WO2024010335A1 - Temporary structure for preventing overturn of construction equipment - Google Patents

Temporary structure for preventing overturn of construction equipment Download PDF

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Publication number
WO2024010335A1
WO2024010335A1 PCT/KR2023/009418 KR2023009418W WO2024010335A1 WO 2024010335 A1 WO2024010335 A1 WO 2024010335A1 KR 2023009418 W KR2023009418 W KR 2023009418W WO 2024010335 A1 WO2024010335 A1 WO 2024010335A1
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WO
WIPO (PCT)
Prior art keywords
construction equipment
temporary structure
support
support portion
support frame
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PCT/KR2023/009418
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French (fr)
Korean (ko)
Inventor
장현옥
장일영
김성겸
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제이이앤씨 주식회사
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Publication of WO2024010335A1 publication Critical patent/WO2024010335A1/en

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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C23/00Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
    • B66C23/88Safety gear
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D13/00Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds

Definitions

  • the present invention is composed of a support frame installed on the upper surface of the ground at the border of the work site and a pair of supports that protrude from the front of the support frame and on which the wheels of construction equipment are seated, making installation and disassembly easy, and depending on the size of the construction equipment.
  • This is a temporary structure to prevent construction equipment from tipping over, which can be operated variably depending on the load and can safely prevent construction equipment from tipping over without digging into the ground.
  • drilling equipment such as piles for foundation construction or cranes for transporting materials are used.
  • Drilling equipment reaches a height of 20 to 40 m, and the equipment itself has a dead weight of 80 to 130 tons.
  • mobile cranes also have a self-weight of several tens of tons, and the maximum working height is quite high, ranging from 40 to 90 m.
  • Construction equipment such as drilling equipment and cranes are high in height, so falling accidents often occur during construction.
  • a temporary structure to prevent tipping over is installed at the border of the work site where construction is taking place to prevent large construction equipment from tipping over to adjacent major facilities.
  • the conventional fall prevention temporary structure 100 shown in FIG. 1 is configured in a lattice form by installing posts 101, which are shape steel members, spaced apart in the horizontal direction, and installing horizontal support beams 102 in the horizontal direction on the posts 101. do.
  • the post (101) When the construction equipment (1) falls, the post (101) is built into the ground at a certain depth in order to support the load of the construction equipment (1) by the bending rigidity of the post (101).
  • the conventional fall-prevention temporary structure in the form of this fence installs a plurality of posts into the ground, and after installing the posts, a horizontal support beam must be connected to the posts. Therefore, it takes a lot of installation time and constructability is poor.
  • the present invention seeks to provide a temporary structure to prevent construction equipment from falling over, which is very easy to install and dismantle, and can be operated variably depending on the size or load of the construction equipment.
  • the present invention seeks to provide a construction equipment fall prevention temporary structure that can safely prevent construction equipment from falling without entering the ground.
  • the present invention is to prevent construction equipment from falling, and includes a support frame installed on the upper surface of the ground at the boundary of the work site to support the construction equipment when the construction equipment falls; A pair of supports that protrude forward from the front of the support frame on which wheels of construction equipment are seated and are spaced apart from each other in the transverse direction; And an inclined reinforcement bar coupled between the pedestal and the support frame; It provides a temporary structure to prevent construction equipment from falling, characterized in that it consists of.
  • the present invention according to another preferred embodiment provides a construction equipment fall-prevention temporary structure, characterized in that fixed spikes embedded in and supported by the lower ground are protruding from the lower surface of the support.
  • the present invention according to another preferred embodiment provides a construction equipment fall-prevention temporary structure, wherein the support frame is formed by combining a plurality of unit frames composed of a plurality of horizontal bars and a plurality of vertical bars in a rectangular parallelepiped, up, down, left, and right.
  • fastening holes penetrating upward and downward are formed in the horizontal bars of the unit frame, and the unit frames stacked up and down are joined to each other by fastening fastening members to the fastening holes of horizontal bars adjacent to each other.
  • a temporary structure to prevent construction equipment from falling is provided.
  • the present invention according to another preferred embodiment provides a construction equipment fall-prevention temporary structure, wherein the support portion is fixed to the front and rear horizontal bars of the unit frame, the rear of which is disposed at the bottom, respectively.
  • the present invention is a construction equipment fall-prevention temporary structure, characterized in that a fixed spike that penetrates the support and is driven into the lower ground is fastened to the fastening hole of at least one of the horizontal bars coupled to the support. provides.
  • a construction equipment overturning device is composed of a support frame installed on the upper surface of the ground at the border of the work site and a pair of supports that protrude from the front of the support frame and onto which the wheels of the construction equipment are seated, thereby preventing the construction equipment from falling over. Prevention temporary structures can be provided.
  • the support frame is simply mounted on the ground surface at the boundary of the work site, installation and disassembly are very easy, and variable operation is possible depending on the size or load of the construction equipment.
  • both wheels of the construction equipment are each seated on the upper surface of a pair of supports protruding from the front of the support frame, it is possible to safely prevent the construction equipment from falling due to its own weight without digging into the ground.
  • Figure 1 is a diagram showing the installation state of a conventional fall prevention temporary structure.
  • Figure 2 is a perspective view showing a temporary structure to prevent construction equipment from falling according to the present invention.
  • Figure 3 is a perspective view showing a state in which construction equipment is mounted on a temporary structure to prevent construction equipment from falling.
  • Figure 4 is a diagram illustrating the concept of preventing construction equipment from falling by using a temporary structure to prevent construction equipment from falling.
  • Figure 5 is a perspective view showing a unit frame.
  • Figure 6 is a perspective view showing the coupling relationship of unit frames adjacent to each other on the left and right.
  • Figure 7 is a perspective view showing a coupled state of unit frames adjacent to each other on the left and right.
  • Fig. 8 is an enlarged view showing part A of Fig. 2;
  • Figure 9 is a bottom perspective view showing the coupling relationship between the support portion and the unit frame.
  • Fig. 10 is an enlarged view showing part B of Fig. 9;
  • 11 to 16 are diagrams showing an example of the assembly sequence of a temporary structure to prevent construction equipment from falling.
  • the construction equipment toppling prevention temporary structure of the present invention is to prevent the construction equipment from overturning, and is a support frame installed on the upper surface of the ground at the boundary of the work site to support the construction equipment when the construction equipment overturns. ; A pair of supports that protrude forward from the front of the support frame on which wheels of construction equipment are seated and are spaced apart from each other in the transverse direction; And an inclined reinforcement bar coupled between the pedestal and the support frame; It is characterized by being composed of.
  • Figure 2 is a perspective view showing a temporary structure to prevent construction equipment from falling according to the present invention.
  • Figure 3 is a perspective view showing a state in which construction equipment is mounted on a temporary structure to prevent construction equipment from tipping over
  • Figure 4 is a diagram showing the concept of preventing construction equipment from tipping over by a temporary structure to prevent construction equipment from tipping over.
  • the construction equipment fall prevention temporary structure of the present invention is intended to prevent the construction equipment (1) from falling, and is used to support the construction equipment (1) when the construction equipment (1) falls.
  • a support frame (3) installed on the upper surface of the ground at the boundary of the work site; and a pair of supports (4) that protrude forward from the front of the support frame (3) on which the wheels of the construction equipment (1) are seated and are spaced apart from each other in the transverse direction. It is characterized by being composed of.
  • the present invention is very easy to install and dismantle, can be operated variably depending on the size or load of the construction equipment (1), and can safely prevent the construction equipment (1) from falling without entering the ground. It is intended to provide a temporary structure.
  • the construction equipment fall prevention temporary structure (2) of the present invention prevents the construction equipment (1) from falling toward the existing main facility when construction is carried out with high-height construction equipment (1) adjacent to the existing main facility. Protect existing major facilities.
  • the fall prevention temporary structure (2) consists of a support frame (3) and a support portion (4).
  • the support frame 3 is installed at the border of the work site adjacent to the main facility.
  • the support frame 3 is simply mounted on the upper surface of the ground at the boundary of the work space.
  • the support frame (3) has a predetermined height, and is at least 1/3 to 1/2 the height of the construction equipment (1) to support the construction equipment (1) and prevent the construction equipment (1) from falling. It is desirable to have.
  • the support frame (3) is self-supporting, lightweight, and can be configured in the form of a rectangular parallelepiped formed by vertically and horizontally assembled section steel materials to effectively prevent the construction equipment (1) from falling.
  • a pair of the support portions 4 are formed to protrude from the front of the support frame 3.
  • the support frame 3 is provided in a vertical direction, and the support portion 4 is provided in a horizontal direction, forming right angles to each other.
  • the rear of the support portion 4 may be rigidly connected to the support frame 3 to resist rotation.
  • a pair of support portions 4 are provided to be spaced apart from each other on the left and right.
  • Construction equipment (1) rides on the upper surface of the support portion (4). That is, the wheels on both sides of the construction equipment (1) are each seated on the upper surface of the pair of supports (4).
  • the temporary structure (2) is prevented from falling due to the self-weight of the construction equipment (1).
  • the front end of the support portion 4 may be provided with an entry slope portion 41 whose height decreases toward the front to facilitate movement of the construction equipment 1 into the upper part of the support portion 4.
  • the support portion 4 can be constructed by connecting a plurality of H-beams with excellent cross-sectional performance laterally.
  • the position of the support portion 4 can be changed depending on the wheel width of the construction equipment 1 mounted on the top.
  • fall prevention temporary structure 2 Since the fall prevention temporary structure 2 is simply installed on the upper surface of the ground, it is easy to install, change the location, or dismantle.
  • the construction equipment (1) is a drilling equipment
  • ground drilling work is performed through the space between the mutually spaced support parts (4) while the construction equipment (1) is mounted on the upper part of a pair of support parts (4). possible.
  • an inclined reinforcement bar (5) may be coupled between the support portion (4) and the support frame (3).
  • construction equipment (1) After installing the fall prevention temporary structure (2) in the correct position, construction equipment (1) is entered through the front of the support part (4) and moved to the upper part of the support part (4). Therefore, the support portion 4 must be formed to be somewhat thin.
  • the upper end of the inclined reinforcement (5) may be hinged to the front of the support frame (3), and the lower end may be hinged to the upper surface of the support unit (4).
  • the upper and lower ends of the inclined reinforcement (5) can be detachably coupled to the support frame (3) and the support portion (4), respectively.
  • the position where the inclined reinforcement (5) is coupled to the support portion (4) is set to a location that does not interfere with the wheels of the construction equipment (1) mounted on the top of the support portion (4).
  • fixed spikes 6 that are embedded and supported in the lower ground may be formed to protrude from the lower surface of the support portion 4.
  • the position of the fall prevention temporary structure 2 may be pushed off the ground.
  • a plurality of fixed spikes 6 can be formed to protrude from the lower surface of the support portion 4 so that the fall-prevention temporary structure 2 can firmly maintain its correct position without being pushed against lateral force.
  • the fixed spike (6) can be installed on the support portion (4) so that it penetrates the support portion (4) through the upper part of the support portion (4) and protrudes to the lower part of the support portion (4).
  • the fixed spike (6) can be fixed to the flange with a nut. If necessary, the fixing spike 6 can be removed from the support part 4 by loosening the nut or lifted upward to release its fixation to the ground.
  • Figure 5 is a perspective view showing a unit frame.
  • Figure 6 is a perspective view showing the coupling relationship of unit frames adjacent to the left and right
  • Figure 7 is a perspective view showing the coupling state of unit frames adjacent to the left and right.
  • the support frame 3 can be formed by combining a plurality of unit frames 30, in which a plurality of horizontal bars 31 and a vertical bar 32 are formed of a rectangular parallelepiped, vertically, horizontally, and horizontally. .
  • Construction equipment (1) varies in width and height depending on the type of equipment and specifications.
  • the support frame 3 can be divided into small unit frames 30.
  • the support frame 3 can be formed by assembling a plurality of unit frames 30 of the same standard up and down and/or left and right.
  • the unit frame 30 consists of four lower horizontal bars 31, four upper horizontal bars 31, and four vertical bars 32 connecting the ends of the upper and lower horizontal bars 31, and has an overall rectangular parallelepiped shape. can be formed.
  • a bracing material 33 may be provided on each side of the unit frame 30 to connect neighboring corners.
  • coupling plates 34 may be provided at both ends of the horizontal bar 31.
  • the coupling plate 34 is provided to protrude outward from one end of the horizontal bar 31, and may be coupled to the inside of the horizontal bar 31 at the other end of the horizontal bar 31.
  • a fastening hole (H) may be formed through the coupling plate 34.
  • a fastening hole H may be formed in the web of the horizontal bar 31.
  • Neighboring unit frames 30 can be joined by fastening the fastening members 7 to simultaneously penetrate the plurality of fastening holes H with the coupling plates 34 of the horizontal bars 31 on both sides overlapped (see Figure 6, Fig. 7).
  • FIG. 8 is an enlarged view showing part A of FIG. 2.
  • a fastening hole (H) penetrating upward and downward is formed in the horizontal bar 31 of the unit frame 30, so that the unit frames 30 stacked vertically are adjacent to each other vertically. They can be joined to each other by fastening the fastening member (7) to the fastening hole (H) of the horizontal bar (31).
  • fastening holes H may be formed through the horizontal bar 31 vertically.
  • fastening members 7 such as bolts can be fastened to the fastening holes H of the horizontal bars 31 to be joined to each other.
  • the overturning load of construction equipment (1) acts only in the front-to-back direction of the support frame (3). Therefore, a fastening hole (H) may be formed in the front and rear horizontal bars 31 of the unit frame 30 to which the fastening member 7 is fastened.
  • fastening holes H may be formed in the upper and lower flanges of the H-beam steel.
  • the upper end of the inclined reinforcement (5) is the horizontal bar (31). It can be fixed to the fastening hole (H) with a fastening member (7) such as a bolt.
  • Figure 9 is a bottom perspective view showing the coupling relationship between the support and the unit frame
  • Figure 10 is an enlarged view showing part B of Figure 9.
  • the support portion 4 may be fixed to the front and rear horizontal bars 31 of the unit frame 30, the rear of which is disposed at the bottom, respectively.
  • the support (4) When the inclined reinforcement (5) is installed between the support (4) and the lowest unit frame (30), the support (4) can rotate on the front horizontal bar (31) located on the bottom unit frame (30). It can be hinged.
  • the rear of the support portion 4 can be positioned on the lowermost unit frame 30 and simultaneously fixed to the horizontal bar 31 located at the front and rear of the lowermost unit frame 30.
  • the support portion 4 is supported at two points on the unit frame 30, the support portion 4 and the unit frame 30 can be firmly fixed.
  • a fastening hole (H) may be formed in the support portion (4) at a position corresponding to the position of the fastening hole (H) formed in the horizontal bar (31) of the lowermost unit frame (30) to be joined.
  • the supporting members 4 and the horizontal bar 31, which are adjacent up and down, can be joined to each other by passing the fastening member 7 through the fastening hole H of the horizontal bar 31.
  • the fastening hole (H) of at least one of the horizontal bars (31) coupled to the support portion (4) has a hole that penetrates the support portion (4) and is embedded in the lower ground.
  • the fixed spike (6) can be fastened.
  • fastening members (7) fastened to join the support portion (4) and the horizontal bar (31) can be replaced with fixed spikes (6).
  • the fixing spike 6 may be fastened through the horizontal bar 31 and the support portion 4, but the lower end of the fixing spike 6 may be formed to protrude from the lower surface of the support portion 4.
  • the fixing spikes (6) not only connect the horizontal bar (31) and the support portion (4) to each other, but also simultaneously perform the role of fixing the fall-prevention temporary structure (2) to the ground to prevent it from sliding due to lateral force. You can.
  • Figures 11 to 16 are diagrams showing an example of the assembly sequence of a temporary structure to prevent construction equipment from falling.
  • a rectangular parallelepiped-shaped unit frame 30 consisting of a plurality of horizontal bars 31 and vertical bars 32 is manufactured or prepared (FIG. 11).
  • the unit frames 30 to which the support portion 4 is coupled are assembled together in the horizontal direction (FIG. 13).
  • the neighboring unit frames 30 are joined by fastening the fastening members 7 to the fastening holes H with the coupling plates 34 of the horizontal bars 31 on both sides overlapping. Accordingly, a pair of support parts 4 are spaced apart from each other so that the left and right wheels of the construction equipment 1 are mounted.
  • the entry slope part 41 is coupled to the front end of the support part 4, and the upper unit frame 30 is stacked and coupled to the upper part of the lower unit frame 3 (FIG. 15).
  • the upper and lower unit frames 30 can be joined to each other by fastening the fastening members 7 to the fastening holes H of the horizontal bars 31 adjacent to each other.
  • assembly of the construction equipment tipping prevention temporary structure (2) of the present invention is completed by combining the inclined reinforcement bar (5) between the support portion (4) and the support frame (3) (FIG. 16).
  • the construction equipment toppling prevention temporary structure of the present invention consists of a support frame installed on the upper surface of the ground at the boundary of the work site and a pair of supports that are protruding from the front of the support frame and onto which the wheels of the construction equipment are seated.
  • the support frame is used to support the work site. Since it is simply mounted on the top of the ground at the boundary of the site, it is very easy to install and dismantle, and it has industrial applicability in that it can be operated variably according to the size or load of construction equipment.

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Abstract

The present invention relates to a temporary structure for preventing the overturn of construction equipment, comprising: a support frame provided on the top surface of the ground at a boundary part of a work site; and a pair of prop parts protruding from the front surface of the support frame such that the wheels of construction equipment are loaded thereon, and thus can be easily assembled and disassembled, can be varyingly operated according to the size or weight of the construction equipment, and can safely prevent the overturn of construction equipment without being embedded in the ground.

Description

건설장비 전도 방지 가설 구조물Temporary structures to prevent construction equipment from falling
본 발명은 작업 대지의 경계부 지반 상면에 설치되는 지지프레임과 지지프레임의 전면에 돌출 형성되어 건설장비의 차륜이 안착되는 한 쌍의 받침부로 구성되어, 설치 및 해체가 용이하고, 건설장비의 크기나 하중에 따라 가변 운용이 가능하며, 지반에 근입 없이 안전하게 건설장비의 전도를 방지할 수 있는 건설장비 전도 방지 가설 구조물에 대한 것이다.The present invention is composed of a support frame installed on the upper surface of the ground at the border of the work site and a pair of supports that protrude from the front of the support frame and on which the wheels of construction equipment are seated, making installation and disassembly easy, and depending on the size of the construction equipment. This is a temporary structure to prevent construction equipment from tipping over, which can be operated variably depending on the load and can safely prevent construction equipment from tipping over without digging into the ground.
건축 또는 토목 공사에서는 말뚝 등 기초 공사를 위한 천공장비나 자재 운반을 위한 크레인 등을 사용한다.In construction or civil engineering work, drilling equipment such as piles for foundation construction or cranes for transporting materials are used.
천공장비는 높이가 20~40m에 이르며, 장비 자체의 자중이 80~130톤에 이른다. 또한, 이동식 크레인 역시 장비의 자중이 수십 톤에 해당하고, 최고 작업 높이가 40~90m 범위로 상당히 높다. Drilling equipment reaches a height of 20 to 40 m, and the equipment itself has a dead weight of 80 to 130 tons. In addition, mobile cranes also have a self-weight of several tens of tons, and the maximum working height is quite high, ranging from 40 to 90 m.
이러한 천공장비나 크레인과 같은 건설장비는 장비 자체의 높이가 높아 공사 중 전도 사고가 종종 발생한다.Construction equipment such as drilling equipment and cranes are high in height, so falling accidents often occur during construction.
특히, 철도 시설이나 지하철 시설 또는 기타 중요 시설이 인접한 대지에서 대형 건설장비에 의해 공사가 이루어지는 경우, 건설장비가 인접한 주요 시설 측으로 전도되면 막대한 피해가 발생할 수 있다.In particular, when construction is carried out with large construction equipment on a site adjacent to a railroad facility, subway facility, or other important facility, extensive damage may occur if the construction equipment tips over to the adjacent major facility.
따라서 공사가 이루어지는 작업 대지 경계부에는 인접 주요 시설 측으로 대형 건설장비가 전도되는 것을 방지하기 위해 전도 방지 가설 구조물을 설치한다.Therefore, a temporary structure to prevent tipping over is installed at the border of the work site where construction is taking place to prevent large construction equipment from tipping over to adjacent major facilities.
도 1에 도시된 종래 전도 방지 가설 구조물(100)은 형강부재인 포스트(101)를 횡방향으로 이격 설치하고, 포스트(101)에 수평 방향으로 수평지지형강(102)을 설치하여 격자 형태로 구성된다. The conventional fall prevention temporary structure 100 shown in FIG. 1 is configured in a lattice form by installing posts 101, which are shape steel members, spaced apart in the horizontal direction, and installing horizontal support beams 102 in the horizontal direction on the posts 101. do.
건설장비(1) 전도 시, 포스트(101)의 휨 강성에 의해 건설장비(1)의 하중을 지지하기 위해 상기 포스트(101)는 지반에 일정 깊이 근입 시공한다.When the construction equipment (1) falls, the post (101) is built into the ground at a certain depth in order to support the load of the construction equipment (1) by the bending rigidity of the post (101).
그런데 이러한 펜스 형태의 종래 전도 방지 가설 구조물은 다수의 포스트를 지반에 근입 설치하는데다 포스트 설치 후 수평지지형강을 포스트에 결합하여야 한다. 그러므로 설치 시간이 많이 소요되고, 시공성이 떨어진다. However, the conventional fall-prevention temporary structure in the form of this fence installs a plurality of posts into the ground, and after installing the posts, a horizontal support beam must be connected to the posts. Therefore, it takes a lot of installation time and constructability is poor.
또한, 전도 방지 가설 구조물의 제거 또는 이동 시에도 수평지지형강을 해체하고 포스트를 인발하여야 한다. 그러므로 역시 시간이 많이 소요되고, 포스트 인발을 위해 별도의 대형 건설장비가 다시 투입되어야 하는 문제가 있다.In addition, when removing or moving a temporary structure to prevent falls, the horizontal support beam must be dismantled and the post pulled out. Therefore, it also takes a lot of time, and there is a problem that separate large-scale construction equipment must be used again to pull out the post.
뿐만 아니라 종래 전도 방지 가설 구조물은 포스트가 지반에 근입되어 고정되므로, 현장 여건에 따라 이동하거나 재배치하는 작업이 매우 번거롭다. 아울러 건설장비의 규모에 따라 높이를 자유롭게 조절하기 어렵다.In addition, since the conventional fall-prevention temporary structure has posts embedded in the ground and fixed, it is very cumbersome to move or relocate it depending on site conditions. In addition, it is difficult to freely adjust the height depending on the size of the construction equipment.
상기와 같은 문제점을 해결하기 위하여 본 발명은 설치 및 해체가 매우 용이하고, 건설장비의 크기나 하중에 따라 가변적인 운용이 가능한 건설장비 전도 방지 가설 구조물을 제공하고자 한다. In order to solve the above problems, the present invention seeks to provide a temporary structure to prevent construction equipment from falling over, which is very easy to install and dismantle, and can be operated variably depending on the size or load of the construction equipment.
본 발명은 지반에 근입 없이 안전하게 건설장비의 전도를 방지할 수 있는 건설장비 전도 방지 가설 구조물을 제공하고자 한다.The present invention seeks to provide a construction equipment fall prevention temporary structure that can safely prevent construction equipment from falling without entering the ground.
바람직한 실시예에 따른 본 발명은 건설장비의 전도를 방지하기 위한 것으로, 건설장비 전도 시 상기 건설장비를 지지하기 위해 작업 대지의 경계부 지반 상면에 설치되는 지지프레임; 상기 지지프레임의 전면에 전방으로 돌출 형성되어 건설장비의 차륜이 안착되는 것으로, 횡방향으로 상호 이격되도록 구비되는 한 쌍의 받침부; 및 상기 받침부와 지지프레임 사이에 결합되는 경사보강대; 로 구성되는 것을 특징으로 하는 건설장비 전도 방지 가설 구조물을 제공한다. The present invention according to a preferred embodiment is to prevent construction equipment from falling, and includes a support frame installed on the upper surface of the ground at the boundary of the work site to support the construction equipment when the construction equipment falls; A pair of supports that protrude forward from the front of the support frame on which wheels of construction equipment are seated and are spaced apart from each other in the transverse direction; And an inclined reinforcement bar coupled between the pedestal and the support frame; It provides a temporary structure to prevent construction equipment from falling, characterized in that it consists of.
다른 바람직한 실시예에 따른 본 발명은 상기 받침부의 하면에는 하부 지반에 박혀 지지되는 고정스파이크가 돌출 형성되는 것을 특징으로 하는 건설장비 전도 방지 가설 구조물을 제공한다. The present invention according to another preferred embodiment provides a construction equipment fall-prevention temporary structure, characterized in that fixed spikes embedded in and supported by the lower ground are protruding from the lower surface of the support.
다른 바람직한 실시예에 따른 본 발명은 상기 지지프레임은 복수의 수평바와 수직바가 직육면체로 구성되는 복수의 유닛프레임을 상하좌우로 조합하여 형성되는 것을 특징으로 하는 건설장비 전도 방지 가설 구조물을 제공한다. The present invention according to another preferred embodiment provides a construction equipment fall-prevention temporary structure, wherein the support frame is formed by combining a plurality of unit frames composed of a plurality of horizontal bars and a plurality of vertical bars in a rectangular parallelepiped, up, down, left, and right.
다른 바람직한 실시예에 따른 본 발명은 상기 유닛프레임의 수평바에는 상하로 관통하는 체결공이 형성되어, 상하로 적층되는 유닛프레임은 상하로 인접하는 수평바의 체결공에 체결부재를 체결하여 상호 접합되는 것을 특징으로 하는 건설장비 전도 방지 가설 구조물을 제공한다. According to another preferred embodiment of the present invention, fastening holes penetrating upward and downward are formed in the horizontal bars of the unit frame, and the unit frames stacked up and down are joined to each other by fastening fastening members to the fastening holes of horizontal bars adjacent to each other. A temporary structure to prevent construction equipment from falling is provided.
다른 바람직한 실시예에 따른 본 발명은 상기 받침부는 후방이 최하단에 배치되는 유닛프레임의 전방과 후방 수평바에 각각 고정되는 것을 특징으로 하는 건설장비 전도 방지 가설 구조물을 제공한다. The present invention according to another preferred embodiment provides a construction equipment fall-prevention temporary structure, wherein the support portion is fixed to the front and rear horizontal bars of the unit frame, the rear of which is disposed at the bottom, respectively.
다른 바람직한 실시예에 따른 본 발명은 상기 받침부와 결합되는 수평바 중 적어도 하나 이상의 수평바의 체결공에는 받침부를 관통하여 하부 지반에 박히는 고정스파이크가 체결되는 것을 특징으로 하는 건설장비 전도 방지 가설 구조물을 제공한다.The present invention according to another preferred embodiment is a construction equipment fall-prevention temporary structure, characterized in that a fixed spike that penetrates the support and is driven into the lower ground is fastened to the fastening hole of at least one of the horizontal bars coupled to the support. provides.
본 발명에 따르면 작업 대지의 경계부 지반 상면에 설치되는 지지프레임과 지지프레임의 전면에 돌출 형성되어 건설장비의 차륜이 안착되는 한 쌍의 받침부로 구성되어 건설장비의 전도를 방지할 수 있는 건설장비 전도 방지 가설 구조물을 제공할 수 있다. According to the present invention, a construction equipment overturning device is composed of a support frame installed on the upper surface of the ground at the border of the work site and a pair of supports that protrude from the front of the support frame and onto which the wheels of the construction equipment are seated, thereby preventing the construction equipment from falling over. Prevention temporary structures can be provided.
특히, 지지프레임이 작업 대지 경계부의 지반 상면에 단순 거치되므로, 설치 및 해체가 매우 용이하고, 건설장비의 크기나 하중에 따라 가변적인 운용이 가능하다.In particular, since the support frame is simply mounted on the ground surface at the boundary of the work site, installation and disassembly are very easy, and variable operation is possible depending on the size or load of the construction equipment.
아울러 건설장비의 양측 차륜이 지지프레임의 전면에 돌출 형성된 한 쌍의 받침부 상면에 각각 안착되므로, 지반 근입 없이 건설장비의 자중에 의해 안전하게 건설장비의 전도를 방지할 수 있다.In addition, since both wheels of the construction equipment are each seated on the upper surface of a pair of supports protruding from the front of the support frame, it is possible to safely prevent the construction equipment from falling due to its own weight without digging into the ground.
도 1은 종래 전도 방지 가설 구조물의 설치 상태를 도시하는 도면.Figure 1 is a diagram showing the installation state of a conventional fall prevention temporary structure.
도 2는 본 발명 건설장비 전도 방지 가설 구조물을 도시하는 사시도.Figure 2 is a perspective view showing a temporary structure to prevent construction equipment from falling according to the present invention.
도 3은 건설장비 전도 방지 가설 구조물에 건설장비가 탑재된 상태를 도시하는 사시도.Figure 3 is a perspective view showing a state in which construction equipment is mounted on a temporary structure to prevent construction equipment from falling.
도 4는 건설장비 전도 방지 가설 구조물에 의한 건설장비의 전도 방지 개념을 도시하는 도면.Figure 4 is a diagram illustrating the concept of preventing construction equipment from falling by using a temporary structure to prevent construction equipment from falling.
도 5는 유닛프레임을 도시하는 사시도.Figure 5 is a perspective view showing a unit frame.
도 6은 좌우로 인접하는 유닛프레임의 결합 관계를 도시하는 사시도.Figure 6 is a perspective view showing the coupling relationship of unit frames adjacent to each other on the left and right.
도 7은 좌우로 인접하는 유닛프레임의 결합 상태를 도시하는 사시도.Figure 7 is a perspective view showing a coupled state of unit frames adjacent to each other on the left and right.
도 8은 도 2의 A 부분을 도시하는 확대도.Fig. 8 is an enlarged view showing part A of Fig. 2;
도 9는 받침부와 유닛프레임의 결합 관계를 도시하는 저면사시도.Figure 9 is a bottom perspective view showing the coupling relationship between the support portion and the unit frame.
도 10은 도 9의 B 부분을 도시하는 확대도.Fig. 10 is an enlarged view showing part B of Fig. 9;
도 11 내지 도 16은 건설장비 전도 방지 가설 구조물의 조립 순서의 일예를 도시하는 도면.11 to 16 are diagrams showing an example of the assembly sequence of a temporary structure to prevent construction equipment from falling.
상기와 같은 목적을 달성하기 위하여 본 발명의 건설장비 전도 방지 가설 구조물은 건설장비의 전도를 방지하기 위한 것으로, 건설장비 전도 시 상기 건설장비를 지지하기 위해 작업 대지의 경계부 지반 상면에 설치되는 지지프레임; 상기 지지프레임의 전면에 전방으로 돌출 형성되어 건설장비의 차륜이 안착되는 것으로, 횡방향으로 상호 이격되도록 구비되는 한 쌍의 받침부; 및 상기 받침부와 지지프레임 사이에 결합되는 경사보강대; 로 구성되는 것을 특징으로 한다.In order to achieve the above object, the construction equipment toppling prevention temporary structure of the present invention is to prevent the construction equipment from overturning, and is a support frame installed on the upper surface of the ground at the boundary of the work site to support the construction equipment when the construction equipment overturns. ; A pair of supports that protrude forward from the front of the support frame on which wheels of construction equipment are seated and are spaced apart from each other in the transverse direction; And an inclined reinforcement bar coupled between the pedestal and the support frame; It is characterized by being composed of.
이하, 첨부한 도면 및 바람직한 실시예에 따라 본 발명을 상세히 설명한다. Hereinafter, the present invention will be described in detail according to the accompanying drawings and preferred embodiments.
도 2는 본 발명 건설장비 전도 방지 가설 구조물을 도시하는 사시도이다. 그리고 도 3은 건설장비 전도 방지 가설 구조물에 건설장비가 탑재된 상태를 도시하는 사시도이고, 도 4는 건설장비 전도 방지 가설 구조물에 의한 건설장비의 전도 방지 개념을 도시하는 도면이다.Figure 2 is a perspective view showing a temporary structure to prevent construction equipment from falling according to the present invention. Figure 3 is a perspective view showing a state in which construction equipment is mounted on a temporary structure to prevent construction equipment from tipping over, and Figure 4 is a diagram showing the concept of preventing construction equipment from tipping over by a temporary structure to prevent construction equipment from tipping over.
도 2 내지 도 4 등에 도시된 바와 같이, 본 발명 건설장비 전도 방지 가설 구조물은 건설장비(1)의 전도를 방지하기 위한 것으로, 건설장비(1) 전도 시 상기 건설장비(1)를 지지하기 위해 작업 대지의 경계부 지반 상면에 설치되는 지지프레임(3); 및 상기 지지프레임(3)의 전면에 전방으로 돌출 형성되어 건설장비(1)의 차륜이 안착되는 것으로, 횡방향으로 상호 이격되도록 구비되는 한 쌍의 받침부(4); 로 구성되는 것을 특징으로 한다.As shown in Figures 2 to 4, etc., the construction equipment fall prevention temporary structure of the present invention is intended to prevent the construction equipment (1) from falling, and is used to support the construction equipment (1) when the construction equipment (1) falls. A support frame (3) installed on the upper surface of the ground at the boundary of the work site; and a pair of supports (4) that protrude forward from the front of the support frame (3) on which the wheels of the construction equipment (1) are seated and are spaced apart from each other in the transverse direction. It is characterized by being composed of.
본 발명은 설치 및 해체가 매우 용이하고, 건설장비(1)의 크기나 하중에 따라 가변적인 운용이 가능하며, 지반에 근입 없이 안전하게 건설장비(1)의 전도를 방지할 수 있는 건설장비 전도 방지 가설 구조물을 제공하기 위한 것이다. The present invention is very easy to install and dismantle, can be operated variably depending on the size or load of the construction equipment (1), and can safely prevent the construction equipment (1) from falling without entering the ground. It is intended to provide a temporary structure.
본 발명 건설장비 전도 방지 가설 구조물(2)은 기존의 주요 시설물에 인접하여 높이가 높은 건설장비(1)로 공사를 실시하는 경우, 상기 건설장비(1)가 기존 주요 시설물 측으로 전도되는 것을 방지하여 기존 주요 시설물을 보호한다.The construction equipment fall prevention temporary structure (2) of the present invention prevents the construction equipment (1) from falling toward the existing main facility when construction is carried out with high-height construction equipment (1) adjacent to the existing main facility. Protect existing major facilities.
상기 전도 방지 가설 구조물(2)은 지지프레임(3)과 받침부(4)로 구성된다.The fall prevention temporary structure (2) consists of a support frame (3) and a support portion (4).
상기 지지프레임(3)은 주요 시설물이 인접한 작업 대지의 경계부에 설치된다.The support frame 3 is installed at the border of the work site adjacent to the main facility.
지반에 근입하여 설치되는 종래 전도 방지 가설 구조물과 달리, 상기 지지프레임(3)은 작업 공간 경계부의 지반 상면에 단순 거치된다.Unlike conventional fall-prevention temporary structures installed in the ground, the support frame 3 is simply mounted on the upper surface of the ground at the boundary of the work space.
상기 지지프레임(3)은 소정의 높이를 갖는 것으로, 건설장비(1)를 지지하여 건설장비(1)의 전도를 방지할 수 있도록 건설장비(1) 높이의 1/3~1/2 이상 높이를 갖는 것이 바람직하다.The support frame (3) has a predetermined height, and is at least 1/3 to 1/2 the height of the construction equipment (1) to support the construction equipment (1) and prevent the construction equipment (1) from falling. It is desirable to have.
상기 지지프레임(3)은 자립이 가능하고, 경량이며, 건설장비(1)의 전도를 효과적으로 방지하도록 형강재를 수직 및 수평으로 조립한 직육면체 형태로 구성할 수 있다.The support frame (3) is self-supporting, lightweight, and can be configured in the form of a rectangular parallelepiped formed by vertically and horizontally assembled section steel materials to effectively prevent the construction equipment (1) from falling.
상기 받침부(4)는 지지프레임(3)의 전면에 한 쌍이 돌출 형성된다. A pair of the support portions 4 are formed to protrude from the front of the support frame 3.
즉, 상기 지지프레임(3)은 수직 방향, 상기 받침부(4)는 수평 방향으로 구비되어 서로 직각을 이룬다.That is, the support frame 3 is provided in a vertical direction, and the support portion 4 is provided in a horizontal direction, forming right angles to each other.
이때, 상기 받침부(4)의 후방은 회전에 저항하도록 지지프레임(3)과 강결할 수 있다. At this time, the rear of the support portion 4 may be rigidly connected to the support frame 3 to resist rotation.
한 쌍의 받침부(4)는 좌우로 서로 이격되게 구비된다. A pair of support portions 4 are provided to be spaced apart from each other on the left and right.
상기 받침부(4)의 상면에는 건설장비(1)가 올라탄다. 즉, 건설장비(1)의 양측 차륜이 한 쌍의 받침부(4) 상면에 각각 안착된다.Construction equipment (1) rides on the upper surface of the support portion (4). That is, the wheels on both sides of the construction equipment (1) are each seated on the upper surface of the pair of supports (4).
이에 따라 건설장비(1)의 자중에 의해 가설 구조물(2)의 전도가 방지된다.Accordingly, the temporary structure (2) is prevented from falling due to the self-weight of the construction equipment (1).
즉, 상기 건설장비(1)가 기울어 건설장비(1)의 전방(예를 들면, 전방 리더 부분)이 지지프레임(3)의 상단을 가압하더라도 건설장비(1)의 무게 중심은 건설장비(1)의 후방 측에 위치하므로 건설장비(1)가 받침부(4)를 하방으로 가압하여 전도를 방지한다(도 4). That is, even if the construction equipment (1) is tilted and the front (e.g., front leader part) of the construction equipment (1) presses the top of the support frame (3), the center of gravity of the construction equipment (1) is the construction equipment (1) ), so the construction equipment (1) presses the support portion (4) downward to prevent it from falling (Figure 4).
상기 받침부(4)의 전단에는 건설장비(1)를 이동하여 받침부(4) 상부로 진입하는 것이 용이하도록 전방으로 갈수록 높이가 낮아지는 진입경사부(41)가 구비될 수 있다.The front end of the support portion 4 may be provided with an entry slope portion 41 whose height decreases toward the front to facilitate movement of the construction equipment 1 into the upper part of the support portion 4.
상기 받침부(4)는 단면 성능이 우수한 H형강을 측방으로 복수 개 연결하여 구성할 수 있다.The support portion 4 can be constructed by connecting a plurality of H-beams with excellent cross-sectional performance laterally.
상기 받침부(4)의 위치는 상부에 안착되는 건설장비(1)의 차륜 폭에 따라 변경 가능하다.The position of the support portion 4 can be changed depending on the wheel width of the construction equipment 1 mounted on the top.
기존 전도 방지 가설 구조물은 포스트를 지반에 근입 시공하므로, 현실적으로 전도 방지 가설 구조물의 이동이 어려웠다. 이에 주요 시설물 측 공사 대지 경계 전체에 걸쳐 전도 방지 가설 구조물을 설치하여야 했다. 이와 달리, 본 발명에서는 전도 방지 가설 구조물(2)의 이동이 용이하므로, 건설장비(1)의 시공 위치에만 설치하여도 무방하다.Existing temporary structures to prevent falls were constructed with posts embedded in the ground, so it was difficult to move the temporary structures to prevent falls in reality. Accordingly, it was necessary to install temporary structures to prevent falls along the entire construction site boundary on the main facility side. In contrast, in the present invention, since the fall prevention temporary structure (2) is easy to move, it may be installed only at the construction location of the construction equipment (1).
상기 전도 방지 가설 구조물(2)은 단순히 지반 상면에 단순 거치 방식으로 설치되므로, 설치 및 위치의 변경 또는 해체가 용이하다.Since the fall prevention temporary structure 2 is simply installed on the upper surface of the ground, it is easy to install, change the location, or dismantle.
상기 건설장비(1)가 천공 장비인 경우, 상기 건설장비(1)가 한 쌍의 받침부(4) 상부에 탑재된 상태에서 상호 이격된 받침부(4) 사이 공간을 통해 지반 천공 작업을 수행 가능하다.When the construction equipment (1) is a drilling equipment, ground drilling work is performed through the space between the mutually spaced support parts (4) while the construction equipment (1) is mounted on the upper part of a pair of support parts (4). possible.
도 2 등에 도시된 바와 같이, 상기 받침부(4)와 지지프레임(3) 사이에는 경사보강대(5)가 결합될 수 있다. As shown in FIG. 2, etc., an inclined reinforcement bar (5) may be coupled between the support portion (4) and the support frame (3).
상기 전도 방지 가설 구조물(2)을 정위치에 설치한 다음, 받침부(4) 전방을 통해 건설장비(1)를 진입시켜 받침부(4) 상부로 이동시킨다. 따라서 받침부(4)는 두께를 어느 정도 얇게 형성하여야 한다.After installing the fall prevention temporary structure (2) in the correct position, construction equipment (1) is entered through the front of the support part (4) and moved to the upper part of the support part (4). Therefore, the support portion 4 must be formed to be somewhat thin.
이 경우 상기 받침부(4)를 지지프레임(3)에 직접 캔틸레버 구조로 접합하면, 받침부(4)와 지지프레임(3)의 접합부 휨 강성에 한계가 있다.In this case, if the support portion 4 is directly joined to the support frame 3 in a cantilever structure, there is a limit to the bending rigidity of the joint between the support portion 4 and the support frame 3.
그러므로 상기 받침부(4)와 지지프레임(3) 사이에 경사보강대(5)를 설치하여 받침부(4)와 지지프레임(3)이 접합되는 우각부의 휨 강성을 보강할 수 있다.Therefore, by installing an inclined reinforcement bar (5) between the support part (4) and the support frame (3), the bending rigidity of the right corner where the support part (4) and the support frame (3) are joined can be reinforced.
상기 경사보강대(5)는 상단을 지지프레임(3)의 전면에 힌지 결합하고, 하단을 받침부(4)의 상면에 힌지 결합할 수 있다.The upper end of the inclined reinforcement (5) may be hinged to the front of the support frame (3), and the lower end may be hinged to the upper surface of the support unit (4).
상기 경사보강대(5)의 상단과 하단은 지지프레임(3)과 받침부(4)에 각각 탈부착 가능하게 결합할 수 있다.The upper and lower ends of the inclined reinforcement (5) can be detachably coupled to the support frame (3) and the support portion (4), respectively.
상기 경사보강대(5)가 받침부(4)와 결합되는 위치는 받침부(4) 상부에 탑재되는 건설장비(1)의 차륜과 간섭되지 않는 곳으로 설정함이 바람직하다.It is desirable that the position where the inclined reinforcement (5) is coupled to the support portion (4) is set to a location that does not interfere with the wheels of the construction equipment (1) mounted on the top of the support portion (4).
도 3 등에 도시된 바와 같이, 상기 받침부(4)의 하면에는 하부 지반에 박혀 지지되는 고정스파이크(6)가 돌출 형성될 수 있다. As shown in FIG. 3, etc., fixed spikes 6 that are embedded and supported in the lower ground may be formed to protrude from the lower surface of the support portion 4.
상기 받침부(4)의 상부로 건설장비(1)가 진입하거나 건설장비(1)가 전도되려고 하는 경우, 전도 방지 가설 구조물(2)의 위치가 지면에서 밀릴 수 있다.When construction equipment 1 enters the upper part of the support 4 or the construction equipment 1 is about to fall, the position of the fall prevention temporary structure 2 may be pushed off the ground.
따라서 횡력에 대해 전도 방지 가설 구조물(2)이 밀리지 않고 견고하게 정위치를 유지할 수 있도록 받침부(4)의 하면에 복수의 고정스파이크(6)를 돌출 형성할 수 있다.Therefore, a plurality of fixed spikes 6 can be formed to protrude from the lower surface of the support portion 4 so that the fall-prevention temporary structure 2 can firmly maintain its correct position without being pushed against lateral force.
상기 고정스파이크(6)는 받침부(4)의 상부를 통해 받침부(4)를 관통하여 받침부(4)의 하부로 돌출되도록 받침부(4)에 설치할 수 있다.The fixed spike (6) can be installed on the support portion (4) so that it penetrates the support portion (4) through the upper part of the support portion (4) and protrudes to the lower part of the support portion (4).
상기 받침부(4)가 H형강인 경우, H형강의 상하플랜지를 관통하여 고정스파이크(6)를 설치할 수 있다. When the support portion 4 is made of H-beam steel, fixed spikes 6 can be installed through the upper and lower flanges of the H-beam steel.
상기 고정스파이크(6)는 너트에 의해 플랜지에 고정 가능하다. 상기 고정스파이크(6)는 필요에 따라 너트를 풀어 받침부(4)에서 제거하거나 상부로 상승시켜 지반 고정을 해제할 수 있다.The fixed spike (6) can be fixed to the flange with a nut. If necessary, the fixing spike 6 can be removed from the support part 4 by loosening the nut or lifted upward to release its fixation to the ground.
도 5는 유닛프레임을 도시하는 사시도이다. 그리고 도 6은 좌우로 인접하는 유닛프레임의 결합 관계를 도시하는 사시도이고, 도 7은 좌우로 인접하는 유닛프레임의 결합 상태를 도시하는 사시도이다.Figure 5 is a perspective view showing a unit frame. And Figure 6 is a perspective view showing the coupling relationship of unit frames adjacent to the left and right, and Figure 7 is a perspective view showing the coupling state of unit frames adjacent to the left and right.
도 5에 도시된 바와 같이, 상기 지지프레임(3)은 복수의 수평바(31)와 수직바(32)가 직육면체로 구성되는 복수의 유닛프레임(30)을 상하좌우로 조합하여 형성할 수 있다. As shown in FIG. 5, the support frame 3 can be formed by combining a plurality of unit frames 30, in which a plurality of horizontal bars 31 and a vertical bar 32 are formed of a rectangular parallelepiped, vertically, horizontally, and horizontally. .
건설장비(1)는 장비 종류, 제원 등에 따라 폭과 높이가 다양하다.Construction equipment (1) varies in width and height depending on the type of equipment and specifications.
따라서 건설장비(1)의 규모에 따라 용이하게 대응함과 아울러 양중 및 운반 편의성을 향상시키기 위해 지지프레임(3)을 소규모의 유닛프레임(30)으로 분할하여 구성할 수 있다.Therefore, in order to easily adapt to the size of the construction equipment 1 and improve lifting and transportation convenience, the support frame 3 can be divided into small unit frames 30.
즉, 동일한 규격의 유닛프레임(30)을 상하 및/또는 좌우로 복수 개 조립하여 지지프레임(3)을 구성할 수 있다.That is, the support frame 3 can be formed by assembling a plurality of unit frames 30 of the same standard up and down and/or left and right.
상기 유닛프레임(30)은 4개의 하부수평바(31), 4개의 상부수평바(31) 및 상기 상하부수평바(31)의 단부를 연결하는 4개의 수직바(32)로 이루어져 전체적으로 직육면체 형상을 형성할 수 있다.The unit frame 30 consists of four lower horizontal bars 31, four upper horizontal bars 31, and four vertical bars 32 connecting the ends of the upper and lower horizontal bars 31, and has an overall rectangular parallelepiped shape. can be formed.
상기 유닛프레임(30)의 강성을 보강하기 위해 유닛프레임(30)의 각 면에는 이웃하는 모서리를 연결하는 브레이싱재(33)가 구비될 수 있다. In order to reinforce the rigidity of the unit frame 30, a bracing material 33 may be provided on each side of the unit frame 30 to connect neighboring corners.
도 5 내지 도 7에 도시된 바와 같이, 상기 수평바(31)의 양측 단부에는 결합플레이트(34)가 구비될 수 있다. As shown in FIGS. 5 to 7, coupling plates 34 may be provided at both ends of the horizontal bar 31.
상기 결합플레이트(34)는 수평바(31)의 일측 단부에 외부로 돌출되게 구비되고, 수평바(31)의 타측 단부에서 수평바(31)의 내측에 결합될 수 있다. The coupling plate 34 is provided to protrude outward from one end of the horizontal bar 31, and may be coupled to the inside of the horizontal bar 31 at the other end of the horizontal bar 31.
상기 결합플레이트(34)에는 체결공(H)이 관통 형성될 수 있다. A fastening hole (H) may be formed through the coupling plate 34.
상기 결합플레이트(34)가 수평바(31)의 내측에 결합되는 경우, 수평바(31)의 웨브에도 체결공(H)이 형성될 수 있다. When the coupling plate 34 is coupled to the inside of the horizontal bar 31, a fastening hole H may be formed in the web of the horizontal bar 31.
이웃하는 유닛프레임(30)은 양측 수평바(31)의 결합플레이트(34)를 중첩한 상태에서 복수의 체결공(H)을 동시에 관통하도록 체결부재(7)를 체결하여 접합될 수 있다(도 6, 도 7).Neighboring unit frames 30 can be joined by fastening the fastening members 7 to simultaneously penetrate the plurality of fastening holes H with the coupling plates 34 of the horizontal bars 31 on both sides overlapped (see Figure 6, Fig. 7).
상기 지지프레임(3)을 소형의 유닛프레임(30)으로 분할 구성하는 경우, 소형 장비로도 양중 및 운반이 가능하다.When the support frame 3 is divided into small unit frames 30, lifting and transportation is possible even with small equipment.
도 8은 도 2의 A 부분을 도시하는 확대도이다.FIG. 8 is an enlarged view showing part A of FIG. 2.
도 2, 도 8에 도시된 바와 같이, 상기 유닛프레임(30)의 수평바(31)에는 상하로 관통하는 체결공(H)이 형성되어, 상하로 적층되는 유닛프레임(30)은 상하로 인접하는 수평바(31)의 체결공(H)에 체결부재(7)를 체결하여 상호 접합될 수 있다. As shown in FIGS. 2 and 8, a fastening hole (H) penetrating upward and downward is formed in the horizontal bar 31 of the unit frame 30, so that the unit frames 30 stacked vertically are adjacent to each other vertically. They can be joined to each other by fastening the fastening member (7) to the fastening hole (H) of the horizontal bar (31).
상하로 적층되는 유닛프레임(30)을 서로 접합하여 결합하기 위해 수평바(31)에는 체결공(H)이 상하로 관통 형성될 수 있다.In order to join the unit frames 30 stacked vertically to each other, fastening holes H may be formed through the horizontal bar 31 vertically.
이에 따라 유닛프레임(30)을 상하로 적층한 후 서로 접합되는 수평바(31)의 체결공(H)에 볼트 등의 체결부재(7)를 체결하여 상호 고정할 수 있다.Accordingly, after stacking the unit frames 30 up and down, fastening members 7 such as bolts can be fastened to the fastening holes H of the horizontal bars 31 to be joined to each other.
건설장비(1)의 전도 하중은 지지프레임(3)의 전후 방향으로만 작용한다. 그러므로 체결부재(7)가 체결되는 유닛프레임(30)의 전후방 수평바(31)에는 체결공(H)이 형성되어도 무방하다.The overturning load of construction equipment (1) acts only in the front-to-back direction of the support frame (3). Therefore, a fastening hole (H) may be formed in the front and rear horizontal bars 31 of the unit frame 30 to which the fastening member 7 is fastened.
상기 수평바(31)가 H형강인 경우, 체결공(H)은 H형강의 상하부플랜지에 형성될 수 있다.When the horizontal bar 31 is an H-beam steel, fastening holes H may be formed in the upper and lower flanges of the H-beam steel.
상기 경사보강대(5)가 구비되는 경우, 경사보강대(5)의 상단은 수평바(31)의 체결공(H)에 볼트 등의 체결부재(7)로 고정할 수 있다.When the inclined reinforcement (5) is provided, the upper end of the inclined reinforcement (5) is the horizontal bar (31). It can be fixed to the fastening hole (H) with a fastening member (7) such as a bolt.
도 9는 받침부와 유닛프레임의 결합 관계를 도시하는 저면사시도이고, 도 10은 도 9의 B 부분을 도시하는 확대도이다.Figure 9 is a bottom perspective view showing the coupling relationship between the support and the unit frame, and Figure 10 is an enlarged view showing part B of Figure 9.
도 9, 도 10에 도시된 바와 같이, 상기 받침부(4)는 후방이 최하단에 배치되는 유닛프레임(30)의 전방과 후방 수평바(31)에 각각 고정될 수 있다. As shown in FIGS. 9 and 10, the support portion 4 may be fixed to the front and rear horizontal bars 31 of the unit frame 30, the rear of which is disposed at the bottom, respectively.
상기 받침부(4)와 최하단 유닛프레임(30) 사이에 경사보강대(5)가 설치되는 경우, 상기 받침부(4)는 최하단 유닛프레임(30)에 위치하는 전방 수평바(31)에 회전 가능하게 힌지 결합될 수 있다.When the inclined reinforcement (5) is installed between the support (4) and the lowest unit frame (30), the support (4) can rotate on the front horizontal bar (31) located on the bottom unit frame (30). It can be hinged.
그러나 이 경우 받침부(4)가 결합되는 수평바(31)에 과도한 응력이 집중되어 수평바(31)가 변형될 우려가 있다. 또한, 경사보강대(5) 제거 시, 받침부(4)가 자유롭게 회전하여 전도 방지 가설 구조물(2)의 운반 작업이 곤란하다.However, in this case, excessive stress is concentrated on the horizontal bar 31 to which the support portion 4 is coupled, and there is a risk that the horizontal bar 31 may be deformed. In addition, when the inclined reinforcement (5) is removed, the support portion (4) rotates freely, making it difficult to transport the fall-prevention temporary structure (2).
따라서 상기 받침부(4)의 후방을 최하단 유닛프레임(30)에 위치시켜 최하단 유닛프레임(30)의 전방 및 후방에 위치하는 수평바(31)에 동시에 고정할 수 있다.Therefore, the rear of the support portion 4 can be positioned on the lowermost unit frame 30 and simultaneously fixed to the horizontal bar 31 located at the front and rear of the lowermost unit frame 30.
이에 따라 상기 받침부(4)가 유닛프레임(30)에 2점 지지되므로, 받침부(4)와 유닛프레임(30)이 견고하게 고정될 수 있다.Accordingly, since the support portion 4 is supported at two points on the unit frame 30, the support portion 4 and the unit frame 30 can be firmly fixed.
상기 받침부(4)에는 접합되는 최하단 유닛프레임(30)의 수평바(31)에 형성된 체결공(H)의 위치와 대응되는 위치에 체결공(H)을 형성할 수 있다. 그리고 상하로 이웃하는 받침부(4)와 수평바(31)의 체결공(H)에 체결부재(7)를 관통시켜 상호 접합할 수 있다.A fastening hole (H) may be formed in the support portion (4) at a position corresponding to the position of the fastening hole (H) formed in the horizontal bar (31) of the lowermost unit frame (30) to be joined. In addition, the supporting members 4 and the horizontal bar 31, which are adjacent up and down, can be joined to each other by passing the fastening member 7 through the fastening hole H of the horizontal bar 31.
도 10에 도시된 바와 같이, 상기 받침부(4)와 결합되는 수평바(31) 중 적어도 하나 이상의 수평바(31)의 체결공(H)에는 받침부(4)를 관통하여 하부 지반에 박히는 고정스파이크(6)가 체결될 수 있다. As shown in FIG. 10, the fastening hole (H) of at least one of the horizontal bars (31) coupled to the support portion (4) has a hole that penetrates the support portion (4) and is embedded in the lower ground. The fixed spike (6) can be fastened.
상기 받침부(4)와 수평바(31)를 접합하기 위해 체결되는 체결부재(7) 중 일부 또는 전부를 고정스파이크(6)로 대체할 수 있다.Some or all of the fastening members (7) fastened to join the support portion (4) and the horizontal bar (31) can be replaced with fixed spikes (6).
즉, 상기 고정스파이크(6)를 수평바(31)와 받침부(4)를 관통하여 체결하되, 고정스파이크(6)의 하단을 받침부(4)의 하면보다 돌출되게 형성할 수 있다. That is, the fixing spike 6 may be fastened through the horizontal bar 31 and the support portion 4, but the lower end of the fixing spike 6 may be formed to protrude from the lower surface of the support portion 4.
그러면 상기 고정스파이크(6)는 수평바(31)와 받침부(4)를 상호 접합할 뿐 아니라 전도 방지 가설 구조물(2)을 지반에 고정하여 횡력에 의해 슬라이딩 되지 않도록 지지하는 역할을 동시에 수행할 수 있다.Then, the fixing spikes (6) not only connect the horizontal bar (31) and the support portion (4) to each other, but also simultaneously perform the role of fixing the fall-prevention temporary structure (2) to the ground to prevent it from sliding due to lateral force. You can.
도 11 내지 도 16은 건설장비 전도 방지 가설 구조물의 조립 순서의 일예를 도시하는 도면이다.Figures 11 to 16 are diagrams showing an example of the assembly sequence of a temporary structure to prevent construction equipment from falling.
도 11 내지 도 16을 참조하여 상기 지지프레임(3)이 복수의 유닛프레임(30)을 상하좌우로 조합하여 형성되는 경우, 본 발명 건설장비 전도 방지 가설 구조물(2)의 조립 순서를 설명한다. Referring to FIGS. 11 to 16, when the support frame 3 is formed by combining a plurality of unit frames 30 up, down, left, and right, the assembly sequence of the construction equipment tipping prevention temporary structure 2 of the present invention will be described.
먼저, 복수의 수평바(31)와 수직바(32)로 구성되는 직육면체 형상의 유닛프레임(30)을 제작 또는 준비한다(도 11).First, a rectangular parallelepiped-shaped unit frame 30 consisting of a plurality of horizontal bars 31 and vertical bars 32 is manufactured or prepared (FIG. 11).
그리고 상기 유닛프레임(30)과 받침부(4)를 서로 조립한다(도 12). 이때, 상기 받침부(4)의 하부로 고정스파이크(6)가 돌출될 수 있으므로, 받침부(4)를 수직 방향으로 세워 유닛프레임(30)과 조립한다.Then, the unit frame 30 and the support portion 4 are assembled together (Figure 12). At this time, since the fixing spikes 6 may protrude from the lower portion of the support portion 4, the support portion 4 is erected vertically and assembled with the unit frame 30.
이후, 상기 받침부(4)가 결합된 유닛프레임(30)을 횡방향으로 서로 조립한다(도 13). 이때, 이웃하는 유닛프레임(30)은 양측 수평바(31)의 결합플레이트(34)를 중첩한 상태에서 체결공(H)에 체결부재(7)를 체결하여 접합한다. 이에 따라 건설장비(1)의 좌우 차륜이 탑재되도록 한 쌍의 받침부(4)가 서로 이격 배치된다. Thereafter, the unit frames 30 to which the support portion 4 is coupled are assembled together in the horizontal direction (FIG. 13). At this time, the neighboring unit frames 30 are joined by fastening the fastening members 7 to the fastening holes H with the coupling plates 34 of the horizontal bars 31 on both sides overlapping. Accordingly, a pair of support parts 4 are spaced apart from each other so that the left and right wheels of the construction equipment 1 are mounted.
다음으로, 상기 받침부(4)가 수직 방향으로 구비된 도 13의 조립체를 90도 회전시켜 받침부(4)가 지반 상면에 위치되도록 설치한다(도 14).Next, the assembly of FIG. 13 in which the support part 4 is provided in the vertical direction is rotated 90 degrees and installed so that the support part 4 is located on the upper surface of the ground (Figure 14).
그리고 상기 받침부(4)의 전단에 진입경사부(41)를 결합하는 한편, 하부 유닛프레임(3)의 상부에 상부 유닛프레임(30)을 적층 결합한다(도 15). 여기에서 상하부 유닛프레임(30)은 상하로 인접하는 수평바(31)의 체결공(H)에 체결부재(7)를 체결하여 상호 접합할 수 있다.Then, the entry slope part 41 is coupled to the front end of the support part 4, and the upper unit frame 30 is stacked and coupled to the upper part of the lower unit frame 3 (FIG. 15). Here, the upper and lower unit frames 30 can be joined to each other by fastening the fastening members 7 to the fastening holes H of the horizontal bars 31 adjacent to each other.
마지막으로 상기 받침부(4)와 지지프레임(3) 사이에 경사보강대(5)를 결합하여 본 발명 건설장비 전도 방지 가설 구조물(2)의 조립을 완료한다(도 16).Finally, assembly of the construction equipment tipping prevention temporary structure (2) of the present invention is completed by combining the inclined reinforcement bar (5) between the support portion (4) and the support frame (3) (FIG. 16).
본 발명의 건설장비 전도 방지 가설 구조물은 작업 대지의 경계부 지면 상면에 설치되는 지지프레임과 지지프레임의 전면에 돌출 형성되어 건설장비의 차륜이 안착되는 한 쌍의 받침부로 구성되는 것으로, 지지프레임이 작업 대지 경계부의 지반 상면에 단순 거치되므로 설치 및 해체가 매우 용이하고, 건설장비의 크기나 하중에 따라 가변적으로 운용이 가능하다는 점에서 산업상 이용가능성이 있다.The construction equipment toppling prevention temporary structure of the present invention consists of a support frame installed on the upper surface of the ground at the boundary of the work site and a pair of supports that are protruding from the front of the support frame and onto which the wheels of the construction equipment are seated. The support frame is used to support the work site. Since it is simply mounted on the top of the ground at the boundary of the site, it is very easy to install and dismantle, and it has industrial applicability in that it can be operated variably according to the size or load of construction equipment.

Claims (6)

  1. 건설장비(1)의 전도를 방지하기 위한 것으로,To prevent construction equipment (1) from falling,
    건설장비(1) 전도 시 상기 건설장비(1)를 지지하기 위해 작업 대지의 경계부 지반 상면에 설치되는 지지프레임(3); A support frame (3) installed on the upper surface of the ground at the boundary of the work site to support the construction equipment (1) when it falls over;
    상기 지지프레임(3)의 전면에 전방으로 돌출 형성되어 건설장비(1)의 차륜이 안착되는 것으로, 횡방향으로 상호 이격되도록 구비되는 한 쌍의 받침부(4); 및A pair of supports (4) that protrude forward from the front of the support frame (3) on which the wheels of the construction equipment (1) are seated and are spaced apart from each other in the transverse direction; and
    상기 받침부(4)와 지지프레임(3) 사이에 결합되는 경사보강대(5); 로 구성되는 것을 특징으로 하는 건설장비 전도 방지 가설 구조물An inclined reinforcement bar (5) coupled between the support portion (4) and the support frame (3); A temporary structure to prevent construction equipment from falling, characterized in that it consists of
  2. 제1항에서,In paragraph 1:
    상기 받침부(4)의 하면에는 하부 지반에 박혀 지지되는 고정스파이크(6)가 돌출 형성되는 것을 특징으로 하는 건설장비 전도 방지 가설 구조물.A construction equipment fall-prevention temporary structure, characterized in that fixed spikes (6) are protruding from the lower surface of the support portion (4) and are supported by being embedded in the lower ground.
  3. 제1항에서,In paragraph 1:
    상기 지지프레임(3)은 복수의 수평바(31)와 수직바(32)가 직육면체로 구성되는 복수의 유닛프레임(30)을 상하좌우로 조합하여 형성되는 것을 특징으로 하는 건설장비 전도 방지 가설 구조물.The support frame (3) is a construction equipment fall-prevention temporary structure, characterized in that it is formed by combining a plurality of unit frames (30) composed of a plurality of horizontal bars (31) and a vertical bar (32) in a rectangular parallelepiped in the upper, lower, left, and right directions. .
  4. 제3항에서,In paragraph 3,
    상기 유닛프레임(30)의 수평바(31)에는 상하로 관통하는 체결공(H)이 형성되어, 상하로 적층되는 유닛프레임(30)은 상하로 인접하는 수평바(31)의 체결공(H)에 체결부재(7)를 체결하여 상호 접합되는 것을 특징으로 하는 건설장비 전도 방지 가설 구조물.A fastening hole (H) penetrating upward and downward is formed in the horizontal bar 31 of the unit frame 30, so that the unit frame 30, which is stacked up and down, has a fastening hole (H) of the horizontal bar 31 adjacent to the upper and lower. A temporary structure to prevent construction equipment from falling, characterized in that it is joined to each other by fastening fastening members (7) to ).
  5. 제4항에서,In paragraph 4,
    상기 받침부(4)는 후방이 최하단에 배치되는 유닛프레임(30)의 전방과 후방 수평바(31)에 각각 고정되는 것을 특징으로 하는 건설장비 전도 방지 가설 구조물.The support portion (4) is a construction equipment fall-prevention temporary structure, characterized in that the rear portion is fixed to the front and rear horizontal bars (31) of the unit frame (30) disposed at the bottom, respectively.
  6. 제5항에서,In paragraph 5,
    상기 받침부(4)와 결합되는 수평바(31) 중 적어도 하나 이상의 수평바(31)의 체결공(H)에는 받침부(4)를 관통하여 하부 지반에 박히는 고정스파이크(6)가 체결되는 것을 특징으로 하는 건설장비 전도 방지 가설 구조물.A fixed spike (6) that penetrates the support portion (4) and is driven into the lower ground is fastened to the fastening hole (H) of at least one of the horizontal bars (31) coupled to the support portion (4). A temporary structure to prevent construction equipment from falling.
PCT/KR2023/009418 2022-07-05 2023-07-04 Temporary structure for preventing overturn of construction equipment WO2024010335A1 (en)

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JP2000154561A (en) * 1998-11-19 2000-06-06 Hitachi Constr Mach Co Ltd Overturning preventing device for construction machinery
JP2004345779A (en) * 2003-05-21 2004-12-09 Natl Inst Of Industrial Safety Independent Administrative Institution Overturning prevention method in walking crane and walking crane having overturning prevention means
KR200442101Y1 (en) * 2008-03-11 2008-10-10 주식회사 드림엔지니어링 Mandrel type boring machine for deep depth construction work
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KR102479836B1 (en) * 2022-07-05 2022-12-21 제이이앤씨 주식회사 Temporary structure to prevent overturning of construction equipment

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KR200469905Y1 (en) 2013-05-02 2013-11-13 주식회사 톤 Support fundamental pile and installation guider

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JP2000154561A (en) * 1998-11-19 2000-06-06 Hitachi Constr Mach Co Ltd Overturning preventing device for construction machinery
JP2004345779A (en) * 2003-05-21 2004-12-09 Natl Inst Of Industrial Safety Independent Administrative Institution Overturning prevention method in walking crane and walking crane having overturning prevention means
KR200442101Y1 (en) * 2008-03-11 2008-10-10 주식회사 드림엔지니어링 Mandrel type boring machine for deep depth construction work
KR20100006204A (en) * 2008-07-09 2010-01-19 호성산업개발(주) Falling down prevention apparatus for use of concrete cast
US20170328511A1 (en) * 2016-05-12 2017-11-16 Jim D. Wiethorn Securement for Crawler Cranes and System and Method for Use of Same
KR102479836B1 (en) * 2022-07-05 2022-12-21 제이이앤씨 주식회사 Temporary structure to prevent overturning of construction equipment

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