KR20000063487A - Sheet steel assembly type earth facility - Google Patents

Sheet steel assembly type earth facility Download PDF

Info

Publication number
KR20000063487A
KR20000063487A KR1020000040865A KR20000040865A KR20000063487A KR 20000063487 A KR20000063487 A KR 20000063487A KR 1020000040865 A KR1020000040865 A KR 1020000040865A KR 20000040865 A KR20000040865 A KR 20000040865A KR 20000063487 A KR20000063487 A KR 20000063487A
Authority
KR
South Korea
Prior art keywords
facility
thin plate
sheet steel
assembly type
steel assembly
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.)
Ceased
Application number
KR1020000040865A
Other languages
Korean (ko)
Inventor
이희만
Original Assignee
이희만
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 이희만 filed Critical 이희만
Priority to KR1020000040865A priority Critical patent/KR20000063487A/en
Publication of KR20000063487A publication Critical patent/KR20000063487A/en
Ceased legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/02Foundation pits
    • E02D17/04Bordering surfacing or stiffening the sides of foundation pits
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/06Foundation trenches ditches or narrow shafts
    • E02D17/08Bordering or stiffening the sides of ditches trenches or narrow shafts for foundations
    • E02D17/083Shoring struts

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

PURPOSE: A lagging equipment by assembling the thin plate steel material is provided to improve the safety and use for a long time while the lagging equipment is reusable. CONSTITUTION: In the lagging equipment by assembling the thin plate steel material, three thin plate moulding member(1) make a triangle and are fixed by bolt and then connected to the ground by screw anchor bolt. The connection member is installed in the inside of the triangle by press, so that the member which is placed in the vertex is not pushed by earth pressure.

Description

박판 강재 조립형 토류시설{.}Thin Steel Prefabricated Earth Facilities {.}

본발명은 토류판의 구조에 관한 것으로 보다 상세하게는 중량이 현저히 줄어들면서도 강도가 향상되어 공사현장에 안전성이 증대되고 장기간 재사용이 가능하고 완전한 상품인 토류재를 공장에서 제작하여 현장에서 조립 완성함 으로서 물류비 절감 및 공사비용 절감을 가져오고 현장 환경을 깨끗하게 지키는 역할을 하게된다The present invention relates to the structure of the earth plate. More specifically, the weight is significantly reduced while the strength is improved, thereby increasing the safety at the construction site, reusing the soil for a long time, and making a complete product in the factory and assembling it on site. It will reduce logistics cost and construction cost and will keep the site environment clean.

종래에는 돌으로 축대를 만들고 철사로 엮어서 흘러내림을 방지 하였고 최근에는 시멘트 혹은 용접강재로 사용하였으나 무개가 무겁고 시공상에 어려운점이 많이 발생하고 있는 실정이다. 본발명은 이점을 해결하기 위하여 roll 성형강판을 이용하여 조합함으로 인하여 체결을 완전히 할 수 있고 또 체결후에도 간단한 방법으로 이완방지를 함으로써 토사가 흘러내리는 것을 반영구적으로 안전하게 차단하는 역할을 하게된다.Conventionally, the shaft is made of stone and woven with wire to prevent it from flowing down. Recently, it was used as cement or welded steel, but the flatness is heavy and many construction difficulties arise. In order to solve the advantages, the present invention can be completely combined by using a roll-formed steel sheet, and also plays a role of semi-permanently blocking the flow of soil by preventing loosening in a simple manner after the fastening.

특히 roll 성형 강판을 사용하여 무개가 가볍고 강도는 향상되는 방법을 사용 하였으며 현장 시공을 용이하게 하기위하여 서로 교차되는 부분을 press로 hole 가공을 하여 현장 반입을 함으로 복잡한 장비가 필요없이간단한 공구로써 현장시공이 가능 하게하여 공사비 절감에 크게 기여한다 할 수 있다In particular, the use of roll-formed steel plate used a method of light weight and improved strength. In order to facilitate on-site construction, the site is carried out by pressing holes through the intersecting parts by press to carry out the on-site construction. This makes it possible to contribute greatly to construction cost reduction.

이에따라 본발명은 상기한 이전의 여러 가지 단점을 보완하기 위한 것으로 중량이 현저히 감소하면서 강도는 오이려 향상되어 공사현장에 안전성이 증대되고 장기간 사용과 재활용이 가능한 절취장 토사방지용 박판강재 조립형 토류시설의 구조를 제공한다Accordingly, the present invention is to compensate for the above-mentioned shortcomings, and the weight is remarkably reduced, the strength is improved, and the safety at the construction site is increased. Provide the structure of

도1. 은 절개지에 전체 박판강재 토류시설 배치 대표도Figure 1. Representative layout of entire thin-plate steel earthing facilities

도2. 는 박판 성형재 연결부위 단면도Figure 2. Thin sheet molding section

도3. 은 고정 파일 사용하여 고정한 상태도Figure 3. Diagram pinned using a pinned file

도4. 는 박판 성형강재의 단면도Figure 4. Section of sheet steel

도면의 중요부분에 대한 부호설명Explanation of Signs of Important Parts of Drawings

(1)박판 성형재(1) thin plate molding material

(2)연결 성형재(2) connecting molding materials

(3)연결 bolt(3) connection bolt

(4)고정 파일(4) fixed files

이러한 목적을 달성하기 위하여 본발명은 roll 성형재인 (1)을같은 모양과 길이 세개를 그림1.과 같이 삼각형으로 배치하고 도2와 같이bolt (3)로 연결 고정함 으로써 고정강도를 극대화 하였다. 또 지반과의 고정부위는 도3의(4)인 screw anchor bolt를 사용함 으로써 지반과의 연결을간단하면서 완전하게 고정시키는 구조를 하고 있으며 연결성형재를 press 로 도3의(2)와 같이 성형을 하여 삼각형 꼭지점 부재가 토압에 의하여 밀려 나가는 것을 방지한다. 또 부분 형상이 삼각형 이므로 계속적인 연결이 가능하기 때문에 전체 절개지를 cover를 할수있다In order to achieve this purpose, the present invention maximizes the fixed strength by arranging the roll molding material (1) in the same shape and length in a triangle as shown in Fig. 1 and connecting them with bolts (3) as shown in Fig. 2. In addition, the fixing part with the ground has a structure to fix the connection with the ground simply and completely by using the screw anchor bolt as shown in Fig. 3 (4). This prevents the triangular vertex member from being pushed out by earth pressure. In addition, since the partial shape is triangular, continuous connection is possible so that the entire incision can be covered.

..

Claims (3)

도1.과 같이 박판성형재 (1)과 연결성형재을 이용한 삼각형 형태의 완전 bolt 조립 구조의 토류시설.The earthwork facility of the complete bolt assembly structure of the triangular form using the thin plate molding material (1) and the connecting molding material as shown in FIG. 도4.와 같은 형상인 부재(1)과 같은 경량 박판으로 roll 성형을 한 부재를 이용한 토류시설.A soil facility using a roll-molded member such as a lightweight thin plate such as the member 1 having a shape as shown in FIG. 도3.의 (2)연결 성형재와 (4)고정 파일을 이용하여 고정하는것과 같은 강재 구조물 토류시설고정장치Steel structure earth facility fixing device as fixed by using (2) connecting molding material and (4) fixing file of Figure 3.
KR1020000040865A 2000-07-12 2000-07-12 Sheet steel assembly type earth facility Ceased KR20000063487A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020000040865A KR20000063487A (en) 2000-07-12 2000-07-12 Sheet steel assembly type earth facility

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020000040865A KR20000063487A (en) 2000-07-12 2000-07-12 Sheet steel assembly type earth facility

Publications (1)

Publication Number Publication Date
KR20000063487A true KR20000063487A (en) 2000-11-06

Family

ID=19678365

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020000040865A Ceased KR20000063487A (en) 2000-07-12 2000-07-12 Sheet steel assembly type earth facility

Country Status (1)

Country Link
KR (1) KR20000063487A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113373960A (en) * 2021-06-29 2021-09-10 中石化宁波工程有限公司 Steel detachable mold for protecting precipitation and using method thereof

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR830007974A (en) * 1981-11-28 1983-11-09 신겐 나가오까 How to protect mesh-ring faces
JPS6453242U (en) * 1987-09-25 1989-04-03
JPH0278635U (en) * 1989-11-29 1990-06-18
JPH0340338U (en) * 1989-08-24 1991-04-18
KR920020028A (en) * 1991-04-19 1992-11-20 이도오 요시히꼬 Honeycomb Frame Material and Slope Treatment
WO1994019946A1 (en) * 1993-03-01 1994-09-15 Emory University Treatment of microsporidial and acanthamoeba keratoconjunctivitis with topical fumagillin
KR950011732U (en) * 1993-10-25 1995-05-16 이경군 Block to prevent earth and sand collapse
KR960018082A (en) * 1994-11-29 1996-06-17 김종천 Reinforced earth structure
KR19990046526A (en) * 1999-03-25 1999-07-05 윤성호 A structure for establing a slope and execution method using it

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR830007974A (en) * 1981-11-28 1983-11-09 신겐 나가오까 How to protect mesh-ring faces
JPS6453242U (en) * 1987-09-25 1989-04-03
JPH0340338U (en) * 1989-08-24 1991-04-18
JPH0278635U (en) * 1989-11-29 1990-06-18
KR920020028A (en) * 1991-04-19 1992-11-20 이도오 요시히꼬 Honeycomb Frame Material and Slope Treatment
WO1994019946A1 (en) * 1993-03-01 1994-09-15 Emory University Treatment of microsporidial and acanthamoeba keratoconjunctivitis with topical fumagillin
KR950011732U (en) * 1993-10-25 1995-05-16 이경군 Block to prevent earth and sand collapse
KR960018082A (en) * 1994-11-29 1996-06-17 김종천 Reinforced earth structure
KR19990046526A (en) * 1999-03-25 1999-07-05 윤성호 A structure for establing a slope and execution method using it

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113373960A (en) * 2021-06-29 2021-09-10 中石化宁波工程有限公司 Steel detachable mold for protecting precipitation and using method thereof

Similar Documents

Publication Publication Date Title
US20020076280A1 (en) Environmentally compatible archway for road building
US10202734B2 (en) Prefabricated resuable concrete pedestal element
JP3564669B2 (en) Reinforcement spacer and foundation pile method
US10422465B2 (en) Prefabricated reusable concrete pedestal element
KR20200122912A (en) Bracket Device for Precast Concrete Pole
KR20000063487A (en) Sheet steel assembly type earth facility
CN108505538B (en) Temporary plugging method for urban comprehensive pipe gallery
KR102352719B1 (en) The precast concrete retaining wall with anchor bolts that resists lifting loads in two directions and serves as a segment connecting device and its construction method
US5449020A (en) Elongated enclosure of large cross-section, and process for its manufacture
JP6283906B2 (en) Prop foundation
CN1061121C (en) Method for construction of transverse tension prestress concrete beam
CN109519198B (en) Grid cage type tunnel temporary inverted arch and installation method thereof
CN216663845U (en) Connecting mechanism for steel box girder
CN208738800U (en) Large span arch high voltage power cable gantry
CN211873070U (en) Bar foundation under column for air film building
KR102274910B1 (en) Corrugated steel plate structure reinforcement structure combined with corrugated steel pipe filling concrete
CN204080851U (en) The precast combined distribution transformer box basis of concrete bulk-breaking
KR20030053637A (en) Structures and reinforcement method of corrugated steel plate using T-shaped beam
CN109487817B (en) Three cabin crossing steel bar structure in gallery
CN206616586U (en) A kind of overall stainless steel structure type underground pipe gallery
JP7453174B2 (en) How to install the support
JP7457666B2 (en) Reinforcement structure with drainage function for existing tunnels
CN203846611U (en) Steel structure building
CN213979074U (en) Novel steel bar stress meter
JPH09302665A (en) Construction method for banking reinforced earth wall for constructing vertical wall surface with sheet pile as wall surface material

Legal Events

Date Code Title Description
A201 Request for examination
PA0109 Patent application

Patent event code: PA01091R01D

Comment text: Patent Application

Patent event date: 20000712

PA0201 Request for examination
PG1501 Laying open of application
E902 Notification of reason for refusal
PE0902 Notice of grounds for rejection

Comment text: Notification of reason for refusal

Patent event date: 20030109

Patent event code: PE09021S01D

E801 Decision on dismissal of amendment
PE0801 Dismissal of amendment

Patent event code: PE08012E01D

Comment text: Decision on Dismissal of Amendment

Patent event date: 20030923

Patent event code: PE08011R01I

Comment text: Amendment to Specification, etc.

Patent event date: 20030217

E601 Decision to refuse application
PE0601 Decision on rejection of patent

Patent event date: 20040106

Comment text: Decision to Refuse Application

Patent event code: PE06012S01D

Patent event date: 20030109

Comment text: Notification of reason for refusal

Patent event code: PE06011S01I