해 메인거푸집지지체(20')에 속하는 거푸집내부패널고정수평부재(35')와 거푸집외부패널고정수평부재(36')에 대하여 초기설치상태를 유지하면서 상대적 이동할 수 있다.In addition, the formwork inner panel fixed horizontal member 21 "and the formwork outer panel fixed horizontal member 22" belonging to the auxiliary formwork support 20 "are provided through the guide groove 20" a and the guide rail 20'a. It is possible to move relative to the formwork inner panel fixed horizontal member 35 'and the formwork outer panel fixed horizontal member 36' belonging to the form support 20 'while maintaining the initial installation state.

사일로벽체거푸집형성단계Silo wall formwork forming step

보조거푸집지지체(20")에 속하는 거푸집내부패널고정수평부재(21") 및 거푸집외부패널고정수평부재(22")와 메인거푸집지지체(20')에 속하는 거푸집내부패널고정수평부재(35") 및 거푸집외부패널고정수평부재(36")에 폼패널을 결합하여 사일로벽체의 횡단면에 대응하는 사이공간을 갖는 사일로벽체거푸집(13)을 형성한다.Formwork inner panel fixed horizontal member 21 "belonging to the secondary formwork support 20" and formwork inner panel fixed horizontal member 35 "belonging to the formwork outer panel fixed horizontal member 22" and the main formwork support 20 '. And a foam panel coupled to the formwork outer panel fixed horizontal member 36 " to form a silo wall formwork 13 having an interspace corresponding to the cross section of the silo wall.

여기서 사일로벽체거푸집(13)의 형성은 그 내부공간이 사일로벽체의 단면과 동일한 형태가 되도록 이루어진다.Here, the silo wall formwork 13 is formed so that its inner space is the same as the cross section of the silo wall.

천장프레임보강지지단계, 천장프레임고정단계, 지지체상승단계, 사일로벽체형성단계, 천장프레임사일로벽체고정단계, 천장프레임지지체분리단계, 거푸집지지체분리단계 및 사일로벽체거푸집분리단계는 각각 본 발명의 일 실시예와 동일한 방법으로 실시할 수 있다.Ceiling frame reinforcement support step, ceiling frame fixing step, support rise step, silo wall forming step, ceiling frame silo wall fixing step, ceiling frame support separating step, formwork support separating step and silo wall formwork separating step respectively It can implement in the same way as an example.

그리고 전술한 실시예에서는 흔들림방지내측다리부(71)와 흔들림방지내측다리부(71)를 갖는 천장프레임지지체(70)를 설치하도록 천장프레임지지체설치단계를 구성하고 있으나, 도19 및 도20에 도시된 바와 같이 흔들림방지내측다리부(71)와 흔들림방지내측다리부(71)가 없는 천장프레임지지체(70")를 설치하는 한편 마지막 단위구간사일로벽체를 형성하기 위해 S011 내지 S013 공정을 실시할 때 천장프레임지지체(70")를 지지할 수 있도록 거푸집지지체(20)에 천장프레임보조지지체(91)를 설치하는 천장프레임보조지지체설치단계를 더 포함하도록 본 발명을 실시할 수 있다.In the above-described embodiment, the ceiling frame support mounting step is configured to install the ceiling frame support 70 having the anti-shake inner leg 71 and the anti-shake inner leg 71. As shown, while the ceiling frame support 70 "without the anti-shake inner leg 71 and the anti-shake inner leg 71 may be installed, processes S011 to S013 may be performed to form a final unit section silo wall. The present invention can be implemented to further include a ceiling frame subsidiary support installation step of installing the ceiling frame subsidiary support 91 on the formwork 20 to support the ceiling frame support 70 ".

천장프레임보조지지체(91)는 천장프레임지지체바디부(80)와 동일한 구조를 갖도록 구성할 수 있다.The ceiling frame auxiliary support 91 may be configured to have the same structure as the ceiling frame support body 80.

또한 전술한 실시예에서는 가동작업대(203, Deck)가 거푸집지지체(20)와 함께 상승할 수 있도록 구성하고 있으나, 가동작업대(203, Deck)가 제작하여 천장프레임지지체(70)와 함께 상승할 수 있도록 본 발명을 실시할 수 있다.In addition, in the above-described embodiment, the movable work bench 203 and the deck are configured to rise together with the formwork support 20, but the movable work bench 203 and the deck support can be made to rise together with the ceiling frame support 70. The present invention can be practiced so as to.

상술한 바와 같이 본 발명의 실시예에 따르면, 기초지지벽(202)에 지지되도록 거푸집지지체(20)를 설치하고 거푸집지지체(20)와 독립적으로 기초지지벽(202)에 지지되도록 천장프레임지지체(70)를 설치하는 한편, 거푸집지지체(20)와 천장프레임지지체(70)를 각각 단계적으로 상승시키도록 함으로써, 거푸집지지체상승구동부(40)의 상승구동동작과 천장프레임지지체상승구동부(60)의 상승구동동작을 독립적으로 제어할 수 있고, 사일로벽체(201)를 형성하는 동안 거푸집지지체(20)와 천장프레임(11) 간의 상호 간섭 즉, 사일로벽체거푸집(13)과 천장프레임(11) 간의 상호 간섭을 줄일 수 있다.
사일로벽체(201)를 형성하는 동안 사일로벽체거푸집(13)과 천장프레임(11) 간의 상호 간섭을 줄일 수 있게 되면 사일로벽체를 형성하는 동안 사일로벽체거푸집의 기울어짐 현상(단위구간사일로벽체를 형성할 때 햇빛 등의 영향을 받아 위치에 따라 양생속도가 달라지는 경우 등의 이유로 거푸집지지체의 상승속도가 차이가 발생하고 이에 따라 한 쪽으로 거푸집지지체가 기울어지는 현상이 발생할 수 있음)이 천장프레임에 전달되는 것을 방지할 수 있게 된다. 이에 따라 천장프레임이 무너지거나 천장프레임에 외부투입장치 등을 설치하기 어렵게 된다는 종래의 문제점을 해결할 수 있게 된다.
나아가 천장프레임에 가해지는 외부 힘(바람 등)에 의해 사일로벽체를 형성하는 동안 사일로벽체거푸집(거푸집지지체)의 기울어짐 현상이 발생하는 것을 방지하여 사일로벽체를 안정적으로 형성할 수 있게 된다.According to the embodiment of the present invention as described above, the formwork support 20 is installed so as to be supported on the foundation support wall 202 and the ceiling frame supporter so as to be supported by the foundation support wall 202 independently of the formwork support 20 ( While the 70 is installed, the form support 20 and the ceiling frame support 70 are raised in stages, so that the rise driving operation of the form support rise drive unit 40 and the rise of the ceiling frame support rise drive unit 60 are performed. The driving operation can be controlled independently, and the mutual support between the form support 20 and the ceiling frame 11 during the formation of the silo wall 201, that is, the mutual interference between the silo wall formwork 13 and the ceiling frame 11. Can be reduced.
When the silo wall formwork 13 and the ceiling frame 11 can reduce mutual interference while the silo wall 201 is formed, the tilt phenomenon of the silo wall formwork is formed during the silo wall formation. When the curing speed is different depending on the location due to sunlight, the rising speed of the form support may be different, and the form support may be inclined to one side.) It can be prevented. Accordingly, it is possible to solve the conventional problem that the ceiling frame collapses or it is difficult to install an external input device in the ceiling frame.
Furthermore, while the silo wall is formed by the external force (wind, etc.) applied to the ceiling frame, it is possible to stably form the silo wall by preventing the tilt of the silo wall formwork (form support) from occurring.

그리고 흔들림방지내측다리부(71)와 흔들림방지외측다리부(72)를 포함하도록 천장프레임지지체(70)를 구성함으로써, 거푸집지지체(20)를 이용하여 천장프레임(11)이 기울어지는 것을 방지할 수 있게 된다.Then, by configuring the ceiling frame support 70 to include the anti-shake inner leg 71 and the anti-shake outer leg 72, the ceiling support 11 can be prevented from tilting by using the form support 20. It becomes possible.

또한 거푸집지지체(20)에 천장프레임보조지지체(91)를 설치함으로써, 천장프레임(11)을 사일로벽체(201)에 고정하는 동안 천장프레임(11)의 지지상태를 보강할 수 있게 된다.In addition, by installing the ceiling frame auxiliary support 91 in the form support 20, it is possible to reinforce the support state of the ceiling frame 11 while fixing the ceiling frame 11 to the silo wall 201.

11, 111 : 천장프레임
13, 113 : 사일로벽체거푸집 14 : 프레임고정판
15 : 앵커볼트 16, 116 : 고정블럭
20 : 거푸집지지체 20' : 메인거푸집지지체
20" : 보조거푸집지지체 30, 130 : 거푸집요크
31, 131 : 거푸집내부수직부재 32, 132 : 거푸집외부수직부재
33, 133 : 거푸집부재연결상부수평부재 34, 134 : 거푸집부재연결하수평부재
35, 135 : 거푸집내부패널고정수평부재
36, 136 : 거푸집외부패널고정수평부재 40, 140 : 거푸집지지체상승구동부
41, 141 : 거푸집지지체상승잭로드 42, 142 : 거푸집지지체상승유압잭
43, 143 : 거푸집지지체상승상부클램프
60, 160 : 천장프레임지지체상승구동부
61, 161 : 천장프레임지지체상승잭로드
62, 162 : 천장프레임지지체상승유압잭
63, 163 : 천장프레임지지체상승상부클램프
64, 164 : 천장프레임지지체상승하부클램프
70, 70', 70" : 천장프레임지지체 71 : 흔들림방지내측다리부
72 : 흔들림방지외측다리부 80 : 천장프레임지지체바디부
81 : 천장프레임내부수직부재, 82 : 천장프레임외부수직부재
83 : 천장프레임부재연결상부수평부재
84 : 천장프레임부재연결하부수평부재 91 : 천장프레임보조지지체
201 : 사일로벽체 202 : 기초지지벽11, 111: ceiling frame
13, 113: silo wall formwork 14: frame fixing plate
15: anchor bolt 16, 116: fixed block
20: formwork support 20 ': main formwork support
20 ": auxiliary formwork support 30, 130: formwork yoke
31, 131: form inner vertical member 32, 132: form outer vertical member
33, 133: form member connecting upper horizontal member 34, 134: form member connecting lower horizontal member
35, 135: Formwork inner panel fixed horizontal member
36, 136: formwork outer panel fixed horizontal member 40, 140: formwork support lifting drive
41, 141: die support rise jack rod 42, 142: die support rise hydraulic jack
43, 143: formwork support rise upper clamp
60, 160: ceiling frame support rise drive
61, 161: ceiling frame support rising jack rod
62, 162: hydraulic jacks for ceiling frame support
63, 163: ceiling frame support rise upper clamp
64, 164: ceiling frame support rise lower clamp
70, 70 ', 70 ": Ceiling frame support 71: Anti-shake inner leg
72: shake-resistant outer leg portion 80: ceiling frame support body
81: ceiling frame inner vertical member, 82: ceiling frame outer vertical member
83: ceiling frame member connection upper horizontal member
84: ceiling frame member connection lower horizontal member 91: ceiling frame auxiliary support
201: silo wall 202: foundation support wall

Claims (4)

탑모양의 사일로벽체와 사일로천장의 뼈대를 형성하도록 상기 사일로벽체의 상단에 고정되는 천장프레임를 갖는 탑사일로를 시공하기 위한 탑사일로시공방법에 있어서,
상기 천장프레임을 제작하는 천장프레임제작단계와;
상단에 기초지지면를 갖는 기초지지벽을 형성하는 기초지지벽형성단계와;
상기 기초지지벽에 지지되고 상기 기초지지면에 대하여 상승이동할 수 있도록 거푸집지지체를 설치하는 거푸집지지체설치단계와;
상기 거푸집지지체보다 높은 위치에 배치되고 상기 기초지지벽에 지지되고 상기 기초지지면에 대하여 상승이동할 수 있도록 천장프레임지지체를 설치하는 천장프레임지지체설치단계와;
상기 거푸집지지체에 폼패널을 결합하여 상기 사일로벽체의 횡단면에 대응하는 사이 공간을 갖는 사일로벽체거푸집을 형성하는 사일로벽체거푸집형성단계와;
상기 천장프레임지지체와 함께 상승이동할 수 있도록 상기 천장프레임을 상기 천장프레임지지체에 고정하는 천장프레임고정단계와;
상기 거푸집지지체를 상승시키기 위한 거푸집지지체상승구동부와 상기 천장프레임지지체를 상승시키기 위한 천장프레임지지체상승구동부를 사용하여 상기 거푸집지지체와 상기 천장프레임지지체를 각각 단계적으로 상승시키는 지지체상승단계와;
상기 사일로벽체거푸집의 내부공간에 철근을 배근하는 철근배근공정(S011)과 상기 사일로벽체거푸집의 내부공간에 콘크리트를 타설하는 콘크리트타설공정(S012)과 상기 사일로벽체거푸집의 내부공간에 타설된 콘크리트를 양생하는 콘크리트양생공정(S013)을 거쳐 단위구간사일로벽체를 형성하는 과정을 반복하는 방법으로 상기 사일로벽체를 상기 기초지지면에 형성하는 사일로벽체형성단계와;
상기 사일로벽체를 형성한 후 상기 천장프레임을 상기 사일로벽체에 고정하는 천장프레임사일로벽체고정단계와;
상기 천장프레임을 상기 사일로벽체에 고정한 후 상기 천장프레임으로부터 상기 천장프레임지지체를 분리하는 천장프레임지지체분리단계를 포함하는 것을 특징으로 하는 탑사일로시공방법.In the top silo construction method for constructing a top silo having a ceiling frame fixed to the top of the silo wall to form a skeleton of the silo wall and the silo ceiling,
A ceiling frame manufacturing step of manufacturing the ceiling frame;
A base support wall forming step of forming a base support wall having a base support surface at an upper end thereof;
A form support mounting step of installing a form support to be supported by the base support wall and to move upward with respect to the base support surface;
A ceiling frame support mounting step of installing a ceiling frame support disposed at a position higher than the formwork support and supported by the base support wall to move upward with respect to the base support surface;
A silo wall formwork forming step of forming a silo wall formwork having an interspace corresponding to a cross section of the silo wall by coupling a foam panel to the form support;
A ceiling frame fixing step of fixing the ceiling frame to the ceiling frame support to move upward with the ceiling frame support;
A support raising step of raising the form support and the ceiling frame support step by step using a form support rise driving unit for raising the form support and a ceiling frame support raising drive unit for raising the ceiling frame support;
Reinforcing bar reinforcement step (S011) for reinforcing the reinforcing bar in the inner space of the silo wall formwork and concrete placing process (S012) for placing concrete in the inner space of the silo wall formwork and the concrete placed in the inner space of the silo wall formwork A silo wall forming step of forming the silo wall on the base ground by repeating a process of forming a unit section silo wall through curing curing step (S013);
A ceiling frame silo wall fixing step of fixing the ceiling frame to the silo wall after forming the silo wall;
And a ceiling frame support separation step of separating the ceiling frame support from the ceiling frame after fixing the ceiling frame to the silo wall. 제1항에 있어서,
상기 천장프레임지지체설치단계는 천장프레임지지체바디부와 상기 거푸집지지체의 상단보다 낮은 위치에 도달하도록 상기 천장프레임지지체바디부로부터 연장형성된 흔들림방지내측다리부와 상기 흔들림방지내측다리부와의 사이에 상기 거푸집지지체가 진입할 수 있는 공간이 형성되고 상기 거푸집지지체의 상단보다 낮은 위치에 도달하도록 상기 천장프레임지지체바디부로부터 연장형성된 흔들림방지외측다리부를 갖도록 상기 천장프레임지지체를 제작하고, 상기 흔들림방지내측다리부와 상기 흔들림방지외측다리부와의 사이에 상기 거푸집지지체가 진입한 상태에서 상기 천장프레임지지체바디부를 통해 상기 기초지지벽에 지지되도록 실시되는 것을 특징으로 하는 탑사일로시공방법.The method of claim 1,
The ceiling frame support mounting step may be performed between the anti-shake inner leg and the anti-shake inner leg extended from the ceiling frame support body so as to reach a lower position than the upper end of the die frame support. The ceiling frame support is manufactured to have an anti-shake outer leg extending from the ceiling frame support body to form a space into which the form support can enter and reach a lower position than the top of the form support, and the anti-shake inner leg Top silo construction method characterized in that it is supported to the base support wall through the ceiling frame support body in a state where the form support is entered between the portion and the anti-shake outer leg portion. 제1항에 있어서,
마지막 단위구간사일로벽체를 형성하기 위해 상기 S011 내지 S013 공정을 실시할 때 상기 천장프레임지지체를 지지할 수 있도록 상기 거푸집지지체에 천장프레임보조지지체를 설치하는 천장프레임보조지지체설치단계를 더 포함하는 것을 특징으로 하는 탑사일로시공방법.The method of claim 1,
Further comprising the step of installing a ceiling frame auxiliary support for installing the ceiling frame auxiliary support on the formwork support to support the ceiling frame support when performing the step S011 to S013 to form the last unit section silo wall Top silo construction method. 삭제delete
KR1020120052183A 2012-05-16 2012-05-16 Method for constructing tower silo KR101234201B1 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101407780B1 (en) 2013-06-24 2014-06-17 이광열 transform Protector of circle type slipform
CN112936565A (en) * 2019-11-26 2021-06-11 金科新能源有限公司 Pouring assembly of prefabricated tower cylinder and pouring device of prefabricated tower cylinder

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101100252B1 (en) * 2011-05-18 2011-12-28 주식회사 엔케이 Top silo construction method

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101100252B1 (en) * 2011-05-18 2011-12-28 주식회사 엔케이 Top silo construction method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101407780B1 (en) 2013-06-24 2014-06-17 이광열 transform Protector of circle type slipform
CN112936565A (en) * 2019-11-26 2021-06-11 金科新能源有限公司 Pouring assembly of prefabricated tower cylinder and pouring device of prefabricated tower cylinder

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