[go: up one dir, main page]

KR200303739Y1 - Blocking timber for Jack Support which support concrete form - Google Patents

Blocking timber for Jack Support which support concrete form Download PDF

Info

Publication number
KR200303739Y1
KR200303739Y1 KR20020033034U KR20020033034U KR200303739Y1 KR 200303739 Y1 KR200303739 Y1 KR 200303739Y1 KR 20020033034 U KR20020033034 U KR 20020033034U KR 20020033034 U KR20020033034 U KR 20020033034U KR 200303739 Y1 KR200303739 Y1 KR 200303739Y1
Authority
KR
South Korea
Prior art keywords
support
formwork
jack
jack support
sides
Prior art date
Legal status (The legal status 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 status listed.)
Expired - Fee Related
Application number
KR20020033034U
Other languages
Korean (ko)
Inventor
김광부
Original Assignee
김광부
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 김광부 filed Critical 김광부
Priority to KR20020033034U priority Critical patent/KR200303739Y1/en
Application granted granted Critical
Publication of KR200303739Y1 publication Critical patent/KR200303739Y1/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • 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
    • E04G11/36Forms, 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
    • E04G11/48Supporting structures for shutterings or frames for floors or roofs
    • E04G11/50Girders, beams, or the like as supporting members for forms
    • 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
    • E04G11/36Forms, 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
    • E04G11/48Supporting structures for shutterings or frames for floors or roofs
    • E04G11/50Girders, beams, or the like as supporting members for forms
    • E04G2011/505Girders, beams, or the like as supporting members for forms with nailable or screwable inserts

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

본 고안은 건축물 공사장에서 거푸집용 잭서포트의 버팀목으로 사용되는 각목의 양측면에 단면이 [ 형상의 형강을 서로 마주보게 부착시키고 다수의 콘크리트못으로 결합함으로서 버팀력을 강화시키고, 장시간 사용으로 각목이 썩어 버팀력이 약화된 경우에 형강을 분해시켜 교체 가능하게 하므로서 반복적 사용이 가능한 거푸집용 잭서포트의 버팀목에 관한 것이다.The present design is attached to both sides of the lumber used as the support of the jack support for formwork at the construction site. It relates to the support of the formwork jack support that can be repeatedly used by disassembling and replacing the section steel when the support force is weakened.

본 고안에 따르면, 적정 길이의 각목으로 형성된 거푸집용 잭서포트의 버팀목에 있어서, 상기 각목의 양측면에 단면이 [ 형상의 형강을 서로 마주보게 부착시키고 콘크리트못을 일정 간격으로 박아 일체가 되게 결합된 거푸집용 잭서포트의 버팀목이 제공된다.According to the present invention, in the support of the jack support for formwork formed of squares of appropriate length, the cross-sections on both sides of the squares are attached to each other to form a cross section facing each other and the concrete nails at regular intervals to be integrally coupled Jack support is provided.

Description

거푸집용 잭서포트의 버팀목{Blocking timber for Jack Support which support concrete form}Blocking timber for Jack Support which support concrete form}

본 고안은 건축물 공사장에서 거푸집용 잭서포트의 버팀목으로 사용되는 각목의 양측면에 단면이 [ 형상의 형강을 서로 마주보게 부착시키고 다수의 콘크리트못으로 결합함으로서 버팀력을 강화시키고, 장시간 사용으로 각목이 썩어 버팀력이 약화된 경우에 형강을 분해시켜 교체 가능하게 하므로서 반복적 사용이 가능한 거푸집용 잭서포트의 버팀목에 관한 것이다.The present design is attached to both sides of the lumber used as the support of the jack support for formwork at the construction site. It relates to the support of the formwork jack support that can be repeatedly used by disassembling and replacing the section steel when the support force is weakened.

일반적으로 철근 콘크리트 구조의 건물을 시공시에는 설계된 형태의 모양으로 거푸집을 나무판자나 철판으로 짜서 만들고 각목 또는 철재로 된 잭서포트로 받쳐서 구조물의 형태를 유지시키게 되는데, 상기 거푸집과 잭서포트 사이에 버팀목을 삽입시켜 콘크리트 타설시 거푸집으로부터 받는 압력을 분산시켜 지지하는 버팀 작용을 하고, 거푸집의 천정판에 고정되어 거푸집 형태를 유지시키게 된다.In general, when constructing a reinforced concrete structure, the form is designed in a shape of a wooden board or steel plate, and the structure is supported by a wooden or steel jack support to maintain the shape of the structure, and the support between the formwork and the jack support By inserting it to act as a support for dispersing and supporting the pressure received from the formwork when pouring concrete, it is fixed to the ceiling plate of the formwork to maintain the form form.

그러나 종래의 버팀목은 전체가 목재로 이루어져 있으므로 못박음과 경량에 따른 위치 조정이 용이한 장점이 있으나, 강도가 약하여 수직하중과 강한 지지력을 필요로 할때 많은 수량의 버팀목과 지주을 사용하게 되므로 작업이 번거롭고 공사비도 많이 들어가는 등 여러가지의 폐단이 있었다.However, the conventional shoring is made of wood, so it is easy to adjust the position according to the nailing and light weight. However, when the strength is weak and the vertical load and the strong supporting force are required, a large amount of the shoring and the support are used. There were various closures, including cumbersome and expensive construction costs.

본 고안의 목적은 상기한 바와 같은 종래의 문제점을 해소하고자 하는데 있는 것으로 각목의 양측면에 단면이 [ 형상의 형강을 서로 마주보게 부착시켜 콘크리트못으로 일체가 되게 부착함으로서 버팀력을 보강하여 수직하중을 안전하게 지지할 수 있게 하고, 목재를 이용하여 못박음도 가능하게 하므로 버팀목의 강도와 기능을 향상시킨 거푸집용 잭서포트의 버팀목을 제공하는데 있다.The purpose of the present invention is to solve the conventional problems as described above, the cross-sections on both sides of the lumber are attached to each other to form a cross-section facing each other to be integrated with a concrete nail to reinforce the brace force to vertical load It is to provide a support of the formwork jack support for improving the strength and function of the support because it can be securely supported and nailing is also possible using wood.

도 1은 본 고안의 예시 사시도1 is an exemplary perspective view of the present invention

도 2는 도 1의 A-A' 선단면도2 is a cross-sectional view taken along line AA ′ of FIG. 1;

도 3은 본 고안의 상태 예시도3 is an exemplary view of a state of the present invention

<도면의 주요부분에 대한 부호의 설명><Description of the symbols for the main parts of the drawings>

100 : 버팀목 1 : 각목 2 : [ 형상의 형강100: shoring 1: wood 2: [shaped steel

3, 3' : 콘크리트못3, 3 ': concrete nail

이하, 본 고안의 실시예를 첨부한 도면에 따라 설명하면 다음과 같다.Hereinafter, an embodiment of the present invention will be described with reference to the accompanying drawings.

적정 길이의 각목(1)으로 형성된 거푸집용 잭서포트의 버팀목(100)에 있어서, 상기 각목(1)의 양측면에 단면이 [ 형상의 형강(2)을 서로 마주보게 부착시키고 콘크리트못(3)(3')을 일정 간격으로 박아 일체가 되게 결합하여서 됨을 특징으로 하는 것이다.In the support timber 100 of the jack support for formwork formed of a lumber (1) of the appropriate length, the cross section is attached to both sides of the lumber (1) to face the shape steel (2) facing each other and concrete nail (3) ( It is characterized in that the 3 ') is driven at regular intervals to be united together.

도면중 미설명 부호 4은 잭서포트이고, 5은 거푸집의 천정판이며, 6, 6'은 거푸집과 고정하는 못이다.In the drawings, reference numeral 4 denotes a jack support, 5 denotes a ceiling plate of a formwork, and 6 and 6 'denote nails fixed to the formwork.

이와같이 된 본 고안의 거푸집용 잭서포트의 버팀목(100)은 거푸집의 수직하중을 견딜 수 있도록 세워진 다수개의 지주(4) 상단에 설치되고, 상면은 거푸집의 천정판(5)과 못박음으로 고정 설치되는데 각목의 양측면이 단면이 [ 형상의 형강 (2)으로 보강되어 있으므로 콘크리트 타설시 거푸집에 가해지는 과도한 하중에도 충분히 견딜 수 있는 버팀력이 향상되어 건물 축조공사를 안정성있게 실시할 수 있으며, 종래와 같이 거푸집의 하중을 유지하기 위해 많은 수량의 지주(4)를 사용할 필요가 없고 작업성이 향상되며 공사비도 절감할 수 있게 된다.The support jack of the formwork jack support 100 of the present invention as described above is installed on the top of a plurality of props erected to withstand the vertical load of the formwork, and the upper surface is fixedly fixed by the ceiling plate (5) of the formwork. Since both sides of the timber are reinforced with section-shaped section steel (2), the support force can be improved enough to withstand the excessive load on the formwork when concrete is placed. Likewise, it is not necessary to use a large number of posts 4 to maintain the load of the formwork, and workability is improved and construction costs can be reduced.

특히 본 고안은 각목(1)의 양측면에 형강(2)이 부착된 상하면은 목재로 된 각목이 노출되어 있으므로 거푸집의 천정판(5)과 결합시 못박음이 가능하여 견고한 설치가 가능함에 따라 강도를 보강하면서 목재의 기능도 겸하게 되므로 매우 편리한 잇점이 있다.In particular, the present invention, the upper and lower surfaces attached to the beam (2) on both sides of the lumber (1) is exposed to the wooden lumber, so it can be nailed when combined with the ceiling plate (5) of the formwork, the strength can be installed firmly It is also very convenient because it also serves as a function of wood.

그리고 각목(1)의 양측면에 결합되는 형강(2)은 강도가 강한 콘크리트못(3) (3')으로서 체결되므로 각목(1)의 내부에 강도가 강한 콘크리트못(3)(3')이 적정 간격으로 다수개 박혀 각목(1)의 강도를 보강하게 됨에 따라 더욱 버팀력을 상승시키고 각목(1)이 못박음의 반복으로 균열되거나 부패되어 강도가 약화되었을 경우 콘크리트못(3)(3')을 분해하고 새로운 각목(1)으로 교체하여 강도가 강한 버팀목을 지속적으로 계속 사용할 수 있다.In addition, since the section steel 2 coupled to both sides of the lumber 1 is fastened as a strong concrete nail 3, 3 ′, a strong concrete nail 3, 3 ′ is formed inside the wood 1. As the number of nails (1) is strengthened by reinforcing the strength of the wood chips (1) at appropriate intervals, the support strength is increased, and the concrete nails (3) (3 ') are damaged when the wood chips (1) are cracked or rotted due to repeated nailing. ) Can be dismantled and replaced with a new box (1) to continue to use strong shoring.

이상과 같이 본 고안은 각목(1)의 양측면에 강재 형강(2)을 강도가 강한 다수의 콘크리트못(3)(3')으로 일체가 되게 결합하여 강도를 보강시켜 버팀목을 강화시킨 것이므로 안전한 지지력을 제공할 수 있고, 이로인해 종래와 같이 많은 수의 지주(4)를 사용할 필요가 없어 원가 절감과 함께 작업성을 향상시키며 각목(1)의 교체로서 반복 사용이 가능한 등 그 효과가 매우 크다.As described above, the present design combines the steel beams 2 to the two sides of the wood 1 to be integrally formed with a plurality of concrete nails 3 and 3 'with high strength, thereby reinforcing the strength and strengthening the crutches, thus supporting the safety. It is possible to provide, because of this it is not necessary to use a large number of struts (4) as in the prior art to improve the workability with cost reduction and repeated use as a replacement of the lumber (1), the effect is very large.

Claims (1)

적정 길이의 각목(1)으로 형성된 거푸집용 잭서포트의 버팀목에 있어서, 상기 각목(1)의 양측면에 단면이 [ 형상의 형강(2)을 서로 마주보게 부착시키고 형강(2)에 콘크리트못(3)(3')을 일정 간격으로 박아 일체가 되게 결합함을 특징으로 하는 거푸집용 잭서포트의 버팀목.In the support of the jack support for formwork formed of the wood block (1) of the appropriate length, the cross-sections on both sides of the wood block (1) [the shape of the shaped steel (2) to face each other and the concrete nail (3) Shoring of formwork jack support, characterized in that the unit (3 ') to be fixed at a certain interval to combine.
KR20020033034U 2002-11-05 2002-11-05 Blocking timber for Jack Support which support concrete form Expired - Fee Related KR200303739Y1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR20020033034U KR200303739Y1 (en) 2002-11-05 2002-11-05 Blocking timber for Jack Support which support concrete form

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR20020033034U KR200303739Y1 (en) 2002-11-05 2002-11-05 Blocking timber for Jack Support which support concrete form

Publications (1)

Publication Number Publication Date
KR200303739Y1 true KR200303739Y1 (en) 2003-02-11

Family

ID=41138868

Family Applications (1)

Application Number Title Priority Date Filing Date
KR20020033034U Expired - Fee Related KR200303739Y1 (en) 2002-11-05 2002-11-05 Blocking timber for Jack Support which support concrete form

Country Status (1)

Country Link
KR (1) KR200303739Y1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100805657B1 (en) 2006-04-27 2008-02-21 주식회사 상원산업개발 Strengthened pedestal
WO2009035226A3 (en) * 2007-09-14 2009-05-14 Si-Young Kim Method and system for holding yoke on support

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100805657B1 (en) 2006-04-27 2008-02-21 주식회사 상원산업개발 Strengthened pedestal
WO2009035226A3 (en) * 2007-09-14 2009-05-14 Si-Young Kim Method and system for holding yoke on support

Similar Documents

Publication Publication Date Title
CA2506928C (en) A temporary guard rail support
US7114296B2 (en) Temporary bracing system for insulated wall form and method
CA2111149A1 (en) Wood frame construction system with prefabricated components
CN105888236A (en) Frame formwork system
CA1192368A (en) Self-containing package system for storage and transportation of pre-fabricated portions of a building structure and the assembly thereof
KR100484512B1 (en) The constructing and dismantling method of concrete forms constructed for wall and slab
US20070193194A1 (en) Joists and Floor Panels containing same
KR200303739Y1 (en) Blocking timber for Jack Support which support concrete form
KR20040042029A (en) The structure of concrete forms constructed for wall and slab
US20100037538A1 (en) Temporary adjustable support brace
KR200251831Y1 (en) Underpinning brace for a concrete form
KR200303775Y1 (en) The base bar for wall concrete-forms
KR200189909Y1 (en) Panel for steel concrete
KR200303949Y1 (en) The supporting bar for deck panels
CN202866277U (en) Cast-in-place concrete slab door type non-landing support formwork system
KR200253550Y1 (en) Hydraulic support structure of pier copping of a concrete construction
KR200292760Y1 (en) The base bar of Al-forms for a wall
KR102720024B1 (en) Form bar having inclined plate
KR200303948Y1 (en) The structure of concrete forms constructed for wall and slab
KR200375083Y1 (en) The lower construction structure of wall concrete-forms
CN223620837U (en) Assembled template
KR20060041382A (en) Formwork installation structure for easy wood deck installation
KR200375081Y1 (en) The construction structure of concrete forms
KR200276904Y1 (en) Safety construction of pier for bridge&#39;s inspection
CN217326382U (en) Lifting elevator derrick suitable for elevator shaft with side wall

Legal Events

Date Code Title Description
UA0108 Application for utility model registration

St.27 status event code: A-0-1-A10-A12-nap-UA0108

UR1002 Payment of registration fee

St.27 status event code: A-2-2-U10-U11-oth-UR1002

Fee payment year number: 1

REGI Registration of establishment
UR0701 Registration of establishment

St.27 status event code: A-2-4-F10-F11-exm-UR0701

UG1601 Publication of registration

St.27 status event code: A-4-4-Q10-Q13-nap-UG1601

UR1001 Payment of annual fee

St.27 status event code: A-4-4-U10-U11-oth-UR1001

Fee payment year number: 2

UR1001 Payment of annual fee

St.27 status event code: A-4-4-U10-U11-oth-UR1001

Fee payment year number: 4

UN2301 Change of applicant

St.27 status event code: A-5-5-R10-R13-asn-UN2301

St.27 status event code: A-5-5-R10-R11-asn-UN2301

FPAY Annual fee payment

Payment date: 20070129

Year of fee payment: 5

UR1001 Payment of annual fee

St.27 status event code: A-4-4-U10-U11-oth-UR1001

Fee payment year number: 5

R18-X000 Changes to party contact information recorded

St.27 status event code: A-5-5-R10-R18-oth-X000

LAPS Lapse due to unpaid annual fee
UC1903 Unpaid annual fee

St.27 status event code: A-4-4-U10-U13-oth-UC1903

Not in force date: 20080129

Payment event data comment text: Termination Category : DEFAULT_OF_REGISTRATION_FEE

UN2301 Change of applicant

St.27 status event code: A-5-5-R10-R13-asn-UN2301

St.27 status event code: A-5-5-R10-R11-asn-UN2301

UC1903 Unpaid annual fee

St.27 status event code: N-4-6-H10-H13-oth-UC1903

Ip right cessation event data comment text: Termination Category : DEFAULT_OF_REGISTRATION_FEE

Not in force date: 20080129

R18-X000 Changes to party contact information recorded

St.27 status event code: A-5-5-R10-R18-oth-X000

P22-X000 Classification modified

St.27 status event code: A-4-4-P10-P22-nap-X000

P22-X000 Classification modified

St.27 status event code: A-4-4-P10-P22-nap-X000