KR20080032752A - Mold system of slab for concrete building - Google Patents

Mold system of slab for concrete building Download PDF

Info

Publication number
KR20080032752A
KR20080032752A KR1020060098561A KR20060098561A KR20080032752A KR 20080032752 A KR20080032752 A KR 20080032752A KR 1020060098561 A KR1020060098561 A KR 1020060098561A KR 20060098561 A KR20060098561 A KR 20060098561A KR 20080032752 A KR20080032752 A KR 20080032752A
Authority
KR
South Korea
Prior art keywords
slab
mold
plywood
support
vertical
Prior art date
Application number
KR1020060098561A
Other languages
Korean (ko)
Inventor
장윤근
정일순
Original Assignee
주식회사 신영
정일순
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 주식회사 신영, 정일순 filed Critical 주식회사 신영
Priority to KR1020060098561A priority Critical patent/KR20080032752A/en
Publication of KR20080032752A publication Critical patent/KR20080032752A/en

Links

Images

Classifications

    • 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
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • 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
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/48—Supporting structures for shutterings or frames for floors or roofs
    • 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
    • E04G25/00—Shores or struts; Chocks
    • E04G25/04—Shores or struts; Chocks telescopic

Landscapes

  • 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 mold system for a slab of a concrete structure is provided to heighten economic effect by reducing inconvenience, performing installation work effectively and simply and performing dismantlement work safely and repeatedly. A mold system for a slab of a concrete structure comprises a slab mold formed by arranging vertical supports and horizontal supports on the bottom of a plywood slab and standardizing, a beam mold formed by arranging vertical supports on the bottom of a plywood beam and installing vertical plywood at two sides, a support formed correspondingly to the length of the beam mold by installing a connector(3c) between right and left columns(3a,3b), installing a mold support(3d) at the upper part temporarily, inserting an adjustment screw bar(3f) provided with a grooved support bar(3e) to the top of the right and left columns and regulating the height with an adjustment nut(3g), arranging support frames attached with a height regulation jack(3h) regularly at the bottom and connecting the top of the connector and the bottom of the column with vertical connectors(3i,3j), and a lift type support used below the slab mold.

Description

콘크리트 건축물의 슬라브용 형틀시스템{mold system of slab for concrete building}Mold system of slab for concrete building

도 1은 본 발명의 받침대 사시도1 is a perspective view of the pedestal of the present invention

도 2는 본 발명의 측면도 2 is a side view of the present invention

도 3은 본 발명의 사용상태 단면도3 is a cross-sectional view of the use state of the present invention

도 4는 본 발명의 또 다른 상태 단면도Figure 4 is a cross-sectional view of another state of the present invention

도 5는 본 발명의 조정나사봉의 또다른 예시도이다.5 is another exemplary view of the adjusting screw rod of the present invention.

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

1 : 슬라브형틀 1a : 슬라브합판1: slab mold 1a: slab plywood

1b,1d,2b : 세로받침대 1c : 가로받침대 1b, 1d, 2b: Vertical support 1c: Horizontal support

2 : 보형틀 2a : 보합판 2: prosthetic frame 2a: plywood

2c: 세로합판 3 : 받침대 2c: vertical plywood 3: pedestal

3a,3b : 좌우기둥 3c : 연결대 3a, 3b: left and right columns 3c: connecting rod

3d : 형틀받침대 3e : 받침홈대 3d: frame support 3e: support groove

3f : 조정나사봉 3g : 조정너트3f: Adjustment screw rod 3g: Adjustment nut

3h : 조정용 잭키 3i,3j : 세로연결대3h: Jack key for adjustment 3i, 3j: vertical connector

10 : 슬라브형틀 4 : 리프트형 받침대10: slab mold 4: lift type pedestal

본 발명은 건축물의 슬라브와 슬라브와 일체로 되어 슬라브를 보강하고 지지하는 보를 간편하면서 능률적으로 구축할 수 있도록 그 형틀을 시스템화한 것인데 보다 구체적인 것은 슬라브규격에 맞도록 이동가능케 제작한 슬라브형틀과 슬라브사이에 조립되도록 규격화시킨 보형틀과 보형틀의 길이에 상당하는 길이로 만든 받침틀 위에 슬라브형틀과 보형틀을 떠받칠 수 있도록 받침대를 구성하여 슬라브형틀과 보형틀과 받침대를 시스템화시켜 사용이 편리하도록 제작한 것이다.The present invention is a system to form a simple and efficient system to build a beam that reinforces and supports the slab is integrated with the slab of the building and more specifically, the slab between the slab frame and the slab manufactured to be movable to meet the slab specifications The system is designed to make the slab frame, the form frame and the pedestal system easy to use by constructing the pedestal to support the slab frame and the frame on the support frame made of the standard frame to be assembled to will be.

종래의 콘크리트 건축물용 슬라브형틀이나 보형틀은 각자의 받침틀 위에 슬라브형틀과 보형틀을 구축하여 콘크리트 즙액을 주입하여 응고시키고 양생이 완전히 이루어지면 받침틀을 하나하나 제거하고 탄형하도록 되어 있기 때문에 설치와 제거가 획일화되지 못해 일손이 느리게 되고 형틀을 다시 사용하기가 어렵게 되며 형틀철거단계에서 안전사고 발생율이 높아지는 등의 불편이 있었다.In the conventional slab type or mold for concrete building, the slab mold and the mold are built on their supporting frames to inject and coagulate by injecting concrete juice, and when the curing is completed, the supporting frames are removed and burned. There was inconvenience such as unsatisfactory uniformity, slow working hands, difficult to use the mold again, and high accident rate.

본 발명은 위와 같은 종래의 불편을 개선하여 설치작업이 능률적이고 간편하 며 철거작업이 안전하고 거듭 사용이 가능하여 경제적인 형틀이 되게 한 것인데 이를 첨부된 도면에 의거 상세히 설명하면 다음과 같다.The present invention is to improve the inconvenience of the prior art as described above is to make the installation work is efficient and simple, the demolition work is safe and can be used repeatedly economical form according to the accompanying drawings in detail as follows.

본 발명은 슬라브합판(1a)저면에 세로 받침대(1b)와 가로받침대(1c)를 배치하여 규격화시킨 슬라브형틀(1)과 보합판(2a)밑에 세로 받침대(2b)를 배치하고 양측에 세로합판(2c)을 설치하는 구성의 보형틀(2)과 좌우기둥(3a)(3b)사이에 연결대(3c)를 설치하고 상측에 형틀받침대(3d)를 가설하며 좌우기둥 상단에 받침홈대(3e)가 있는 조정나사봉(3f)을 끼워 조정너트(3g)로 높낮이가 조정되고 하단부에 높낮이 조정용 작키(3h)가 설치된 받침틀을 일정간격에 배치하고 연결대 상단과 기둥하단을 세로 연결대(3i)(3j)로 연결하여 보형틀 길이에 대응하도록 만든 받침대(3)와 슬라브형틀(10)밑에 사용되는 통상의 리프트형 받침대(4)로 이루어진다.In the present invention, the vertical pedestal 1b and the horizontal pedestal 1c are arranged on the bottom of the slab plywood 1a, and the vertical pedestal 2b is disposed under the slab mold 1 and the plywood 2a, and the vertical plywood is disposed on both sides. (2c) Install connecting rod (3c) between the frame (2) and the left and right pillars (3a) and (3b) to install the structure, and install the mold support (3d) on the upper side, the support groove (3e) on the upper left and right columns The adjustment frame (3f) with the adjustment screw rod (3g), the height of which is adjusted with the adjustment nut (3g), and the support frame with the height adjustment key (3h) installed at the lower part at regular intervals, and the upper end of the connecting rod and the lower end of the column (3i) (3j). It is composed of a pedestal (3) made to correspond to the length of the prosthetic frame and the ordinary lift pedestal (4) used under the slab frame (10).

한편 본 발명의 받침대(3)는 보형틀받침대(3d)위에 보형틀(2)의 보합판(2a)밑에 배치된 세로 받침대(3d)가 적층되어 체결되므로서 보형틀을 받치게 고정하게 되고 좌우기둥 위에 설치된 받침홈대(3e)에 슬라브형틀(1)가로받침대(1c) 밑에 개입된 세로받침대(1d)가 배치되어 고정되므로서 슬라브형틀의 저면을 받치게 되므로 본 발명의 받침대(3)는 중앙부에 보형틀(2)이 좌우에 슬라브형틀이 받쳐져서 슬라브형틀과 보형틀이 지지되게 받침대(3)의 좌우기둥 상단 조정나사봉(3f)에 결합된 조정너트(3g)를 좌우로 회전시켜서 받침홈대(3e)의 높낮이를 미세조정할 수 있게 되므로 보와 슬라브형틀의 미세높낮이를 미세하게 조정할 수 있고 또 좌우기둥 하 단부에 설치된 작키(3h)를 이용하므로서 보다 더 정밀한 높낮이가 조정이 이루어지므로 슬라브와 보의 규격을 정확한 위치에 정확하게 설치하여 유지시킬 수 있는 형틀의 제작이 가능케 된다.On the other hand, the pedestal 3 of the present invention is fixed to support the prosthetic frame by being fastened by stacking the vertical pedestal 3d disposed under the plywood plate 2a of the prosthetic frame 2 on the prosthetic pedestal 3d. The pedestal (3) of the present invention is supported by the slab frame (1) interposed below the slab frame (1c) is placed and fixed to the support groove (3e) installed on the pillar to support the bottom of the slab frame The supporting frame (2) is supported by the slab frame on the left and right side to support the slab frame and the frame by rotating the adjusting nut (3g) coupled to the upper and lower adjustment screw rods (3f) of the pedestal (3) from side to side. Since the height of the groove 3e can be finely adjusted, the fine height of the beam and slab molds can be finely adjusted, and by using the small key (3h) installed at the lower end of the left and right pillars, more precise height can be adjusted. Determine the standard It is possible to manufacture a mold that can be installed and maintained in a precise position.

또한 본 발명의 받침대(3)는 좌우기둥(3a)(3b)의 높낮이 조정을 위해 조정나사봉 대신 구멍(3f")이 천공된 조정봉(3f')을 사용하고 조정구(3g')를 사용하여 높낮이 조정이 가능하다.In addition, the pedestal 3 of the present invention uses an adjustment rod 3f 'bored with a hole 3f "instead of an adjustment screw rod for adjusting the height of the left and right pillars 3a and 3b, and uses an adjustment tool 3g'. Height adjustment is possible.

이와 같이 된 본 발명은 받침대(3)위에 보형틀(2)을 조립하고 양측에 슬라브형틀(1)이 받쳐지므로 형틀자체를 조립화 할수 있고 받침대사이에 공지의 리프트형 받침대를 개입시켜 슬라브형틀을 받칠수 있고 받침대(3)를 철거하여 해체하지 않고 이동시킬수 있으며(장비비용) 슬라브형틀(1)은 받침대(3)의 좌우기둥에 설치된 받침홈대(3e)만 하강시켜 분리하고 저면을 받치고 있는 리프트형틀을 하강시켜서 슬라브형틀을 해체하지 않고 분리할 수 있으므로 형틀설치와 철거가 편리하고 신속하며 재조립이 용이한 이점이 있고 이로인해 위험요소가 적고 진입속도가 빨라지는 이점을 얻게 되는 것이다.The present invention as described above is assembled to the mold frame (2) on the pedestal (3) and the slab mold (1) is supported on both sides, so that the mold itself can be assembled and the slab mold through the known lift-type pedestal between the pedestal It can be supported and can be moved without dismantling by dismantling the pedestal (equipment cost). The slab frame (1) is separated by lowering only the support groove (3e) installed on the left and right pillars of the pedestal (3) and lifting the bottom. Since the slab can be separated without dismantling the slab without disassembly, the mold is easy to install and dismantle, quick and easy to reassemble, thereby reducing the risks and increasing the speed of entry.

Claims (1)

슬라브합판(1a)저면에 세로 받침대(1b)와 가로받침대(1c)를 배치하여 규격화시킨 슬라브형틀(1)과 보합판(2a)밑에 세로 받침대(2b)를 배치하고 양측에 세로합판(2c)을 설치하는 보형틀(2)과 좌우기둥(3a)(3b)사이에 연결대(3c)를 설치하고 상측에 형틀받침대(3d)를 가설하며 좌우기둥 상단에 받침홈대(3e)가 있는 조정나사봉(3f)을 끼워 조정너트(3g)로 높낮이가 조정되고 하단부에 높낮이 조정용 작키(3h)가 설치된 받침틀을 일정간격에 배치하여 연결대 상단과 기둥하단을 세로 연결대(3i)(3j)로 연결하여 보형틀 길이에 대응하도록 만든 받침대(3)와 슬라브형틀(10)밑에 사용되는 공지의 리프트형 받침대(4)로 이루어진 콘크리트 건축물의 슬라브용 형틀시스템Vertical slabs (1b) and horizontal pedestals (1c) placed on the bottom of the slab plywood (1a) and standardized slabs (1) and vertical pedestals (2b) under the plywood (2a) and vertical plywood (2c) on both sides A connecting rod 3c is installed between the prosthetic frame 2 and the left and right pillars 3a and 3b for installing the fittings, and a mold support 3d is installed on the upper side, and an adjustment screw rod having a support groove 3e on the upper left and right columns. (3f), adjust the height with the adjusting nut (3g), and place the supporting frame with the height adjustment key (3h) at the lower part at regular intervals, connecting the upper end of the connecting rod and the bottom of the column with the vertical connecting rod (3i) (3j). Frame system for slab of concrete building, consisting of pedestal (3) made to correspond to mold length and known lift pedestal (4) used under slab frame (10)
KR1020060098561A 2006-10-10 2006-10-10 Mold system of slab for concrete building KR20080032752A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020060098561A KR20080032752A (en) 2006-10-10 2006-10-10 Mold system of slab for concrete building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020060098561A KR20080032752A (en) 2006-10-10 2006-10-10 Mold system of slab for concrete building

Publications (1)

Publication Number Publication Date
KR20080032752A true KR20080032752A (en) 2008-04-16

Family

ID=39573132

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020060098561A KR20080032752A (en) 2006-10-10 2006-10-10 Mold system of slab for concrete building

Country Status (1)

Country Link
KR (1) KR20080032752A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102787716A (en) * 2012-08-22 2012-11-21 中建一局华江建设有限公司 Template system and construction method for European style hollowed slab pinnacle model structure
CN111424970A (en) * 2019-01-09 2020-07-17 湖南好快省建筑科技有限公司 Method for constructing aluminum template supporting system
CN114753619A (en) * 2022-04-15 2022-07-15 广东博嘉拓建筑科技有限公司 Top support for engineering construction wood formwork system and construction method thereof
KR102503259B1 (en) 2022-06-20 2023-02-24 미래테크(주) slab molds of separating mechanism

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102787716A (en) * 2012-08-22 2012-11-21 中建一局华江建设有限公司 Template system and construction method for European style hollowed slab pinnacle model structure
CN111424970A (en) * 2019-01-09 2020-07-17 湖南好快省建筑科技有限公司 Method for constructing aluminum template supporting system
CN114753619A (en) * 2022-04-15 2022-07-15 广东博嘉拓建筑科技有限公司 Top support for engineering construction wood formwork system and construction method thereof
KR102503259B1 (en) 2022-06-20 2023-02-24 미래테크(주) slab molds of separating mechanism

Similar Documents

Publication Publication Date Title
CN104652809A (en) Construction method of support system for templates of concrete beams and slabs
CN204418660U (en) Cast-in-situ concrete beam and slab structure form bracing system
CN107795120B (en) Multi-curved-surface free-telescopic building formwork system equipment
CN104594628A (en) Structure template supporting system for cast-in-place concrete beam plate and construction method for structure template supporting system
KR100880708B1 (en) Adjustable bridge lifting apparatus and the method using the apparatus
KR20080032752A (en) Mold system of slab for concrete building
KR101396434B1 (en) Movable mold device
CN104929660B (en) Formation and construction set for continuous open-cut tunnel
KR20090084525A (en) A truss mounting structure for supporting forms
KR101181493B1 (en) Improved support system
CN202544394U (en) Early-dismounting template system
CN203113314U (en) Underground continuous wall and guide wall mobile framework
CN101225709A (en) Adjustable corbel system
CN216914270U (en) Mould device for manufacturing arc members with various sizes
CN220377930U (en) Concrete beam side direction bearing structure that opens a hole
CN220336541U (en) Construction engineering strutting arrangement
CN214687192U (en) Precast box girder beam bottom slope adjusting device
KR200389444Y1 (en) Structure for slab supporting of building
CN220450692U (en) Column tie beam integrated construction tie beam template support conversion device
CN215519952U (en) Concrete building template for civil engineering of easily breaking away from template
KR200397246Y1 (en) setting unit for moulding die
CN221001963U (en) Mounting bracket of extra-large steel mould
CN217174782U (en) Concrete slab pouring device for hydraulic and hydroelectric engineering
CN215150285U (en) Prefabricated staircase hoisting point rapid demoulding device
CN215055281U (en) Panel concrete slipform device of taking one's place

Legal Events

Date Code Title Description
A201 Request for examination
E902 Notification of reason for refusal
E601 Decision to refuse application