WO2013168879A1 - Construction d'une structure à l'aide d'une auge et procédé pour construire la structure - Google Patents

Construction d'une structure à l'aide d'une auge et procédé pour construire la structure Download PDF

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Publication number
WO2013168879A1
WO2013168879A1 PCT/KR2012/011430 KR2012011430W WO2013168879A1 WO 2013168879 A1 WO2013168879 A1 WO 2013168879A1 KR 2012011430 W KR2012011430 W KR 2012011430W WO 2013168879 A1 WO2013168879 A1 WO 2013168879A1
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WO
WIPO (PCT)
Prior art keywords
trap
installation space
ground
reinforcement
embedded
Prior art date
Application number
PCT/KR2012/011430
Other languages
English (en)
Korean (ko)
Inventor
장영환
Original Assignee
Jang Yuong-Hwan
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 Jang Yuong-Hwan filed Critical Jang Yuong-Hwan
Publication of WO2013168879A1 publication Critical patent/WO2013168879A1/fr

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
    • H—ELECTRICITY
    • H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
    • H02G—INSTALLATION OF ELECTRIC CABLES OR LINES, OR OF COMBINED OPTICAL AND ELECTRIC CABLES OR LINES
    • H02G9/00—Installations of electric cables or lines in or on the ground or water
    • H02G9/06—Installations of electric cables or lines in or on the ground or water in underground tubes or conduits; Tubes or conduits therefor

Definitions

  • the present invention relates to a structure installation structure and a construction method using the trap, more specifically, it can be easily installed and installed in the foundation work by making the trap easily into a low-cost concrete structure, it is configured on the trap to the upper side Since the earthing plate does not need to be embedded to the bottom surface of the installation space by the enclosed sealing part, it is possible to shorten the working time due to the earthing of the earth plate. By making a wide width of earth plate with low height, it can be buried in the outside of H beam to shorten the air due to earth plate embedment and reduce material cost by reducing the use of expensive steel earth plate. In addition, ground subsidence is prevented through reinforcement piles, reinforcement H beams and foundation works. It relates to the construction and installation structure construction method using the Trough.
  • Structures such as power outlets, communication ports, and public spheres are lengths or underground tunnels designed to accommodate electric wires, water pipes, gas pipes, and telephone lines together, and are formed of concrete structures that have sufficient space for people to pass through. Buried underground
  • the present applicant has developed a structure installation structure and construction method using the trap, which can achieve the construction easily and quickly while reducing the construction cost.
  • Structural installation structure using the trap of the present invention for achieving the above object, in the installation structure of the structure buried in the ground, the installation space portion in the transverse direction exploded in the ground; A reinforcement pile embedded in the bottom surface of the installation space portion to protrude upward from the bottom surface of the installation space portion; A reinforcement H beam connected to the upper surface of the reinforcement pile in a transverse direction; H beams embedded at both edges of the installation space; An earth plate embedded in the ground in close contact with the outer surface of the H beam; A foundation work part packed on the bottom surface of the installation space so that the reinforcement pile and the reinforcement H beam are embedded; Trap composed of a seating portion to be seated on the basic construction portion, and a sealing portion integrally formed at both ends of the seating portion to protrude upward; The structure is installed in the seating portion of the trap; consisting of, the depth of the earth plate is higher than the height of the bottom surface of the installation space portion, it is characterized in that it is buried lower than the height of the protrusion formed in the trap.
  • the present invention is a reinforcement pile is embedded in the bottom surface of the installation space portion is formed to protrude above the bottom surface of the installation space portion, the reinforcement H beam is installed in the transverse direction connected to the upper surface of the reinforcement pile, the reinforcement pile and reinforcement
  • the H beam is characterized by being buried at the pavement of the foundation.
  • H beam embedding step of embedding the H beam in the ground at regular intervals in the transverse direction spaced apart on both sides;
  • a reinforcing file embedding step of embedding a reinforcing file in the ground between the H beams spaced apart from both sides;
  • a soil sales installation step of embedding the earth plate so as to be in close contact with the outer surface of the H beam embedded in the ground;
  • a basic packaging step of paving the basic construction part on the bottom surface of the installation space part;
  • the trap of the present invention is characterized in that it is prefabricated with a concrete structure to be installed in the foundation work.
  • the trap can be easily made into an inexpensive concrete structure and can be easily installed and installed on the foundation construction, and is formed on the trap and is formed to protrude upward. Since the earth plate does not need to be buried to the bottom surface of the installation space by the unit, there is an advantage of reducing the work time due to the embedding of the earth plate.
  • the present invention is not only easy to work according to the buried earth plate is made of a low height, but also to produce a wide width of the earth plate having a low height can be embedded in a wide width on the outside of the H-beam to the earth plate buried
  • the air can be shortened, and the material cost can be reduced by reducing the use of expensive steel earth plate.
  • the present invention is installed in the reinforcement pile horizontally projected on the reinforcement pile projecting on the bottom surface of the installation space portion, the reinforcement pile and the reinforcement H-beam is combined with the foundation construction part because it firmly paved the soft ground It is a useful invention to prevent ground subsidence by the weight of the structure.
  • 1 is a front sectional view showing the installation structure of the structure using the trap of the present invention.
  • Figure 2 is a plan sectional view showing the installation structure of the structure using the trap of the present invention.
  • Figure 3 is a flow chart showing the construction method of the structure using the trap of the present invention.
  • h1 buried depth
  • h2 floor height
  • the present invention relates to a structure installation structure and a construction method using traps for embedding structures such as electric power, communication, and hollow spheres in the ground (1) that accommodate electric wires, water pipes, gas pipes, and telephone lines.
  • the installation space part 10 the H beam 20, the earth plate 30, the foundation work part 40, the trap 50 and the structure 60 is composed of .
  • the installation space 10 is a structure for embedding the structure 60, is a conventional configuration that is exploded in the transverse direction in the ground (1).
  • the bottom surface of the exploded installation space 10 is usually compacted for easy construction, reinforcement pile (P) to reinforce the bottom surface of the installation space 10 to prevent settlement of the ground It is preferable to bury this.
  • the reinforcement pile (P) can be used as a H-beam as a normal pile to be built when the foundation of the construction / civil engineering, and when combined with the foundation work part 40 at the time of construction of the foundation work part 40 It is preferable to protrude slightly from the bottom surface of the installation space 10 so that the construction of the construction part 40 is made.
  • the reinforcement pile (P) is a structure that is embedded in the ground (1) before the excavation, after excavating the installation space 10, the portion protruding upward from the bottom surface of the installation space 10 It is preferable to perform a cutting operation to make the constant, and to prevent ground subsidence by installing the reinforcement H beam (P1) in the transverse direction using a reinforcing bar (not shown) on the upper surface of the cut reinforcement pile (P) May be more effective.
  • the H beam 20 is a conventional configuration that is embedded in the ground (1) in the transverse direction before dig the installation space 10, both sides to secure the installation space 10 through the trench It is formed spaced apart, by supporting the earth plate 30 serves to prevent the soil from entering the interior of the installation space (10).
  • the earth plate 30 is embedded in the ground (1) in a state in close contact with the outer surface of the H beam 20 is supported by the H beam 20 as described above, the installation space around the portion 10 Soil is prevented from flowing into the installation space 10.
  • the depth of embedding (h1) of the earth plate 30 is characterized in that it is not buried up to the bottom surface of the installation space portion 10 is made of trench, it can be configured to have such a structure in the trap 50 It is possible by the sealing part 53 which protrudes upwards.
  • the earth plate 30 when the buried depth (h1) of the earth plate 30 is formed only lower than the protrusion height (h3) of the sealing portion 53, the earth plate 30 can achieve the role of the earth block, the earth plate 30 in the present invention It is possible to bury only the depth of embedding (h1) up to about 3/5 of the total depth of the installation space (10).
  • the amount of expensive steel earth plate 30 is reduced, thereby reducing the material cost, and facilitated by the earth plate 30 produced at a low height.
  • the earth plate 30 since the earth plate 30 is manufactured at a low height, the earth plate 30 may be easily buried even when manufactured in a wide width, and thus the earth plate 30 may be formed at the outer side of the H beam 20. It can be buried in a wide width can reduce the number of embedding of the earth plate 30, thereby shortening the air due to the earth plate 30 embedded.
  • the foundation construction portion 40 is a structure that is paved on the bottom surface of the installation space 10 made of trenches, is constructed using materials such as gravel and sand, cement and concrete, the installation space of the portion 10 By combining with a reinforcement pile (P) slightly protruded from the bottom surface and the reinforcement H beam (P1) installed in the transverse direction to the reinforcement pile (P) to form a solid bottom layer.
  • the trap 50 is a structure that is installed in the foundation work part 40, the mounting part 51 is installed in the foundation work part 40, the structure 60 is installed, and the seating part 51 It is formed integrally at both ends and consists of a sealing portion 53 protruding upwards, and can be easily manufactured as a concrete structure with low cost and excellent strength.
  • the height of the protrusion (h3) of the closed portion 53 formed in the trap 50 to reduce the amount of expensive earth plate 30 used It is preferable to form a high), but when the depth of embedding (h1) of the earth plate 30 is too low to try to form the protrusion height (h3) of the sealing portion 53 too high, the earth plate 30 is embedded Since a large amount of soil is introduced through the lower portion of the earth plate 30 is not made, it is difficult to install the foundation construction part 20 and the construction of the traps 30, as described above, the depth of embedding of the earth plate 30 (h1) is buried only about 3/5 of the total depth of the installation space 10, the height of the protrusion (h3) of the sealing portion 53 is about 1 / the total depth of the installation space (10) It is preferable to form so as to protrude only to about two points.
  • the soil flows into the installation space 10 through the lower side of the earth plate 30. Even if the protection of the structure 60 by the close contact portion 53 is made.
  • the trap 50 may be directly installed on the foundation work part 40, but it is preferable to be installed in the foundation work part 40 after the pre-fabrication for quick and easy installation, the installation of It is more preferable to make a large number and to install continuously in a transverse direction for ease.
  • the structure 60 is configured as a conventional power tool, cavity tool, communication tool, it is installed on the seating portion 51 of the trap 50 is protected by the sealing portion 53.
  • the upper portion of the H beam 20 on the upper side of the structure 60 is provided with a conventional control jack 9 for maintaining the spacing of the H beam 20 spaced apart on both sides through the cradle (7). .
  • the buried position of the structure 60 is selected, and then the H beam 20 is embedded by spaced apart at a predetermined interval in the transverse direction in the ground (1) on both sides of the place to form a trench, ( S10)
  • the reinforcement pile P is embedded in the ground 1 between the H-beams 20 spaced apart from both sides and spaced apart in the lateral direction.
  • the earth plate 30 is a structure that is embedded in close contact with the outer surface of the H-beam 20, because the earth plate 30 is formed with a low height and a wide width, the earth plate 30 is constant
  • the structure may be easily buried over three H beams 30, not a structure buried between two H beams 20 spaced apart from each other, thereby shortening the air due to the embedding of the earth plate 30. Can be.
  • the reinforcement pile embedding step (S20) and the sale of soil sale step (S30) do not affect each other, so the order may be reversed.
  • the reinforcement pile P embedded in the ground 1 protrudes upward through the bottom surface of the installation space portion 10.
  • (P) is to be covered by the base packaging part 40 when paving the foundation work part 40, so that a certain portion must be cut to protrude only a predetermined height from the bottom surface of the installation space 10, reinforcement
  • the reinforcing H beam P1 is connected to the upper surface of the cut reinforcing pile P in the lateral direction so as to firmly reinforce the soft ground.
  • the method of connecting and installing the reinforcement H beam P1 to the reinforcement pile P may be easily achieved using a common rebar (not shown).
  • the foundation work on the bottom surface of the installation space 10 can be formed to form the foundation work part 40, according to the foundation work part 40, the foundation work part 40 And the bottom surface of the installation space 10 is firmly reinforced through the firm coupling of the reinforcement pile (P) and the reinforcement H beam (P1) (S60).
  • the trap 50 can be easily manufactured with a low-cost and excellent concrete structure, it may be installed directly on the foundation work 40, but after making the line for quick and easy construction, It is installed on the basic construction part 40, but for the ease of installation can be manufactured in a number of continuous installation in the transverse direction, it may be a normal waterproof treatment.
  • the protrusion height h3 of the sealing part 53 formed in the trap 50 is projected to be slightly higher than the embedding depth h1 of the earth plate 30 so that the earth plate 30 and the sealing part 53 are formed. Since only the overlapping part is present, it is formed to protrude only about 1/2 point from the total depth of the installation space 10.
  • a conventional control jack 9 for maintaining the spacing of the H beam 20 spaced apart from both sides is provided Can be installed through the cradle (7).

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  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Foundations (AREA)

Abstract

La présente invention porte sur la construction d'une structure à l'aide d'une auge, qui comprend un espace de construction excavé de façon transversale dans le sol, des pieux de renfort, des poutres en H de renfort, des poutres en H enfouies, des plaques de prévention de glissement de terrain, une partie de travail de fondation, une auge et une structure, la profondeur d'enfouissement des plaques de prévention de glissement de terrain étant supérieure au fond de l'espace de construction et inférieure à la hauteur de saillie de la partie de scellement formée sur l'auge. Par la construction d'une structure à l'aide d'une auge et par un procédé pour construire la structure selon la présente invention, l'auge est facilement réalisée en une structure en béton peu coûteuse, et installée facilement et de façon sûre dans la partie de travail de fondation, et, également, la partie de scellement formée sur l'auge et faisant saillie vers le haut élimine la nécessité d'enfouir les plaques de prévention de glissement de terrain jusqu'au fond de l'espace de construction, de façon à diminuer ainsi le temps de travail nécessaire pour enfouir les plaques de prévention de glissement de terrain.
PCT/KR2012/011430 2012-05-09 2012-12-26 Construction d'une structure à l'aide d'une auge et procédé pour construire la structure WO2013168879A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
KR10-2012-0049136 2012-05-09
KR1020120049136A KR101169437B1 (ko) 2012-05-09 2012-05-09 트라프를 이용한 구조물 설치구조 및 시공공법

Publications (1)

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WO2013168879A1 true WO2013168879A1 (fr) 2013-11-14

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PCT/KR2012/011430 WO2013168879A1 (fr) 2012-05-09 2012-12-26 Construction d'une structure à l'aide d'une auge et procédé pour construire la structure

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WO (1) WO2013168879A1 (fr)

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KR101455202B1 (ko) 2013-07-23 2014-10-28 주식회사 인터컨스텍 가시설이 설치된 하부부재를 이용한 지하구조물 시공방법
CN104878774B (zh) * 2015-04-03 2017-01-11 王燏斌 移动式围堰明挖法
KR102215027B1 (ko) * 2020-08-31 2021-02-10 김상우 지반 지내력을 이용한 구조물 구축 방법

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100302901B1 (ko) * 2000-02-22 2001-11-03 장두형 조립식 암거 및 그 설치공법
KR200398755Y1 (ko) * 2005-07-12 2005-10-18 한림에코텍 주식회사 암거 지지구조
KR20060110163A (ko) * 2005-04-19 2006-10-24 황익현 조립식 식생 배수로 및 그 시공방법
KR100668486B1 (ko) * 2006-03-13 2007-01-16 (주)리튼브릿지 이동식 가시설시스템
KR100671289B1 (ko) * 2005-10-10 2007-01-19 한국건설기술연구원 배수통문 콘크리트 슬리브를 이용한 하천제방 붕괴방지방법

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100751573B1 (ko) 2007-02-14 2007-08-27 주식회사 한국종합기술 연약지반 기초보강용 상수도 관거 받침장치

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100302901B1 (ko) * 2000-02-22 2001-11-03 장두형 조립식 암거 및 그 설치공법
KR20060110163A (ko) * 2005-04-19 2006-10-24 황익현 조립식 식생 배수로 및 그 시공방법
KR200398755Y1 (ko) * 2005-07-12 2005-10-18 한림에코텍 주식회사 암거 지지구조
KR100671289B1 (ko) * 2005-10-10 2007-01-19 한국건설기술연구원 배수통문 콘크리트 슬리브를 이용한 하천제방 붕괴방지방법
KR100668486B1 (ko) * 2006-03-13 2007-01-16 (주)리튼브릿지 이동식 가시설시스템

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