KR101102565B1 - Joint apparatus for reinforcing member in retaining wall - Google Patents

Joint apparatus for reinforcing member in retaining wall Download PDF

Info

Publication number
KR101102565B1
KR101102565B1 KR1020090002221A KR20090002221A KR101102565B1 KR 101102565 B1 KR101102565 B1 KR 101102565B1 KR 1020090002221 A KR1020090002221 A KR 1020090002221A KR 20090002221 A KR20090002221 A KR 20090002221A KR 101102565 B1 KR101102565 B1 KR 101102565B1
Authority
KR
South Korea
Prior art keywords
retaining wall
reinforcement
main body
transverse
reinforcing member
Prior art date
Application number
KR1020090002221A
Other languages
Korean (ko)
Other versions
KR20100082927A (en
Inventor
박정환
백효선
Original Assignee
주식회사 제이에이치
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 제이에이치 filed Critical 주식회사 제이에이치
Priority to KR1020090002221A priority Critical patent/KR101102565B1/en
Publication of KR20100082927A publication Critical patent/KR20100082927A/en
Application granted granted Critical
Publication of KR101102565B1 publication Critical patent/KR101102565B1/en

Links

Images

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
    • E02D29/02—Retaining or protecting walls
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E02D17/20—Securing of slopes or inclines
    • E02D17/205—Securing of slopes or inclines with modular blocks, e.g. pre-fabricated
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00—Geometrical or physical properties
    • E02D2200/14—Geometrical or physical properties resilient or elastic
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00—Geometrical or physical properties
    • E02D2200/16—Shapes
    • E02D2200/1607—Shapes round, e.g. circle

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)
  • Environmental & Geological Engineering (AREA)
  • Retaining Walls (AREA)

Abstract

본 발명은 본체(100); 옹벽의 전면을 형성하는 블록(10)의 횡방향 보강재 삽입홈(11)에 삽입되는 횡방향 보강재(20)가 관통하도록 심부에 횡방향 보강재 관통공(210)이 형성됨과 아울러, 본체(100)의 전단에 설치된 횡방향 보강재 결합부재(200); 블록(10)의 종방향 보강재 삽입홈(12)에 삽입되는 종방향 보강재(30)의 전단이 결합하도록 본체(100)의 후단에 형성된 종방향 보강재 결합부(300);를 포함하는 것을 특징으로 하는 옹벽용 보강재 연결기구를 제시함으로써, 구조적 취약부를 형성하지 않고, 보강재의 운반과 보관을 간편하게 하며, 옹벽의 절곡 또는 만곡구간의 경우라도 용이한 시공을 가능하도록 한다.The present invention body 100; A transverse reinforcement through-hole 210 is formed in the core portion to allow the transverse reinforcement 20 to be inserted into the transverse reinforcement insertion groove 11 of the block 10 forming the front surface of the retaining wall, and the main body 100. Transverse reinforcing member coupling member 200 installed at the front end of the; And a longitudinal stiffener coupling part 300 formed at a rear end of the main body 100 so that the front end of the longitudinal stiffener 30 inserted into the longitudinal stiffener insertion groove 12 of the block 10 is coupled thereto. By presenting the retaining wall connecting mechanism for the retaining wall, it is possible to simplify the transportation and storage of the reinforcing material without forming structural weaknesses, and to enable easy construction even in the case of bending or curved sections of the retaining wall.

옹벽, 블록, 보강재, 연결 Retaining wall, block, reinforcement, connection

Description

옹벽용 보강재 연결기구{JOINT APPARATUS FOR REINFORCING MEMBER IN RETAINING WALL}Reinforcement connector for retaining wall {JOINT APPARATUS FOR REINFORCING MEMBER IN RETAINING WALL}

본 발명은 건설 분야에 관한 것으로서, 상세하게는 옹벽의 전면 블록에 결합하는 보강재의 결합구조에 관한 것이다.TECHNICAL FIELD The present invention relates to the field of construction, and more particularly, to a coupling structure of a reinforcing material that couples to a front block of a retaining wall.

축조식 옹벽은 다수의 블록의 축조에 의해 옹벽 전면의 구조물을 형성하는 방식의 옹벽을 말한다.Construction retaining wall refers to a retaining wall in a manner of forming a structure in front of the retaining wall by the construction of a plurality of blocks.

이러한 축조식 옹벽의 블록은 철근 등의 보강재에 의해 배후토사에 매설된 앵커체 등에 지지되어 안정을 이루게 된다.The block of the built-in retaining wall is supported by an anchor body embedded in the rearing soil by reinforcing materials such as reinforcing bars, thereby achieving stability.

도 1,2는 종래의 축조식 옹벽의 블록과 보강재의 결합구조를 도시한 것이다.1 and 2 illustrate a coupling structure of a block and a reinforcement of a conventional structured retaining wall.

도 1에 도시된 바와 같은 'ㄱ'자 형상의 보강재(13)의 전단이 다수 블록(10)의 횡방향 보강재 장착홈(11) 및 종방향 보강재 장착홈(12)에 결합하고, 그 후단은 앵커체(미도시) 등에 의해 지지되는 방식을 취한다.The front end of the 'b' shaped reinforcement 13 as shown in Figure 1 is coupled to the transverse stiffener mounting groove 11 and the longitudinal stiffener mounting groove 12 of the plurality of blocks 10, the rear end of The method of supporting by an anchor body (not shown) etc. is taken.

그런데, 이와 같은 종래의 옹벽의 결합구조는 다음과 같은 문제를 안고 있었다.However, the conventional coupling structure of the retaining wall has the following problems.

첫째, 'ㄱ'자 형상의 보강재(13)의 절곡부에 응력집중이 발생하므로, 구조적 취약부가 형성된다는 점이다.First, since stress concentration occurs in the bent portion of the 'b' shaped reinforcement 13, the structural weakness is formed.

둘째, 'ㄱ'자 형상으로 가공된 보강재(13)는 운반 및 보관이 불편하고, 파손의 위험이 높다는 점이다.Second, the reinforcement material 13 processed in the 'b' shape is inconvenient to transport and storage, high risk of breakage.

셋째, 옹벽의 절곡 또는 만곡구간의 경우, 'ㄱ'자 형상의 보강재(13)의 절곡부의 각도를 조정하여야 하는데, 현장에서 이를 정확히 가공하는 것은 대단히 어렵다는 점이다.Third, in the case of bending or curved section of the retaining wall, it is necessary to adjust the angle of the bent portion of the 'b' shaped reinforcement 13, it is very difficult to accurately process it in the field.

본 발명은 상기와 같은 문제점을 해결하기 위하여 도출된 것으로서, 구조적 취약부를 형성하지 않고, 보강재의 운반과 보관을 간편하게 하며, 옹벽의 절곡 또는 만곡구간의 경우라도 용이한 시공을 가능하도록 하는 옹벽용 보강재 연결기구를 제시하는 것을 그 목적으로 한다.The present invention has been derived to solve the above problems, do not form a structural weakness, to facilitate the transport and storage of the reinforcement, retaining wall reinforcement to enable easy construction even in the case of bending or curved section of the retaining wall It aims to present the connecting mechanism.

본 발명은 상술한 바와 같은 목적을 달성하기 위하여, 본체(100); 옹벽의 전면을 형성하는 블록(10)의 횡방향 보강재 삽입홈(11)에 삽입되는 횡방향 보강재(20)가 관통하도록 심부에 횡방향 보강재 관통공(210)이 형성됨과 아울러, 상기 본체(100)의 전단에 설치된 횡방향 보강재 결합부재(200); 상기 블록(10)의 종방향 보강재 삽입홈(12)에 삽입되는 종방향 보강재(30)의 전단이 결합하도록 상기 본체(100)의 후단에 형성된 종방향 보강재 결합부(300);를 포함하는 것을 특징으로 하는 옹벽용 보강재 연결기구를 제시한다.The present invention, in order to achieve the object as described above, the main body 100; A transverse reinforcement through-hole 210 is formed in the core portion to allow the transverse reinforcement 20 to be inserted into the transverse reinforcement insertion groove 11 of the block 10 forming the front surface of the retaining wall, and the main body 100 Transverse reinforcing member coupling member 200 installed at the front end of the; And a longitudinal stiffener coupling part 300 formed at a rear end of the main body 100 so that the front end of the longitudinal stiffener 30 inserted into the longitudinal stiffener insertion groove 12 of the block 10 is coupled. A reinforcing member for retaining wall is provided.

상기 횡방향 보강재 결합부재(200)는 횡단면들이 실질적으로 동일한 형상인 것이 바람직하다.The transverse reinforcing member coupling member 200 preferably has substantially the same cross-sectional shape.

상기 횡방향 보강재 결합부재(200)는 횡단면이 원형인 것이 바람직하다.Preferably, the transverse reinforcing member coupling member 200 has a circular cross section.

상기 본체(100)에는 전후방향으로 본체 관통공(110)이 형성되고, 상기 횡방향 보강재 결합부재(200)는 상기 본체 관통공(110)의 전단에 나사결합한 것이 바람직하다.The main body 100 has a main body through-hole 110 is formed in the front and rear direction, the lateral reinforcing member coupling member 200 is preferably screwed to the front end of the main body through-hole 110.

상기 본체 관통공(110)의 후단은 후방을 향할수록 점점 좁아지는 구조이고, 상기 종방향 보강재 결합부(300)는 심부에 상기 종방향 보강재(30)의 전단이 결합한 상태에서, 상기 본체 관통공(110)의 후단에 결합하는 쐐기부재(310)를 포함하는 것이 바람직하다.The rear end of the main body through-hole 110 has a structure that becomes narrower toward the rear, the longitudinal reinforcing member coupling portion 300 is a state in which the front end of the longitudinal reinforcing material 30 is coupled to the core portion, the main body through-hole It is preferable to include a wedge member 310 coupled to the rear end of the (110).

상기 쐐기부재(310)는 복수의 조각부재(310a,310b,310c)에 의해 형성된 것이 바람직하다.The wedge member 310 is preferably formed by a plurality of carving members (310a, 310b, 310c).

상기 복수의 조각부재(310a,310b,310c)는 탄성 재질에 의한 오-링(400)에 의해 상호 결합한 것이 바람직하다.The plurality of engraving members (310a, 310b, 310c) is preferably coupled to each other by the O-ring 400 made of an elastic material.

본 발명은 구조적 취약부를 형성하지 않고, 보강재의 운반과 보관을 간편하게 하며, 옹벽의 절곡 또는 만곡구간의 경우라도 용이한 시공을 가능하도록 하는 옹벽용 보강재 연결기구를 제시한다.The present invention provides a retaining wall reinforcing member connecting mechanism for simplifying the transport and storage of the reinforcing material without forming structural weaknesses, and to enable easy construction even in the case of bending or curved sections of the retaining wall.

이하, 첨부도면을 참조하여 본 발명의 실시예에 관하여 상세히 설명한다.Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings.

도 3 이하에 도시된 바와 같이, 본 발명에 의한 옹벽용 보강재 연결기구는 기본적으로, 본체(100); 옹벽의 전면을 형성하는 블록(10)의 횡방향 보강재 삽입홈(11)에 삽입되는 횡방향 보강재(20)가 관통하도록 심부에 횡방향 보강재 관통공(210)이 형성됨과 아울러, 본체(100)의 전단에 설치된 횡방향 보강재 결합부재(200); 블록(10)의 종방향 보강재 삽입홈(12)에 삽입되는 종방향 보강재(30)의 전단이 결합하도록 본체(100)의 후단에 형성된 종방향 보강재 결합부(300);를 포함 하여 구성된다.As shown in Figure 3 below, the retaining wall connecting mechanism for the retaining wall according to the present invention basically, the main body 100; A transverse reinforcement through-hole 210 is formed in the core portion to allow the transverse reinforcement 20 to be inserted into the transverse reinforcement insertion groove 11 of the block 10 forming the front surface of the retaining wall, and the main body 100. Transverse reinforcing member coupling member 200 installed at the front end of the; And a longitudinal stiffener coupling part 300 formed at the rear end of the main body 100 so that the front end of the longitudinal stiffener 30 inserted into the longitudinal stiffener insertion groove 12 of the block 10 is coupled.

즉, 종래와 같이 'ㄱ'자형 절곡부가 형성된 보강재(13)를 사용하지 않고, 일반 선형 보강재를 각각 횡방향 보강재(20)와 종방향 보강재(30)로 사용한다는 전제 하에, 횡방향 보강재(20)가 결합하는 횡방향 보강재 결합부재(200) 및 종방향 보강재(30)가 결합하는 종방향 보강재 결합부(300)를 구비한 별도의 연결기구에 의해 이들 보강재(20,30)가 상호 결합하는 구성을 취하도록 한 것이다.That is, the lateral reinforcement 20 is provided on the premise that a general linear reinforcement is used as the transverse reinforcement 20 and the longitudinal reinforcement 30, respectively, without using the reinforcement 13 in which the 'b'-shaped bent portion is formed as in the prior art. These stiffeners (20, 30) are mutually coupled by a separate connecting mechanism having a longitudinal stiffener coupling member 200 and a longitudinal stiffener coupling portion 300 to which the longitudinal stiffener (30) is coupled. It is to be configured.

따라서, 일반적인 선형 구조의 보강재를 사용하므로 운반과 보관이 간편하고, 보강재(20,30)들이 연결기구에 의해 연결되므로 구조적 취약부를 형성하지 않는다는 효과를 얻을 수 있다.Therefore, since a general linear structure reinforcement is used, transportation and storage are easy, and since the reinforcement 20 and 30 are connected by a connection mechanism, it is possible to obtain an effect of not forming a structural weakness.

횡방향 보강재 결합부재(200)는 심부의 횡방향 보강재 관통공(210)에 횡방향 보강재(20)가 결합한 상태에서 본체(100)에 결합하는 구조를 취한다.The lateral reinforcing member coupling member 200 has a structure that couples to the main body 100 in a state where the lateral reinforcing member 20 is coupled to the lateral reinforcing member through-hole 210 of the core portion.

이러한 횡방향 보강재 결합부재(200)는 다양한 형상을 취할 수 있는데, 그 횡단면들이 실질적으로 동일한 형상을 취하는 경우(원통형, 육면체 등), 도 6에 도시된 바와 같이, 옹벽의 절곡 또는 만곡구간에서 횡방향 보강재(20)가 절곡 또는 만곡된 상태로 횡방향 보강재 결합부재(200)에 쉽게 결합할 수 있으므로, 이러한 경우의 시공을 간편하게 하면서도 구조적 안정성을 도모할 수 있다는 장점이 있다.The lateral reinforcing member coupling member 200 may take a variety of shapes, when the cross-sections take substantially the same shape (cylindrical, hexahedral, etc.), as shown in Figure 6, in the bending or curved section of the retaining wall Since the directional reinforcement 20 can be easily coupled to the lateral reinforcement coupling member 200 in a bent or curved state, there is an advantage in that construction can be simplified while achieving construction stability in this case.

특히, 횡방향 보강재 결합부재(200)의 횡단면이 원형인 구조(전체적으로 원통형 구조)를 취하는 경우, 본체(100)에 대하여 안정적인 나사결합을 이룰 수 있다는 장점이 있다.In particular, when the transverse cross-section of the reinforcing member coupling member 200 takes a circular structure (total cylindrical structure), there is an advantage that can achieve a stable screw coupling to the main body 100.

도 7,8은 본체(100)에 전후방향으로 본체 관통공(110)이 형성되는 경우로서, 횡방향 보강재 결합부재(200)가 위 본체 관통공(110)의 전단에 나사결합한 실시예를 도시한 것이다.7 and 8 illustrate an embodiment in which the main body through-hole 110 is formed in the main body 100 in the front-rear direction, in which the transverse reinforcing member coupling member 200 is screwed to the front end of the main body through-hole 110. It is.

종방향 보강재 결합부(300)는 종방향 보강재(30)를 본체(100)에 결합하는 구성이면 어느 것이나 관계없으나, 도 7 내지 9에 도시된 바와 같은 쐐기부재(310)를 적용하는 경우, 시공이 용이하면서도 안정적인 구조를 이룰 수 있다는 장점이 있다.The longitudinal reinforcing member coupling portion 300 may be any structure that couples the longitudinal reinforcing member 30 to the main body 100. However, when the wedge member 310 as shown in FIGS. This has the advantage of achieving an easy and stable structure.

여기서, 쐐기부재(310)는 심부에 종방향 보강재(30)의 전단이 결합한 상태에서, 본체 관통공(110)의 후단에 결합하는 구조로서, 이를 위하여 본체 관통공(110)의 후단은 후방을 향할수록 점점 좁아지는 구조를 취하는 것이다.Here, the wedge member 310 is a structure that is coupled to the rear end of the main body through-hole 110 in a state where the front end of the longitudinal reinforcing material 30 is coupled to the core portion, for this purpose, the rear end of the main body through-hole 110 is rearward As you head towards it, you get a narrower structure.

이러한 쐐기부재(310)는 복수의 조각부재(310a,310b,310c)에 의해 형성되는 것이 시공의 용이성 측면에서 바람직하고, 이들은 탄성 재질에 의한 오-링(400)에 의해 상호 결합한 구조를 취하는 것이 운반 및 보관의 편의성 측면에서 바람직하다.The wedge member 310 is preferably formed by a plurality of engraving members (310a, 310b, 310c) in terms of ease of construction, they are to take a structure coupled to each other by the O-ring 400 made of an elastic material Preferred in terms of convenience of transport and storage.

도 7 내지 9의 실시예의 구조를 취하는 경우, 먼저 종방향 보강재(30)의 전단을 구속한 상태의 쐐기부재(310)를 본체(100)의 관통공(110)을 통해 후단에 결합한 후, 횡방향 보강재 결합부재(200)를 본체(100)의 전단에 나사결합하고, 횡방향 보강재(20)를 횡방향 보강재 결합부재(200)의 관통공(210)에 결합하는 순서에 의해 보강재(20,30)와 연결기구의 결합작업을 용이하게 이룰 수 있다.When taking the structure of the embodiment of FIGS. 7 to 9, first, the wedge member 310 in a state of restraining the front end of the longitudinal reinforcement 30 is coupled to the rear end through the through hole 110 of the main body 100, and then transversely. The stiffener 20 is screwed to the front end of the main body 100, and the stiffener 20 in the order of coupling the lateral reinforcement 20 to the through-hole 210 of the lateral reinforcement member 200 30) can be easily combined with the coupling mechanism.

이상은 본 발명에 의해 구현될 수 있는 바람직한 실시예의 일부에 관하여 설명한 것에 불과하므로, 주지된 바와 같이 본 발명의 범위는 위의 실시예에 한정되 어 해석되어서는 안 될 것이며, 위에서 설명된 본 발명의 기술적 사상과 그 근본을 함께 하는 기술적 사상은 모두 본 발명의 범위에 포함된다고 할 것이다.Since the above has just been described with respect to some of the preferred embodiments that can be implemented by the present invention, as is well known the scope of the present invention should not be construed as limited to the above embodiments, the present invention described above All of the technical ideas together with the technical idea of the base will be included in the scope of the present invention.

도 1은 종래의 옹벽용 보강재의 평면도.1 is a plan view of a conventional retaining wall reinforcement.

도 2는 종래의 옹벽용 보강재의 설치상태의 평면도.Figure 2 is a plan view of the installation state of the conventional retaining wall reinforcement.

도 3 이하는 본 발명에 의한 연결기구의 실시예를 도시한 것으로서,Figure 3 below shows an embodiment of a connecting mechanism according to the present invention,

도 3은 블록에 설치된 상태의 평면도.3 is a plan view of the state installed in the block.

도 4는 보강재와 결합한 상태의 평면도.4 is a plan view of the state combined with the reinforcing material.

도 5는 사시도.5 is a perspective view.

도 6은 옹벽의 절곡구간에서 보강재와 결합한 상태의 평면도.Figure 6 is a plan view of the state coupled to the reinforcement in the bending section of the retaining wall.

도 7은 단면도.7 is a cross-sectional view.

도 8은 분해사시도.8 is an exploded perspective view.

도 9는 쐐기부재의 사시도.9 is a perspective view of the wedge member.

**도면의 주요부분에 대한 부호의 설명**DESCRIPTION OF REFERENCE NUMERALS

10 : 블록 11 : 횡방향 보강재 삽입홈10: block 11: transverse reinforcement insert groove

12 : 종방향 보강재 삽입홈 20 : 횡방향 보강재12: longitudinal reinforcement insert groove 20: transverse reinforcement

30 : 종방향 보강재 100 : 본체30: longitudinal reinforcement 100: the body

110 : 본체 관통공 200 : 횡방향 보강재 결합부재110: body through hole 200: lateral reinforcing member coupling member

210 : 횡방향 보강재 관통공 300 : 종방향 보강재 결합부210: transverse stiffener through hole 300: longitudinal stiffener coupling portion

310 : 쐐기부재 310a,310b,310c : 조각부재310: wedge member 310a, 310b, 310c: engraving member

400 : 오-링400: O-ring

Claims (7)

본체(100);Main body 100; 옹벽의 전면을 형성하는 블록(10)의 횡방향 보강재 삽입홈(11)에 삽입되는 횡방향 보강재(20)가 관통하도록 심부에 횡방향 보강재 관통공(210)이 형성됨과 아울러, 상기 본체(100)의 전단에 설치된 횡방향 보강재 결합부재(200);A transverse reinforcement through-hole 210 is formed in the core portion to allow the transverse reinforcement 20 to be inserted into the transverse reinforcement insertion groove 11 of the block 10 forming the front surface of the retaining wall, and the main body 100 Transverse reinforcing member coupling member 200 installed at the front end of the; 상기 블록(10)의 종방향 보강재 삽입홈(12)에 삽입되는 종방향 보강재(30)의 전단이 결합하도록 상기 본체(100)의 후단에 형성된 종방향 보강재 결합부(300);를 포함하고,And a longitudinal stiffener coupling part 300 formed at a rear end of the main body 100 so that the front end of the longitudinal stiffener 30 inserted into the longitudinal stiffener insertion groove 12 of the block 10 is coupled thereto. 상기 횡방향 보강재 결합부재(200)는 횡단면들이 실질적으로 동일한 형상이며,The lateral reinforcing member coupling member 200 is substantially the same shape in cross section, 상기 횡방향 보강재 결합부재(200)는 횡단면이 원형이고,The transverse reinforcing member coupling member 200 has a circular cross section, 상기 본체(100)에는 전후방향으로 본체 관통공(110)이 형성되고,The main body 100 has a through-hole 110 in the front and rear directions, 상기 횡방향 보강재 결합부재(200)는 상기 본체 관통공(110)의 전단에 나사결합한 것을 특징으로 하는 옹벽용 보강재 연결기구.The lateral reinforcing member coupling member 200 is a retaining wall connecting mechanism for the retaining wall, characterized in that screwed to the front end of the body through-holes (110). 삭제delete 삭제delete 삭제delete 제1항에 있어서,The method of claim 1, 상기 본체 관통공(110)의 후단은 후방을 향할수록 점점 좁아지는 구조이고,The rear end of the main body through-hole 110 is a structure that becomes narrower toward the rear, 상기 종방향 보강재 결합부(300)는The longitudinal stiffener coupling portion 300 심부에 상기 종방향 보강재(30)의 전단이 결합한 상태에서, 상기 본체 관통공(110)의 후단에 결합하는 쐐기부재(310)를 포함하는 것을 특징으로 하는 옹벽용 보강재 연결기구.Reinforcement connecting mechanism for a retaining wall, characterized in that it comprises a wedge member 310 coupled to the rear end of the main body through-hole (110) in a state that the front end of the longitudinal reinforcement (30) is coupled to the core. 제5항에 있어서,The method of claim 5, 상기 쐐기부재(310)는 복수의 조각부재(310a,310b,310c)에 의해 형성된 것을 특징으로 하는 옹벽용 보강재 연결기구.The wedge member 310 is a retaining material connecting mechanism for the retaining wall, characterized in that formed by a plurality of engraving members (310a, 310b, 310c). 제6항에 있어서,The method of claim 6, 상기 복수의 조각부재(310a,310b,310c)는 탄성 재질에 의한 오-링(400)에 의해 상호 결합한 것을 특징으로 하는 옹벽용 보강재 연결기구.The plurality of engraving members (310a, 310b, 310c) is a retaining wall reinforcement connecting mechanism, characterized in that the mutual coupling by the O-ring 400 made of an elastic material.
KR1020090002221A 2009-01-12 2009-01-12 Joint apparatus for reinforcing member in retaining wall KR101102565B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020090002221A KR101102565B1 (en) 2009-01-12 2009-01-12 Joint apparatus for reinforcing member in retaining wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020090002221A KR101102565B1 (en) 2009-01-12 2009-01-12 Joint apparatus for reinforcing member in retaining wall

Publications (2)

Publication Number Publication Date
KR20100082927A KR20100082927A (en) 2010-07-21
KR101102565B1 true KR101102565B1 (en) 2012-01-04

Family

ID=42642829

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020090002221A KR101102565B1 (en) 2009-01-12 2009-01-12 Joint apparatus for reinforcing member in retaining wall

Country Status (1)

Country Link
KR (1) KR101102565B1 (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200235096Y1 (en) * 2001-03-24 2001-10-10 지해산업개발 주식회사 A apparatus for approach construction of lay type retaining wall
KR20020035096A (en) * 1999-07-09 2002-05-09 메리 제인 마호니, 피터 디 퍼거슨 Oil return from refrigeration system evaporator using hot oil as motive force
JP2003003475A (en) * 2002-05-20 2003-01-08 Kyokado Eng Co Ltd Retaining wall construction with reinforcing earth

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20020035096A (en) * 1999-07-09 2002-05-09 메리 제인 마호니, 피터 디 퍼거슨 Oil return from refrigeration system evaporator using hot oil as motive force
KR200235096Y1 (en) * 2001-03-24 2001-10-10 지해산업개발 주식회사 A apparatus for approach construction of lay type retaining wall
JP2003003475A (en) * 2002-05-20 2003-01-08 Kyokado Eng Co Ltd Retaining wall construction with reinforcing earth

Also Published As

Publication number Publication date
KR20100082927A (en) 2010-07-21

Similar Documents

Publication Publication Date Title
US9918434B2 (en) Boundary wall with reinforcement device
US11071392B2 (en) Structure for connecting a stand pole and a beam of a bunk bed and a bunk bed using the structure
EP1947741A3 (en) Electrical connector body having cantilevered terminal hold-down beams
KR101102565B1 (en) Joint apparatus for reinforcing member in retaining wall
CN202955081U (en) Connection structure of pipe framework
EP1282193A3 (en) Electrical connector having terminal locking structure
CN207714885U (en) A kind of child tent of reinforcing
CN213741578U (en) Steel construction picture peg formula beam column node
CN107653980A (en) A kind of attachment structure of post and beam
CN218437737U (en) Assembled building element based on BIM
CN208167967U (en) A kind of steel construction improving building structure stability
KR200492647Y1 (en) Joint of steel materials for nailing method
CN106640887B (en) Firm vertical brace structure
KR100679736B1 (en) Panel type block and retaining wall having same
CN105782191A (en) Plate-column connecting structure of furniture
KR101068919B1 (en) Pc pipe and pipeline structure using the same
CN211874120U (en) Cement base for enclosure with strong continuity
WO2018229320A1 (en) Template for locating connectors in composite wood-concrete slabs
CN216948912U (en) Bayonet beam
KR200268761Y1 (en) block for reinforcing wall
CN216239684U (en) Building outer wall scaffold wall connecting device
CN215053997U (en) Steel structure cast steel engineering node
CN216895233U (en) Connecting piece, frame body and cabinet body
CN217352852U (en) Full-size ancient building accessory modularization metal bracket manufacturing structure
CN211259252U (en) Cabinet type solid wood board clamping structure

Legal Events

Date Code Title Description
A201 Request for examination
E902 Notification of reason for refusal
E90F Notification of reason for final refusal
E701 Decision to grant or registration of patent right
GRNT Written decision to grant
FPAY Annual fee payment

Payment date: 20141229

Year of fee payment: 4

FPAY Annual fee payment

Payment date: 20160112

Year of fee payment: 5

FPAY Annual fee payment

Payment date: 20170113

Year of fee payment: 6

FPAY Annual fee payment

Payment date: 20180118

Year of fee payment: 7

FPAY Annual fee payment

Payment date: 20190128

Year of fee payment: 8

FPAY Annual fee payment

Payment date: 20200130

Year of fee payment: 9