KR20090084345A - H beam wale - Google Patents

H beam wale Download PDF

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Publication number
KR20090084345A
KR20090084345A KR1020080010459A KR20080010459A KR20090084345A KR 20090084345 A KR20090084345 A KR 20090084345A KR 1020080010459 A KR1020080010459 A KR 1020080010459A KR 20080010459 A KR20080010459 A KR 20080010459A KR 20090084345 A KR20090084345 A KR 20090084345A
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South Korea
Prior art keywords
concrete
flange
strip
central plate
steel pipe
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KR1020080010459A
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Korean (ko)
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KR100969429B1 (en
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허영숙
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허영숙
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    • 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
    • E02D17/02—Foundation pits
    • E02D17/04—Bordering surfacing or stiffening the sides of foundation pits
    • 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
    • E02D17/06—Foundation trenches ditches or narrow shafts
    • E02D17/08—Bordering or stiffening the sides of ditches trenches or narrow shafts for foundations
    • E02D17/083—Shoring struts
    • 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
    • E02D2200/1628—Shapes rectangular
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2220/00—Temporary installations or constructions
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0004—Synthetics
    • E02D2300/0018—Cement used as binder
    • E02D2300/002—Concrete
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0026—Metals
    • E02D2300/0029—Steel; Iron
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00—Miscellaneous
    • E02D2600/20—Miscellaneous comprising details of connection between elements
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00—Miscellaneous
    • E02D2600/40—Miscellaneous comprising stabilising elements

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  • 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)
  • Joining Of Building Structures In Genera (AREA)

Abstract

A wale for a temporary facility is capable of bearing high earth pressure because a part of H-beam is embedded by the concrete. A wale(100) for a temporary facility comprises a H-beam(3), a central plate(1b), two end assemblies(4) and a concrete(5). The H-beam is comprised of flanges(2a) which are symmetrically formed in both ends of the central plate(1a). The central plates are integrated in both flanges of the H beam. Two end assemblies are comprised of flanges(2b) vertically fastened to the central plate. The concrete is integrated so that the flange of H beam in which the central plate is fastened and the central plate fastened to the flange and a part of the central plate are embedded. A steel pipe(8) crosses inside the concrete. A steel wire(9) is inserted inside the steel pipe. In the end assembly, a plurality of coupling holes are formed.

Description

가시설용 띠장{H beam wale}Temporary stripe {H beam wale}

본 발명은 가시설용 띠장에 관한 것으로, H 빔의 양단부에 각각 단부조립체가 일체로 고정되고, H 빔의 일부가 콘크리트에 의해 매립된 구조를 가짐으로써, H 빔과 콘크리트의 강성의 결합으로 보더 높은 토압을 견딜 수 있고, 이오 인해 스트럿의 설치 개수를 줄일 수 있는 등 시공의 효율성이 증대된 가시설용 띠장에 관한 것이다.The present invention relates to a strip for temporary equipment, wherein the end assemblies are integrally fixed to both ends of the H beam, and a portion of the H beam is embedded by concrete, so that the rigidity of the H beam and the concrete is higher. The present invention relates to a strip for temporary equipment, which is capable of withstanding earth pressure and, in turn, reduces the number of installation of struts.

도로, 건축물 등의 구조물의 시공하기 위하여 지반을 굴착하고, 굴착된 지반이 붕괴되지 않도록 이를 지지하는 가시설이 필요하다. 가시설은 주로 흙막이 구조이고, 일정 간격으로 수직으로 박음된 형강(H 빔, H-pile)과, 상기 형강의 사이를 연결하여 공간을 메워 붕괴를 방지하는 토류판, 상기 형강과 토류판을 지지하는 것으로 다수개의 형강과 수직으로 지지하도록 설치되는 띠장과, 서로 마주보는 맞은편 형강에 각각 단부가 접촉지지되게 설치되거나 띠장과 띠장의 사이에 설치되는 스트럿(strut)과, 띠장과 스트럿 등의 사이에 설치되는 잭(Jack) 등으로 구성된다.In order to construct a structure such as a road or a building, it is necessary to excavate the ground, and to provide a temporary facility for supporting the excavated ground so as not to collapse. Temporary facility is mainly made of earthen structure, and is connected to the section steel (H beam, H-pile) vertically inserted at regular intervals, and supports the earth plate, which fills the space to prevent collapse, and supports the section steel and the earth plate. A band installed vertically to support the two sections, struts provided between the opposite sections of the two sections facing each other, or struts provided between the bands and the bands, and between the bands and the struts, etc. Jack or the like.

그리고 상기 띠장의 강성을 증대시키기 위하여 내부에 강관을 설치하거나, 강관과 강관의 내부에 삽입되는 강선을 설치하여, 띠장과 더불어 지반을 견고히 지탱할 수 있도록 한 구조가 있다.And in order to increase the rigidity of the belt, there is a structure to install a steel pipe inside, or to install a steel wire and a steel wire inserted into the inside of the steel pipe, to support the ground firmly with the belt.

종래의 띠장은 H 빔의 단일 형상으로 되어있거나, 강관이나 강선 등의 보강재가 더 구비된 구조이다.Conventional strip length is a single shape of the H beam, or a structure further provided with reinforcing materials such as steel pipes and steel wires.

이와 같은 띠장을 토압을 충분히 견딜 수 있는 구조여야 한다. 그러나 종래의 경우는 단순히 H 빔의 형상에서 오는 강성을 그대로 이용하거나, 강관이나 강선의 설치로 보다 더 향상시킨 정도에 불과하였다.Such a strip should be of sufficient structure to withstand earth pressure. However, in the conventional case, the rigidity coming from the shape of the H beam is simply used as it is, or the degree of improvement is further improved by installing steel pipes or steel wires.

그러나 굴착 깊이와 면적이 넓어짐에 따라 토압이 상승되고, 수직으로 설치되는 H 빔 등의 수직 빔의 간격이 원가 절감이나 지반에 존재하는 암반 등의 이유로 인하여 그 간격이 큰 경우도 발생하게 된다.However, as the excavation depth and area are widened, the earth pressure is increased, and the spacing of vertical beams such as H beams installed vertically is large because of cost reduction or rocks present on the ground.

이와 같이 본 발명은 띠장의 강도를 증대시켜 어떠한 시공에 있어서도 적절하게 토압을 견딜 수 있도록 함에 목적이 있다.As described above, the present invention has an object to increase the strength of the strip, so that the earth pressure can be properly tolerated in any construction.

본 발명은 종래 H 빔을 단순 이용한 띠장의 강성을 증대시키기 위하여 H 빔의 일측이 콘크리트에 매립되어 일체로 형성된 구조를 제공함다. 그리고 잭과 같은 압착구를 고정하고, 압착구의 고정 위치를 조절할 수 있도록 한 단부조립체가 양단에 형성된 구조를 제공함으로써, 상기의 목적을 달성하게 된다. The present invention provides a structure in which one side of the H beam is integrally embedded in concrete in order to increase the rigidity of the strip using the conventional H beam. And by providing a structure in which the end assembly is formed at both ends to secure the crimp, such as a jack, and adjust the fixing position of the crimp, to achieve the above object.

본 발명에 의하면, 띠장의 H 빔이 콘크리트에 의해 일체로 형성됨으로써 H 빔과 콘크리트의 강성에 의하여 더욱 큰 토압을 견딜 수 있어 적용의 범위가 넓어지고, 양단에 형성된 단부조립체에 의하여 일정한 규격을 가진 H 빔을 이용하여 띠장을 구성하더라도 띠장의 단부를 서로 지지하는 압착구의 고정 위치를 알맞게 조절할 수 있게 된다. 그리고 큰 토압을 견딜 수 있게 됨으로써 스트럿의 설치 갯수를 줄일 수 있게 된다.According to the present invention, since the H-beam of the strip is integrally formed by concrete, it is able to withstand a greater earth pressure by the rigidity of the H-beam and the concrete, so that the range of application is wider, and the end assembly formed at both ends has a certain standard. Even if the belt length is configured using the H beam, the fixing position of the crimping holes supporting the end portions of the belt length can be properly adjusted. And with the ability to withstand large earth pressures, the number of struts can be reduced.

본 발명은 중심판(1a)의 양단에 대칭되게 형성된 플랜지(2a)로 구성된 H 빔(3)과; 상기 H 빔(3)의 양측 플랜지(2a)에 각각 일체로 고정된 중심판(1b)과, 상기 중심판(1b)에 수직으로 고정된 플랜지(2b)로 구성된 두 개의 단부조립체(4)와; 상기 중심판(1b)이 고정된 H 빔(3)의 플랜지(2a)와, 플랜지(2a)에 고정된 중심판(1a)과 중심판(1b)의 일부가 매립되게 일체로 형성된 콘크리트(5);를 포함하여 구성된다.The present invention provides an H-beam (3) comprising a flange (2a) formed symmetrically on both ends of the center plate (1a); Two end assemblies (4) consisting of a central plate (1b) integrally fixed to both flanges (2a) of the H beam (3), and a flange (2b) fixed perpendicularly to the center plate (1b); ; Concrete 5 formed integrally so that the flange 2a of the H beam 3 to which the center plate 1b is fixed, and a part of the center plate 1a and the center plate 1b fixed to the flange 2a are embedded. It is configured to include.

상기의 양측 단부조립체(4)에는 다수 개의 체결공(6)이 형성되어, 이에 체결되는 압착구(7)의 위치를 조절할 수 있다.A plurality of fastening holes 6 are formed in both side end assemblies 4, so that the position of the crimp 7 fastened thereto may be adjusted.

그리고 상기의 콘크리트(5)의 내부에는 강관(8)이 가로질러 설치되고, 상기 강관(8)의 내부에 강선(9)이 삽입되어 설치됨으로써 강도를 향상시키는 구조를 가진다.And the inside of the concrete (5) is provided with a steel pipe (8) across, the steel wire (9) is inserted into the interior of the steel pipe 8 is installed to have a structure to improve the strength.

또한 콘크리트(5)에 매립되지 않은 H 빔(3)의 플랜지(2a)에 고정판(10)이 설 치될 수도 있다.In addition, the fixing plate 10 may be installed on the flange (2a) of the H beam (3) not embedded in the concrete (5).

이와 같은 본 발명의 띠장(100)이 설치된 상태가 도 1에 도시되어 있고, 도 2와 도 3에 상세한 구조가 도시되어 있으며, 도 4와 도 5에 설치되는 구조가 상세히 도시되어 있다.Such a state in which the strip 100 of the present invention is installed is shown in Figure 1, the detailed structure is shown in Figures 2 and 3, the structure is installed in Figures 4 and 5 is shown in detail.

띠장(100)은 도 1에 도시된 바와 같이 수직으로 일정 간격 박음된 수직 빔(11)을 수직으로 가로지른 수평의 상태로 체결되어 다수개의 수직 빔을 동시에 지지하게 된다. 굴착된 형태가 4각의 형상을 가정할 경우에는 도 1과 같이 되는데, 각 면에 각각 띠장(100)을 체결하게 된다.As illustrated in FIG. 1, the strip 100 is fastened in a horizontal state vertically across the vertical beams 11 vertically spaced apart to vertically support the plurality of vertical beams. If the excavated form assumes the shape of a quadrilateral, as shown in Figure 1, it is to fasten the strip 100 to each side.

띠장(100)은 콘크리트(5)에 매립되지 않은 플랜지(2a)가 직접 용접이나 볼팅 등으로 수직 빔(11)에 체결되거나, 플랜지(2a)에 고정판(10)을 일체로 형성시키고, 고정판(10)을 수직 빔(11)에 고정할 수도 있다. 고정판(10)을 이용하는 경우에는 볼트 공 등의 형성이 용이하고, 지지되는 면적을 넓게 할 수 있는 잇점이 있다. 물론 플랜지(2a)에 다수개의 체결공이 형성될 수도 있다.In the strip 100, the flange 2a not embedded in the concrete 5 is fastened to the vertical beam 11 by direct welding or bolting, or the fixing plate 10 is integrally formed on the flange 2a. 10 may be fixed to the vertical beam 11. In the case of using the fixed plate 10, there is an advantage in that the formation of bolt balls or the like is easy and the area to be supported can be widened. Of course, a plurality of fastening holes may be formed in the flange 2a.

일측 굴착면에 띠장(100)이 설치되면, 인접된 다른 면에 설치된 띠장(100)과 압착구(7)로 연결하고, 압착구(7)에 의해 서로 반대방향의 힘이 작용하여 굴착면을 지지하도록 하게 된다.When the strip 100 is installed on one side of the excavation surface, the strip 100 and the pressing hole (7) installed on the other adjacent surface is connected, by the force of the opposite direction by the pressing hole (7) to actuate the excavation surface To be supported.

본 발명의 띠장(100)은 H 빔(3)의 규격품 그대로 사용하게 되므로, 굴착면의 크기에 따라 절단하여 사용하지 않아도 되는 구조를 가진다. 즉, 도 1과 도 4 및 도 5에 도시된 바와 같이, 인접된 띠장(100)의 단부를 압착구(7)로 연결하여 지지하도록 하되, 압착구(7)의 길이가 일정 크기가 되어야 그 지지력이 있게 된다.Since the strip 100 of the present invention is used as the standard product of the H beam (3), it has a structure that does not need to be cut and used according to the size of the excavation surface. That is, as shown in Figures 1 and 4 and 5, the end of the adjacent strip length 100 is connected to the pressing hole (7) to support, but the length of the pressing hole (7) must be a certain size There is support.

따라서 띠장(100)의 단부가 굴착면 끼리 만나는 모서리에서부터 일정 거리 떨어진 경우에는 도 5의 이점쇄선과 같이 압착구(7)를 체결하면 되나, 띠장(100)의 단부가 굴착면 끼리 만나는 모서리에 가까이 위치된 경우에는 압착구(7)를 모서리에서 일정 간격 이격되게 설치하여야 한다. 이 경우 도 5의 실선과 같이 압착구(7)를 설치하게 된다.Therefore, when the end of the strip 100 is a certain distance away from the corners meet the excavation surface, the fastening holes 7 may be fastened as shown in FIG. 5, but the ends of the strip 100 are close to the corners where the excavation surfaces meet. If located, the crimping holes 7 should be spaced apart from the corners. In this case, as shown in the solid line of FIG.

이와 같이 압착구(7)의 설치 위치를 조절할 수 있도록 단부조립체(4)에는 도 2와 도 4와 같이 다수개의 체결공(6)이 형성되어 있고, 적당한 체결공(6)을 선택하여 압착구(7)를 고정하게 된다.In this way, the end assembly 4 has a plurality of fastening holes 6 formed in the end assembly 4 so as to adjust the installation position of the crimping hole 7, and a suitable fastening hole 6 is selected by pressing the fastening hole. (7) is fixed.

따라서 압착구(7)에 의해 인접된 띠장(100)을 더욱 더 굴착 면으로 반력이 형성되어 지지력이 향상된다.Therefore, reaction force is formed to the excavation surface of the strip 100 adjacent to each other by the crimping hole 7, and the bearing force is improved.

그리고 콘크리트(5)의 내부에는 강관(8)과 강선(9)을 삽입하여 띠장(100)을 구성할 수도 있는데, 이 경우에는 강관(8)과 강선(9)의 장력에 의하여 토압을 보다 더 안정되게 지지할 수 있게 된다.And the inside of the concrete (5) by inserting the steel pipe (8) and the steel wire (9) may be configured to the strip 100, in this case, the earth pressure by the tension of the steel pipe (8) and steel wire (9) more It can be stably supported.

도 1은 본 발명이 설치된 상태도 1 is a state diagram installed the present invention

도 2는 본 발명의 전체 사시도2 is an overall perspective view of the present invention

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

도 4와 도 5는 본 발명의 단부조립체와 압착구의 체결 상태도Figure 4 and Figure 5 is a state of fastening of the end assembly and the pressing opening of the present invention

※ 도면의 주요 부분에 대한 부호의 설명※ Explanation of codes for main parts of drawing

1a, 1b : 중심판 2a, 2b : 플랜지1a, 1b: center plate 2a, 2b: flange

3 : H 빔 4 : 단부조립체3: H beam 4: end assembly

5 : 콘크리트 6 : 체결공5: concrete 6: fastener

7 : 압착구 8 : 강관7: crimp 8: steel pipe

9 : 강선 10 : 고정판9: steel wire 10: fixed plate

11 : 수직 빔 100 : 띠장11: vertical beam 100: stripe

Claims (3)

중심판(1a)의 양단에 대칭되게 형성된 플랜지(2a)로 구성된 H 빔(3)과; 상기 H 빔(3)의 양측 플랜지(2a)에 각각 일체로 고정된 중심판(1b)과, 상기 중심판(1b)에 수직으로 고정된 플랜지(2b)로 구성된 두 개의 단부조립체(4)와; 상기 중심판(1b)이 고정된 H 빔(3)의 플랜지(2a)와, 플랜지(2a)에 고정된 중심판(1a)과 중심판(1b)의 일부가 매립되게 일체로 형성된 콘크리트(5);를 포함하여 구성됨을 특징으로 하는 가시설용 띠장.An H beam 3 composed of a flange 2a symmetrically formed at both ends of the center plate 1a; Two end assemblies (4) consisting of a central plate (1b) integrally fixed to both flanges (2a) of the H beam (3), and a flange (2b) fixed perpendicularly to the center plate (1b); ; Concrete 5 formed integrally so that the flange 2a of the H beam 3 to which the center plate 1b is fixed, and a part of the center plate 1a and the center plate 1b fixed to the flange 2a are embedded. Belt for temporary equipment, characterized in that configured to include. 제 1항에 있어서, 단부조립체(4)에는 다수 개의 체결공(6)이 형성됨을 특징으로 하는 가시설용 띠장.The strip of furniture according to claim 1, characterized in that a plurality of fastening holes (6) are formed in the end assembly (4). 제 1항에 있어서, 콘크리트(5)의 내부에는 강관(8)이 가로질러 설치되고, 상기 강관(8)의 내부에 강선(9)이 삽입되어 설치됨으로써 강도를 향상시킴을 특징으로 하는 가시설용 띠장.The method according to claim 1, wherein the steel pipe (8) is installed across the interior of the concrete (5), the steel wire (9) is inserted into the interior of the steel pipe (8) is installed to improve the strength, characterized in that Strip.
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CN102747736A (en) * 2012-07-12 2012-10-24 中建一局集团第三建筑有限公司 Combined tool type inner support replacing method
CN102828520A (en) * 2012-09-11 2012-12-19 中煤科工集团武汉设计研究院中汉岩土工程分公司 Ring-shaped inner supporting structure used in deep peat soil deep foundation pit
CN103850259A (en) * 2014-03-27 2014-06-11 宁波冶金勘察设计研究股份有限公司 Horizontal inner support at capping beam elevation of foundation pit supporting and protecting system and construction method thereof
CN109610469A (en) * 2018-11-30 2019-04-12 中铁十六局集团地铁工程有限公司 A kind of support of assembly concrete-filled steel tube and construction method

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JPH0387713U (en) * 1989-12-22 1991-09-06
KR19980060738U (en) * 1997-03-15 1998-11-05 김욱한 Armature of car starting motor

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102747736A (en) * 2012-07-12 2012-10-24 中建一局集团第三建筑有限公司 Combined tool type inner support replacing method
CN102747736B (en) * 2012-07-12 2014-06-11 中建一局集团第三建筑有限公司 Combined tool type inner support replacing method
CN102828520A (en) * 2012-09-11 2012-12-19 中煤科工集团武汉设计研究院中汉岩土工程分公司 Ring-shaped inner supporting structure used in deep peat soil deep foundation pit
CN103850259A (en) * 2014-03-27 2014-06-11 宁波冶金勘察设计研究股份有限公司 Horizontal inner support at capping beam elevation of foundation pit supporting and protecting system and construction method thereof
CN109610469A (en) * 2018-11-30 2019-04-12 中铁十六局集团地铁工程有限公司 A kind of support of assembly concrete-filled steel tube and construction method

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