KR100862275B1 - Guided clinbing system for skyscraper construction - Google Patents

Guided clinbing system for skyscraper construction Download PDF

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Publication number
KR100862275B1
KR100862275B1 KR1020070060413A KR20070060413A KR100862275B1 KR 100862275 B1 KR100862275 B1 KR 100862275B1 KR 1020070060413 A KR1020070060413 A KR 1020070060413A KR 20070060413 A KR20070060413 A KR 20070060413A KR 100862275 B1 KR100862275 B1 KR 100862275B1
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South Korea
Prior art keywords
guide
fixed
gangform
clamp
anchor
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KR1020070060413A
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Korean (ko)
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권종규
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주식회사 근하기공
권종규
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06Forms, 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
    • E04G11/20Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
    • E04G11/28Climbing 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
    • E04G11/30Climbing 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 which are lifted from layer to layer by turning, tilting, or similar moving upwards about a horizontal axis
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/16Members, e.g. consoles, for attachment to the wall to support girders, beams, or the like carrying forms or moulds for floors, lintels, or transoms
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06Forms, 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
    • E04G2011/067Integrated forms comprising shuttering skin, bracing or strutting arrangements, workplatforms and railings

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

Abstract

A guided climbing system for constructing a skyscraper is provided to improve the workability and save the installation cost by modifying a structure of a conventional guided climbing system. A guided climbing system for constructing a skyscraper comprises a cage, a guide(30) and a dish nut(40). The case includes a working deck(3) and a gang form(2) for curing an outer wall. The guide has both ends fixed between the outer side of a lower end of the gang form and the working deck at the lower end of the cage. The dish nut is coupled with a thread(31) formed in the guide and lifted up and down as the guide is rotated. An anchor(4) is fixed to the upper end of the gang form. A fixing clamp(10) is fixed to the anchor and has a recess(12) through which the guide passes. A detachable clamp(20) is coupled with the fixing clamp and has a long recess(21) communicating with the recess.

Description

고층건물 시공용 지씨에스{Guided Clinbing System for Skyscraper Construction}GUID Clinbing System for Skyscraper Construction}

도 1은 본 발명에 의한 고층건물 시공용 지씨에스의 전체적인 구조를 보인 측면도.    1 is a side view showing the overall structure of the GS construction for high-rise building according to the invention.

도 2는 본 발명의 요부를 보인 설명도.    2 is an explanatory diagram showing the main parts of the present invention;

도 3은 본 발명에 의한 고층건물 시공용 지씨에스의 시공 상태를 보인 설명도.    3 is an explanatory view showing a construction state of a high-rise building construction GS according to the present invention.

도 4 내지 도 7은 본 발명에 의한 다른 실시예를 보인 설명도.    4 to 7 is an explanatory diagram showing another embodiment according to the present invention.

*도면의 주요 부분에 대한 부호의 설명* Explanation of symbols for the main parts of the drawings

1: 케이지 2: 갱폼1: cage 2: gangfoam

3: 작업대 4: 앵커3: worktable 4: anchor

5: 거푸집 6: 타이볼트5: die 6: tie bolt

10: 고정크램프 11: 나사부10: fixed clamp 11: thread part

12: 요입홈 13: 콘볼트12: Concave groove 13: Conbolt

20: 착탈크램프 21: 장요홈20: removable clamp 21: Jangyo groove

22: 경사면 23: 고정볼트22: slope 23: fixing bolt

30: 가이드 31: 나사산30: Guide 31: Thread

32: 걸림턱 40: 디쉬너트32: Jam Jaw 40: Dish Nut

본 발명은 고층건물 시공용 지씨에스 (GCS;Guided Climbing System)에 관한 것으로, 특히, 1개층 높이로 제작된 폼을 1개층씩 상승시키며 콘크리트를 타설하되, 콘크리트 면의 평활도 및 골조 품질을 향상시킬 수 있는 고층건물시공용 지씨에스에 관한 것이다.The present invention relates to a construction for high-rise building (GCS) (Guided Climbing System), in particular, to raise the foam produced by one floor by one floor, while pouring concrete, to improve the smoothness and frame quality of the concrete surface It relates to GS for high-rise building construction.

주지하는 바와 같이 종래에도 아파트나 주택, 빌딩과 같은 각종 콘크리트 구조물을 시공하기 위하여 갱폼을 널리 사용하였으며, 이러한 갱폼은 타워크레인으로 갱폼을 인양하는 도중 발생하는 바람에 의하여 약 3.5t에 이르는 중량물인 갱폼이 주변의 갱폼을 타격하여 낙하됨에 의하여 귀중한 인명을 손상시키거나 막대한 재산상의 손실이 발생되는 문제점이 있다. 또한 갱폼을 인양하는 도중 타워크레인의 로우프가 파단되는 경우도 발생하며, 이러한 경우에도 대형 사고가 발생되어 인명과 재산상의 막대한 손실을 발생시키는 문제점이 있다.As is well known, gangforms have been widely used to construct various concrete structures such as apartments, houses, and buildings, and these gangforms are heavy products of about 3.5 tons due to the wind generated during lifting of the gangforms by tower crane. Falling by hitting the gangform around there is a problem that damages valuable lives or causes a huge loss of property. In addition, the rope of the tower crane breaks during lifting of the gangform, and in this case, a large accident occurs, which causes a great loss of life and property.

그러므로, 근래에는 갱폼 추락 사고를 방지할 수 있으며, 정밀 시공이 가능한 GCS를 적용하여 고층 건물의 시공에 널리 활용하는 추세가 확산되고 있다.Therefore, in recent years, the trend of gangform fall accidents can be prevented, and the use of GCS capable of precise construction has been widely applied to the construction of high-rise buildings.

이러한 종래의 GCS의 작업 공정을 살펴보면,Looking at the work process of such a conventional GCS,

양생이 완료된 상태에서 약 30Kg에 달하는 중량인 고정브라켓을 탈거 후 들 고 올라가 작업대 상부로 올려놓고, 이어서, 갱폼을 800mm가량 밀어 낸 다음 사다리를 걸쳐놓고, 올려가서 전술한 브라켓을 상부에 설치하며,With curing completed, remove the fixed bracket weighing about 30kg and lift it up and put it on the workbench. Then, push the gangform about 800mm, hang the ladder, and lift it up to install the bracket above.

길이가 6m에 달하는 레일에 정확하게 브라켓이 결합되도록 중심을 잘 맞춘 다음 갱폼의 상단에 로우프를 걸어 타워 크레인으로 인양시키고,Center the bracket so that it fits exactly 6m in length on the rail, then hang the rope on the top of the gangform and lift it with a tower crane.

인양된 갱폼의 높이가 새로 양생해야할 소정 높이에 이른 후, 폼을 래크와 피니언으로 된 구동 수단에 의하여 다시 양생 위치로 원위치 시키고,After the height of the lifted gangform reaches the predetermined height to be newly cured, the foam is returned to the curing position by the drive means of the rack and pinion,

갱폼이 수평으로 되도록 레벨작업을 실시한 후, 레벨 고정 작업을 시행하게 되는 것이다.After the level work is performed so that the gang form is level, the level fixing work is performed.

그러므로, 이러한 종래의 GCS 작업은 콘크리트면의 평활도 및 골조품질이 양호하고, 안전시설물이 일체화되어 추락, 낙하사고가 방지되는 등의 장점은 있으나,Therefore, the conventional GCS work has advantages such as good smoothness and frame quality of the concrete surface, safety facilities are integrated to prevent falling and falling accidents,

인건비 등을 포함하여 공수가 많아지게 되어 일반 갱폼을 사용하는 경우에 비하여 2.5배의 소요 비용이 발생하게 되고 공기가 지연되는 부담이 발생하게 되는 문제점이 있는 것이다.The labor costs are increased, including labor costs, which causes 2.5 times the required cost and delays in the air compared to the case of using a general gang foam.

본 발명의 목적은 이러한 문제점을 해결하기 위하여 폼의 인양 시 외벽의 돌출물과의 충돌을 피할 수 있도록 폼을 밀어내는 간격을 최소화함으로써, 폼을 밀어 넣는 간격도 최소화함과 아울러, 타워크레인으로 인양 시에 브라켓과 레일을 정합시키는 과정 없이 상승시킬 수 있도록 하여서 된 고층건물 시공용 GCS를 제공함에 있다.An object of the present invention is to minimize the interval between the foam pushing, so as to avoid the collision with the protrusion of the outer wall during the lifting of the foam in order to solve this problem, while minimizing the interval between the foam pushing, tower crane when lifting It is to provide a high-rise construction GCS that can be raised without matching the bracket and the rail.

본 발명은 이러한 목적을 달성하기 위하여 상단은 폼의 후면에 고정하고, 하단은 케이지에 고정하여서 된 가이드와, 가이드 상부와 하부에 각각 배치되고 고정되는 앵커와, 앵커의 선단에 설치되며, 가이드를 수용하기 위한 요홈을 구비하여서 된 고정크램프와, 고정크램프에 체결되어 장요홈을 제공하는 착탈크램프를 구비하여서 된 고층건물 시공용 GCS를 제안한다.The present invention, the upper end is fixed to the back of the foam to achieve this purpose, the lower end is fixed to the cage, the anchors are disposed and fixed respectively to the upper and lower guides, and installed on the tip of the anchor, the guide It proposes a high-rise building construction GCS equipped with a fixed clamp provided with a recess for accommodating, and a detachable clamp fastened to the fixed clamp to provide a long groove.

이에 따라 본 발명은 갑작스런 자유 낙하에 의한 각종 피해를 방지할 수 있게 됨은 물론, 작업공정이 간소화되고, 용이하게 되어 경제적이면서도 작업능률을 크게 향상 시킬 수 있는 효과가 있다.Accordingly, the present invention can prevent various damages due to sudden free fall, as well as the work process is simplified and facilitated, so that the economical efficiency can be greatly improved.

이러한 본 발명을 첨부된 도면을 참조하여 더욱 상세히 설명하면 다음과 같다.Referring to the present invention in more detail with reference to the accompanying drawings as follows.

본 발명에 의한 구체적인 실시예를 도 1 내지 도 3에 도시하였다.Specific embodiments according to the present invention are shown in Figs.

본 발명은 이러한 문제점을 해결하기 위하여 내부에 견출을 위한 작업대(3)와, 외벽 양생을 위한 갱폼(2)이 구비된 케이지(1)로 구성된 공지의 것에 있어서, 갱폼(2)의 하단 외측과 케이지(1) 하단의 작업대(3) 사이에 양단이 고정된 가이드(30)와, 가이드(30)에 형성된 나사산(31)에 끼워져 회동에 따라 승강 가능한 디쉬너트(40)와,The present invention is a known work consisting of a cage (1) provided with a worktable (3) for fixing the inside, and a gangform (2) for curing the outer wall in order to solve this problem, and the bottom outside of the gangform (2) and A guide nut 30 having both ends fixed between the worktables 3 at the bottom of the cage 1, a dish nut 40 which is fitted to the thread 31 formed on the guide 30, and which can be elevated according to rotation;

갱폼(2)의 상단에 고정되는 앵커(4) 및 갱폼(2)의 하단 측 및 작업대(3)에 인접한 위치의 외벽에 매설되는 앵커(4)와, 앵커(4)의 선단에 콘볼트(13)의 나사 부(11)가 결합되어 고정되며, 디쉬너트(40)가 재치되고 전술한 가이드(30)가 관통되는 요입홈(12)이 구비된 고정크램프(10)와, 고정크램프(10)에 체결되며, 요입홈(12)과 연통되는 장요홈(21)이 구비된 착탈크램프(20)를 구비하여서 된 것이다.Anchor 4 fixed to the upper end of the gangform 2 and anchor 4 embedded in the outer wall at a position adjacent to the lower end side of the gangform 2 and the worktable 3, and a cone bolt at the tip of the anchor 4 And a fixed clamp 10 having a recessed groove 12 through which the screw nut 11 of the 13 is coupled and fixed, the dish nut 40 is mounted, and the guide 30 is penetrated therethrough. Is fastened to the), and is provided with a removable clamp 20 is provided with the long groove 21 is in communication with the recessed groove (12).

이와 같이 된 본 발명은 케이지(1)의 갱폼(2) 하단측의 가이드(30) 상방 나사산(31)에 위치하는 디쉬너트(40)가 고정크램프(10)위에 접하도록 하며, 착탈크램프(20)의 고정볼트(23)에 의하여 고정크램프(10)에 고정되도록 한다. 이러한 상태에서는 가이드(30)가 케이지(1) 중앙에 위치하는 고정크램프(10)의 요입홈(12)을 관통하고 있는 것이며,According to the present invention as described above, the nut 40 positioned on the guide thread 31 upper thread 31 at the lower side of the gangform 2 of the cage 1 is in contact with the fixed clamp 10, and the detachable clamp 20 The fixing bolt 23 to be fixed to the fixed clamp (10). In this state, the guide 30 penetrates through the recessed groove 12 of the fixed clamp 10 located at the center of the cage 1,

아울러, 이러한 상태에서 가이드(30)의 하방 나사산(31)에 위치하는 디쉬너트(40)가 고정크램프(10) 위에 접하도록 되어 있고, 착탈크램프(20)의 고정볼트(23)에 의하여 고정크램프(10)가 고정되어 있어서, 가이드(30)가 케이지(1) 하방에 위치하는 고정크램프(10)의 요입홈(12)을 관통하고 있는 것이다.In addition, in this state, the dish nut 40 positioned on the lower thread 31 of the guide 30 is in contact with the fixed clamp 10, and the fixed clamp 23 is fixed by the fixing bolt 23 of the detachable clamp 20. 10 is fixed, and the guide 30 penetrates the recessed groove 12 of the fixed clamp 10 located below the cage 1.

이와 같이 한 후, 내측에 거푸집(5)을 설치하고, 타이볼트(6)를 체결하여 갱폼(2)과 일체로 고정되게 한 후, 갱폼(2)과 내부 거푸집(5) 사이에 콘크리트를 타설하여 채우게 되는 것이다.After this, the formwork 5 is installed on the inner side, and the tie bolts 6 are fastened to be fixed integrally with the gang form 2, and then concrete is placed between the gang form 2 and the inner formwork 5. Will be filled.

이와 같이 하여 시간이 경과함에 따라 콘크리트가 양생 완료되면 케이지(1) 하방에 위치하는 고정볼트(23)를 해체하여 착탈크램프(20)를 탈거하게 된다. 이어서 콘볼트(13)를 탈거하여 고정크램프(10)를 회수하고, 콘볼트(13) 선단의 나사부에서 앵커(4)의 나사부가 이탈되도록 하며, 이를 갱폼(2) 상단에 고정크램프(10) 및 앵커(4)를 체결한다.In this manner, when the concrete is cured as time passes, the fixing bolt 23 located under the cage 1 is dismantled to remove the detachable clamp 20. Subsequently, the fixing bolt 10 is recovered by removing the cone bolt 13, and the screw portion of the anchor 4 is detached from the screw portion at the tip of the cone bolt 13, and the fixing clamp 10 is disposed on the gang form 2. And the anchor 4.

이와 같이 한 상태에서 갱폼(2)의 상단에 타워 크레인의 후크를 걸고, 갱폼(2)을 밀어 내면 갱폼(2) 하단 측에 설치된 고정크램프(10)의 요입홈(12)에 끼워져 있던 가이드(30)가 이탈하면서 착탈크램프(20)의 장요홈(21)으로 이동하게 된다. 이러한 상태에서 타워 크레인을 가동시켜 갱폼(2) 상단에 걸어 놓은 후크를 인양시키면, 갱폼(2)이 상승하게 된다. 이에 따라, 갱폼(2)이 상승하면서 케이지(1)의 가이드(30)가 상승하게 되고, 이때, 가이드(30)는 갱폼(2) 하방의 고정크램프(10)와 연결된 착탈크램프(20)의 장요홈(21)에 끼워져 구속되면서 상승되는 것이므로, 바람이 부는 등의 조건에서도 갱폼(2)이 이탈하는 일이 없게 되는 것이어서, 안전한 인양 작업이 가능하게 되는 것이다.In such a state, when the hook of the tower crane is hooked to the top of the gangform 2 and the gangform 2 is pushed out, the guide inserted into the recessed groove 12 of the fixed clamp 10 installed at the bottom of the gangform 2 ( While the 30 is separated to move to the long groove 21 of the removable clamp 20. In such a state, when the tower crane is operated to lift the hook hanging on the gang form 2, the gang form 2 is raised. Accordingly, as the gangform 2 rises, the guide 30 of the cage 1 rises, and at this time, the guide 30 of the detachable clamp 20 connected to the fixed clamp 10 below the gangform 2. Since the gang form 2 is not detached even under conditions such as wind blowing, it is to be lifted while being restrained by the jangyo groove 21, the safe lifting operation is possible.

이와 같이 하여 가이드(30) 하단이 고정크램프(10) 및 착탈크램프(20) 주위에 도달하면 크레인에 의한 갱폼(2)의 인양을 멈추고, 케이지(1)를 밀어 넣어 가이드(30)가 고정크램프(10)의 요입홈(12)에 위치하도록 한 다음 갱폼(2) 상단에 고정된 고정크램프(10)에 착탈크램프(20)를 체결하고, 디쉬너트(40)를 조절하여 좌, 우 레벨을 맞추게 되는 것이다. 이와 같이 한 후, 내측에 거푸집(5)을 설치하고, 타이볼트(6)를 체결하여 갱폼(2)과 일체로 고정되게 한 후, 갱폼(2)과 내부 거푸집(5) 사이에 콘크리트를 타설하여 채우는 전술한 바의 과정을 반복하게 되는 것이다.In this way, when the lower end of the guide 30 reaches around the fixed clamp 10 and the removable clamp 20, the lifting of the gangform 2 by the crane is stopped, and the cage 30 is pushed in so that the guide 30 is fixed clamped. (10) to the recessed groove (12) and then fastening the removable clamp 20 to the fixed clamp (10) fixed to the top of the gangform (2), adjust the dish nut (40) left and right levels Will be matched. After this, the formwork 5 is installed on the inner side, and the tie bolts 6 are fastened to be fixed integrally with the gang form 2, and then concrete is placed between the gang form 2 and the inner formwork 5. By repeating the above-described process of filling.

또한, 본 발명에서는 도 3로 보인 바와 같이 착탈크램프(20)의 윗면에 경사면(22)이 형성되도록 함으로써, 인력으로 갱폼(2)을 밀어내는 과정에서 힘이 덜 들도록 할 수 있다.In addition, in the present invention, as shown in Figure 3 by the inclined surface 22 is formed on the upper surface of the removable clamp 20, it can be less force in the process of pushing the gangform (2) by the attraction.

아울러, 본 발명에서는 갱폼(2)이 인양되는 도중 로우프의 파단 등으로 자유 낙하하게 되는 경우 낙하하는 속도를 줄이고, 신속히 멈추도록 하기 위하여 가이드(30)의 일측에 걸림턱(32)을 형성하였다. 이러한 걸림턱(32)은 바람직하기로는 도 3으로 보인 바와 같은 형상으로 할 수 있으며, 이는 낙하시 걸림턱(32)이 고정크램프(10) 및 착탈크램프(20)의 요입홈(12) 및 장요홈(21)에 걸려 낙하 속도가 줄게 되며, 신속히 멈출 수도 있게 되는 것이다.In addition, in the present invention, the locking jaw 32 is formed on one side of the guide 30 so as to reduce the speed of falling and quickly stop when the gangform 2 is freely dropped due to breakage of the rope while lifting the gangform 2. The locking jaw 32 may be preferably in the shape as shown in FIG. 3, which means that the locking jaw 32 is recessed in the fixed clamp 10 and the detachable clamp 20 when the dropping jaw 32 and the jaw are dropped. The falling speed is reduced by the groove 21, it will be able to stop quickly.

또한, 본 발명에서는 도 3으로 보인 바와 같이, 가이드(30)의 상단과 하단을 제외한 나머지 부분인 중간 전반에 걸쳐 이러한 걸림턱(32)이 형성되도록 함으로써, 걸림 효과를 충분히 거둘 수 있는 것이다.In addition, in the present invention, as shown in Figure 3, by such a locking step 32 is formed throughout the middle of the remaining portion other than the top and bottom of the guide 30, it is possible to achieve a sufficient locking effect.

아울러, 이러한 걸림턱(32)과 그 다음의 걸림턱(32) 사이의 간격이 도 3과 도 6으로 보인 바와 같이 고정크램프(10)와 착탈크램프(20) 각각의 상하방향으로의 두께 보다 높도록 함으로써, 걸림 효과를 더욱 향상시킬 수 있게 된다.In addition, the gap between the locking step 32 and the next locking step 32 is higher than the thickness in the vertical direction of each of the fixed clamp 10 and the removable clamp 20 as shown in Figs. By doing so, the locking effect can be further improved.

그리고, 본 발명에서는 벽체에 매설되는 앵커(4)의 나사부와 결합되는 콘볼트(13)를 회동시키는 것만으로 그 나사부(11)에서 앵커(4)가 이탈되므로, 종래의 것과 달리 별도의 콘 제어 작업을 실시할 필요가 없게 되므로 작업 공수를 줄일 수 있게 되며, 콘볼트(13)에 의하여 콘의 부피를 최소화하여 콘의 제거에 따른 메움 작업의 크기를 최소화할 수 있게 되는 것이다. In addition, in the present invention, since the anchor 4 is released from the screw portion 11 only by rotating the cone bolt 13 coupled with the screw portion of the anchor 4 embedded in the wall, a separate cone control unlike the conventional art. Since there is no need to perform the work it is possible to reduce the work maneuver, by minimizing the volume of the cone by the cone bolt 13 will be able to minimize the size of the filling operation due to the removal of the cone.

이와 같이 하여 본 발명은 타워크레인을 사용하여 케이지(1)를 인양시키는 과정에서 고정크램프(10) 및 착탈크램프(20)로 가이드(30)가 지지되는 상태에서 상승하게 되므로, 존치 볼트를 모두 해체한 경우나 크레인 로프 파단의 발생 시에도 갑작스런 자유 낙하에 의한 각종 피해를 방지할 수 있는 기존의 GCS의 장점을 그대로 얻을 수 있으면서도, GCS의 작업 능률 저하의 주요인인 3.5t에 이르는 케이지(1)를 800mm나 밀어 내고, 다시 밀어 넣는 번거로운 작업이나 무게가 25Kg에 이르는 브라켓을 작업대(3) 하방에서 탈거하여 작업대(3) 상으로 옮기는 힘겨운 작업이 불필요하므로 작업 능률을 크게 향상 시킬 수 있을 뿐만 아니라, 타워 크레인으로 인양 시에 레일에 브라켓을 정교하게 결합시켜야 하는 과정이나, 이러한 과정에서 실패하는 경우 브라켓을 고정한 시공물이 손상되어 후속 작업이 중단되는 사태를 방지할 수 있게 되어 원활한 공정 진행이 가능하게 되는 효과가 있으면서도, 기존의 GCS에 비하여 월등히 간소화된 구조로 인하여 설비비용도 절감할 수 있게 되어, 경제적이면서도 작업능률을 크게 향상 시킬 수 있는 고층건물 시공용 GCS를 제공할 수 있게 되는 효과가 있다.In this way, the present invention rises in a state where the guide 30 is supported by the fixed clamp 10 and the removable clamp 20 in the process of lifting the cage 1 using the tower crane, so that all of the bounce bolts are dismantled. In one case or in the event of a crane rope breakage, the cage (1) of 3.5t, which is the main cause of the deterioration of GCS's work efficiency, can be obtained while still retaining the advantages of the existing GCS, which can prevent various damages caused by sudden free fall. Not only does the cumbersome work of pushing out 800mm and pushing it again or the weight of 25Kg from the bottom of the workbench (3) is necessary, but also the laborious work of moving it onto the workbench (3) is not necessary. When lifting with a crane, the bracket must be precisely coupled to the rail. If this fails, the bracket must be fixed. The work can be prevented from being damaged due to the damage of the tribute, and the process can be smoothly progressed, and the cost of the facility can be reduced due to the greatly simplified structure compared to the existing GCS. There is an effect that can provide a high-rise construction GCS that can greatly improve the efficiency.

Claims (5)

내부에 견출을 위한 작업대(3)와, 외벽 양생을 위한 갱폼(2)이 구비된 케이지(1)로 구성된 공지의 것에 있어서, 갱폼(2)의 하단 외측과 케이지(1) 하단의 작업대(3) 사이에 양단이 고정된 가이드(30)와, 가이드(30)에 형성된 나사산(31)에 끼워져 회동에 따라 승강 가능한 디쉬너트(40)와,In the well-known thing consisting of the cage 1 provided with the worktable 3 for affixing inside, and the gangform 2 for external wall curing, the worktable 3 of the lower end of the gangform 2 and the lower end of the cage 1 is provided. A guide nut 30 fixed at both ends thereof, a dish nut 40 which is fitted to the thread 31 formed on the guide 30, and which can be elevated according to rotation; 갱폼(2)의 상단에 고정되는 앵커(4) 및 갱폼(2)의 하단 측 및 작업대(3)에 인접한 위치의 외벽에 매설되는 앵커(4)와 앵커(4)에 고정되며, 디쉬너트(40)가 접하는 전술한 가이드(30)가 관통되는 요입홈(12)이 구비된 고정크램프(10)와, 고정크램프(10)에 체결되며, 요입홈(12)과 연통되는 장요홈(21)이 구비된 착탈크램프(20)를 구비하여서 됨을 특징으로 하는 고층건물시공용 지씨에스.Anchor 4 fixed to the top of the gangform 2 and anchor 4 and anchor 4 embedded in the outer wall at the lower side of the gangform 2 and adjacent to the worktable 3, and fixed to the dish nut ( The fixed clamp 10 is provided with a concave inlet groove 12 through which the above-described guide 30 is in contact with the 40, and the jangyo groove 21 is fastened to the fixed clamp 10, and communicated with the concave inlet groove 12 High-rise building construction GS characterized in that it is provided with a detachable clamp 20 provided. 청구항 1에 있어서,The method according to claim 1, 착탈크램프(20)는 경사면(22)을 구비하여서 됨을 특징으로 하는 고층건물시공용 지씨에스.Detachable clamp 20 is a high-rise building construction characterized in that it is provided with an inclined surface (22). 청구항 1에 있어서,The method according to claim 1, 가이드(30)의 일측에 걸림턱(32)을 구비함을 특징으로 하는 고층건물시공용 지씨에스.High-rise building construction GS characterized in that it comprises a locking step 32 on one side of the guide (30). 청구항 3에 있어서,The method according to claim 3, 전술한 걸림턱(32)은 가이드(30)의 상단과 하단을 제외한 나머지 부분 전반에 걸쳐 형성되도록 함을 특징으로 하는 고층건물시공용 지씨에스.The aforementioned hooking jaw 32 is a high-rise building construction gs characterized in that it is formed over the remaining portion of the guide 30, except the top. 청구항 3에 있어서,The method according to claim 3, 전술한 걸림턱(32)은 그 다음 걸림턱과의 사이 간격이 착탈크램프(20)의 두께보다 높도록 형성함을 특징으로 하는 고층건물시공용 지씨에스.The hooking jaw 32 described above is a high-rise building construction, characterized in that the gap between the hooking jaw is formed to be higher than the thickness of the detachable clamp 20.
KR1020070060413A 2007-06-20 2007-06-20 Guided clinbing system for skyscraper construction KR100862275B1 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101095089B1 (en) 2009-12-11 2011-12-16 김상길 Concrete partial filling apparatus using hanging mould, connection apparatus between steel tube column and H beam, and construction method of concrete partial filling type using the same
KR101438191B1 (en) * 2013-06-03 2014-09-05 (주)노전 automatic climbing system
KR101808640B1 (en) * 2016-04-08 2018-01-18 이옥순 Construction noise reduction devices for windows and doors of the formwork system
US10036170B2 (en) 2015-10-27 2018-07-31 DESPE S.p.A. Climbing equipment and climbing method for the construction of a building
KR102534964B1 (en) * 2022-07-15 2023-05-26 이승준 Guide apparatus for climbing gang forms

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JP2002194893A (en) 2000-12-25 2002-07-10 Taisei Corp Continuous construction method of form device and structure
KR200355424Y1 (en) 2004-04-23 2004-07-06 금강공업 주식회사 Guide device for a climbing typed construction frame
KR200423750Y1 (en) 2006-05-19 2006-08-11 금강공업 주식회사 Device for lifting temporary stand
KR200425807Y1 (en) 2006-06-02 2006-09-08 주식회사 신영 Lift type gangform

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Publication number Priority date Publication date Assignee Title
JP2002194893A (en) 2000-12-25 2002-07-10 Taisei Corp Continuous construction method of form device and structure
KR200355424Y1 (en) 2004-04-23 2004-07-06 금강공업 주식회사 Guide device for a climbing typed construction frame
KR200423750Y1 (en) 2006-05-19 2006-08-11 금강공업 주식회사 Device for lifting temporary stand
KR200425807Y1 (en) 2006-06-02 2006-09-08 주식회사 신영 Lift type gangform

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101095089B1 (en) 2009-12-11 2011-12-16 김상길 Concrete partial filling apparatus using hanging mould, connection apparatus between steel tube column and H beam, and construction method of concrete partial filling type using the same
KR101438191B1 (en) * 2013-06-03 2014-09-05 (주)노전 automatic climbing system
US10036170B2 (en) 2015-10-27 2018-07-31 DESPE S.p.A. Climbing equipment and climbing method for the construction of a building
US10633874B2 (en) 2015-10-27 2020-04-28 DESPE S.p.A. Climbing equipment and climbing method for the construction of a building
KR101808640B1 (en) * 2016-04-08 2018-01-18 이옥순 Construction noise reduction devices for windows and doors of the formwork system
KR102534964B1 (en) * 2022-07-15 2023-05-26 이승준 Guide apparatus for climbing gang forms

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