KR200468906Y1 - Foundation bolt mount with height adjustment - Google Patents

Foundation bolt mount with height adjustment Download PDF

Info

Publication number
KR200468906Y1
KR200468906Y1 KR2020130002608U KR20130002608U KR200468906Y1 KR 200468906 Y1 KR200468906 Y1 KR 200468906Y1 KR 2020130002608 U KR2020130002608 U KR 2020130002608U KR 20130002608 U KR20130002608 U KR 20130002608U KR 200468906 Y1 KR200468906 Y1 KR 200468906Y1
Authority
KR
South Korea
Prior art keywords
support
foundation
pipe
bolt fixing
foundation bolt
Prior art date
Application number
KR2020130002608U
Other languages
Korean (ko)
Inventor
성관훈
Original Assignee
주식회사 썬로드에너지
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 썬로드에너지 filed Critical 주식회사 썬로드에너지
Priority to KR2020130002608U priority Critical patent/KR200468906Y1/en
Application granted granted Critical
Publication of KR200468906Y1 publication Critical patent/KR200468906Y1/en

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/42Foundations for poles, masts or chimneys
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22Sockets or holders for poles or posts
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00Geometrical or physical properties
    • E02D2200/11Height being adjustable
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2250/00Production methods
    • E02D2250/0007Production methods using a mold
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00Miscellaneous
    • E02D2600/30Miscellaneous comprising anchoring details

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Architecture (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

본 발명은 빔 또는 파이프기둥을 설치하기 위해 기초볼트를 포함하는 콘크리트 기초블록에 기초볼트가 직립되고 일정한 높이를 갖도록 하는 기초볼트 높낮이 조절용 기초블록 설치대에 관한 것으로
일정한 틀을 갖는 거푸집과, 거푸집의 양측에 위치하도록 일정 간격 이격되어 위치하는 지지파이프와, 지지파이프에 결합되는 기초볼트고정프레임과, 기초볼트고정프레임에 체결되는 기초볼트로 구성된 기초볼트 높낮이 조절용 기초블록 설치대를 제공한다.
The present invention relates to a foundation block mounting platform for adjusting the height of the foundation bolts so that the foundation bolts are upright and have a constant height to the concrete foundation block including the foundation bolts for installing the beam or pipe pillar.
Foundation bolt height adjustment base consisting of a formwork having a fixed frame, support pipes spaced at regular intervals to be located on both sides of the formwork, a foundation bolt fixing frame coupled to the support pipe, and a foundation bolt fastened to the foundation bolt fixing frame Provide block mounts.

Description

기초볼트 높낮이 조절용 기초블록 설치대{Foundation bolt mount with height adjustment}Foundation block mount for height adjustment of foundation bolts {Foundation bolt mount with height adjustment}

본 발명은 소형 구조물의 기둥을 설치하기 위해 기초볼트를 포함하는 기초블록에 기초볼트가 직립되고 일정한 높이를 갖도록 기초볼트의 돌출되는 높이를 쉽게 조절하여 기초블록을 설치할 수 있도록 한 높낮이 조절용 기초블록 설치대에 관한 것이다.The present invention is to adjust the height of the foundation bolts so that the foundation bolts are upright and have a constant height in order to install the pillars of the small structure to easily adjust the height of the foundation bolts to adjust the height of the foundation block mounting base It is about.

일반적으로 소규모 구조물을 설치하기 위해서는 땅을 일정깊이로 파낸 구덩이나 바닥면을 콘크리트 타설하여 양생된 콘크리트바닥 표면상에 기초블록을 형성하게 되고, 기초블록을 타설시 구조물의 기둥을 견고히 결합하기 위해 기초볼트가 기초블록 상면으로 일정높이 노출되게 하여 양생시킨 후 노출된 기초볼트에 기둥을 체결하여 구조물의 기둥을 설치하고 있다.In general, in order to install a small-scale structure, the foundation blocks are formed on the surface of the cured concrete floor by placing concrete in a pit or floor that has been dug to a certain depth, and when laying the foundation blocks, The bolts are exposed to a certain height to the upper surface of the foundation block, and then cured.

상기와 같은 기초블록을 설치하는 작업은 콘크리트를 타설하기 위해 철근을 역어 철근골격을 형성하게되고, 형성된 철근골격에는 기초볼트가 노출될 높이를 설정하여 철근에 기초볼트를 철사로 엮어 고정시키며, 이후 철근골격의 외측으로 거푸집을 둘러 콘크리트를 타설할 준비를 완료한 후 콘크리트를 타설하여 기둥을 설치하기 위한 기초블록 작업을 완료하게 된다.Work to install the foundation block as described above to form a reinforcement skeleton by reinforcing the reinforcement to pour concrete, and set the height to expose the foundation bolt to the formed reinforcement skeleton, weaving the foundation bolt to the reinforcement with wires, then fixed After preparing the concrete to surround the formwork to the outside of the reinforcing frame, the foundation block work is completed to install the pillar by placing the concrete.

그러나, 상기와 같이 구성된 거푸집의 내측으로 콘크리트를 타설하게 되면 타설되는 콘크리트의 하중에 의해 기초볼트가 직립된 위치에서 일정각도 기울어지는 일이 발생하게 되며, 이를 바로 잡기 위해 콘크리트 타설물이 양생되기 전에 작업자가 일일이 손으로 각도를 조절하게 되나 자신의 감에 의지해 각각의 기초볼트를 직립시키게 되어 기둥을 설치할 때는 기둥의 바닥판에 형성된 결합공의 간격에서 어긋나 도구를 사용하여 기초볼트의 직립각을 제조정하는 일이 빈번히 발생하고 있다.However, when the concrete is poured into the formwork formed as described above, a certain angle of inclination occurs at the position where the foundation bolt is erected by the load of the concrete to be poured, before the concrete pouring is cured to correct this. The operator adjusts the angle by hand, but each foundation bolt is erected by his own sense. When installing the pillar, shift the upright angle of the foundation bolt using a tool by shifting the gap between the coupling holes formed on the bottom plate of the pillar. Manufacturing work is occurring frequently.

또한, 상기와 같이 기초볼트를 기구를 사용하여 직립각을 조정하였을 때는 기초볼트의 나사부가 파손되어 바닥판에 기초볼트가 삽입된다 해도 고정너트를 조이지 못하게 되는 문제점 또한 발생된다.In addition, when the upright angle is adjusted by using the base bolt mechanism as described above, even if the screw of the base bolt is broken and the base bolt is inserted into the bottom plate, a problem occurs that the fixing nut cannot be tightened.

또한, 상기와 같이 우선 설치된 철근골격은 기초볼트를 고정시키는데 있어 좁은 작업공간을 갖게 되고, 기초볼트를 철근골격에 역을 때 설치할 간격을 일일이 자로 재어 설치하여야 함으로 작업시간 길어지는 문제점을 갖는다.In addition, the rebar skeleton is installed first as described above has a narrow working space for fixing the foundation bolt, has a problem that the work time is long because the interval to be installed when the foundation bolt to reverse the reinforcement skeleton should be installed with a ruler.

이에 본 발명은 상기한 문제점을 해소하기 위해 안출 한 것으로 콘크리트를 거푸집에 타설하여도 기초볼트가 유동되지 않도록 고정하여 기초볼트의 직립각 유지와, 직립각 조정작업을 하지 않음으로 하여 나사부의 파손을 방지하여 기초볼트를 포함하는 기초를 설치할 수 있도록 하는 데 그 목적이 있다.In order to solve the above problems, the present invention is designed to prevent the foundation bolts from flowing even if the concrete is placed on the formwork so that the foundation bolts are not flowed, thereby maintaining the upright angle of the foundation bolts and not adjusting the upright angles. The purpose is to be able to install the foundation including the foundation bolts to prevent.

또 다른 목적으로 거푸집에 철근골격과 기초볼트를 쉽게 결합할 수 있도록 하여 기초블록을 형성하는 작업시간을 단축할 수 있도록 하는 데 그 목적 있다.Another purpose is to shorten the work time to form the foundation block by making it easy to combine the reinforcement skeleton and foundation bolt to the formwork.

상기한 본 발명의 목적을 달성하기 위해 일정한 틀을 갖는 거푸집과, 거푸집의 양측에 위치하도록 일정 간격 이격되어 위치하는 지지파이프와, 지지파이프에 결합되는 기초볼트고정프레임과, 기초볼트고정프레임에 체결되는 기초볼트로 구성된 기초볼트 높낮이 조절용 기초블록 설치대를 제공한다.In order to achieve the above object of the present invention, a formwork having a predetermined frame, support pipes spaced at regular intervals so as to be located on both sides of the formwork, a base bolt fixing frame coupled to the support pipe, and fastening to the base bolt fixing frame It provides a foundation block mounting base for adjusting the height of the foundation bolt consisting of the foundation bolt.

본 발명은 설치된 철근골격에 기초볼트를 힘들게 고정시키지 않게 되어 작업시간의 단축할 수 있게 되며, 또한 기초볼트의 설치위치와 설정높이가 일정하게 유지할 수 있게 된다.The present invention is not to hardly fix the foundation bolt to the installed reinforcement skeleton can shorten the working time, it is also possible to maintain the installation position and the set height of the foundation bolt constant.

또한, 기초볼트가 정확한 위치와 일정한 높이를 갖도록 설치함으로서 기초볼트의 위치 등을 재설정하기 위한 번거로운 작업이 없게 된다.In addition, by installing the foundation bolts to have a correct position and a constant height, there is no troublesome work to reset the position of the foundation bolts.

도 1은 본 발명의 구성을 도시한 분리 사시도
도 2는 본 발명의 결합된 상태를 도시한 사시도
도 3은 본 발명의 사용상태 단면도
도 4는 본 발명의 사용상태 측면도
도 5는 본 발명의 다른실시예를 도시한 부분 발췌사시도
1 is an exploded perspective view showing a configuration of the present invention;
Figure 2 is a perspective view showing a combined state of the present invention
3 is a cross-sectional view of the use state of the present invention
Figure 4 is a side view of the use state of the present invention
Figure 5 is a partial excerpt perspective view showing another embodiment of the present invention

이하 첨부된 도면을 참조하여 본 발명을 설명하면 다음과 같다.DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, the present invention will be described with reference to the accompanying drawings.

첨부된 도 1 내지 도 3은 본 발명의 구성과 사용상태를 도시한 분리 사시도, 결합상태 사시도 및 단면도이다.1 to 3 is an exploded perspective view, a coupled perspective view and a cross-sectional view showing the configuration and use of the present invention.

본 발명은 일정한 틀을 갖는 거푸집(100)과, 일정 간격 이격되어 위치하는 지지파이프(200)와, 지지파이프(200)에 결합되는 기초볼트고정프레임(300)과, 기초볼트고정프레임(300)에 체결되는 철근골격(410)과 용접결합된 기초볼트(400)와, 높이조절수단으로 구성된다.The present invention is a formwork having a predetermined frame 100, the support pipe 200 is located at a predetermined interval spaced, the base bolt fixing frame 300 coupled to the support pipe 200, and the foundation bolt fixing frame 300 Reinforcement skeleton 410 is fastened to the base bolt 400 is welded and consists of height adjustment means.

상기 거푸집(100)은 가로등, 도로분리대 등을 설치하기 위한 것으로 도면상 정형화 하여 도시하였으나 설치되는 구조물에 따라 그 크기는 다양한 크기를 갖도록 형성될 수 있다.The formwork 100 is for installing a street lamp, a road separator, etc., but is illustrated in the drawing, but the size can be formed to have various sizes depending on the structure to be installed.

상기 거푸집(100)의 양측에 위치하는 지지파이프(200)는 기초볼트(400)프레임을 지지하기 위해 일정간격 이격되며 양측에 위치하게 된다.
The support pipes 200 located at both sides of the formwork 100 are spaced at regular intervals to support the frame of the foundation bolt 400 and are positioned at both sides.

상기 지지파이프(200)와 결합되는 기초볼트고정프레임(300)은 지지파이프(200)가 삽입될 수 있는 내경을 갖으며 양측으로 이격되어 위치하는 고정파이프(310)와, 양측 고정파이프(310)와 용접으로 접합형성되어 연결하는 기초볼트고정판(320)으로 형성된다.The base bolt fixing frame 300 coupled to the support pipe 200 has an inner diameter into which the support pipe 200 can be inserted, and is fixed to the fixed pipe 310 and spaced apart from both sides, and the fixed pipe 310 on both sides. It is formed by a base bolt fixing plate 320 to be joined and formed by welding with.

상기 기초볼트고정판(320)에는 일정간격 이격되어 기초볼트(400)가 삽입되는 기초볼트삽입공(322)이 형성되어 기초볼트(400)가 삽입된 후 기초볼트고정판(320)의 상부와 하부에서 너트가 기초볼트(400)에 결합되어 기초볼트(400)의 높이를 설정하게 된다.
The foundation bolt fixing plate 320 is formed at a predetermined interval spaced base bolt insertion hole 322 is inserted into the foundation bolt 400 is inserted into the foundation bolt 400 is inserted from the top and bottom of the foundation bolt fixing plate 320 The nut is coupled to the foundation bolt 400 to set the height of the foundation bolt 400.

상기 높이조절수단은 양측에 위치하는 지지파이프의 선단과 후단에 위치하며 지면에 일정길이 직립하게 박히는 나사형성된 수직지지대(500)와, 상기 수직지지대(500)의 하부가 끼워지도록 관통된 나사부가 형성되어 수직지지대(500)와 결합 후 폭넓게 지면을 지지하도록 원판형으로 형성된 지면지지판(510)과, 수직지지대(500)의 상부에 끼움되도록 관통된 나사부가 형성되고 수평지지바(530)가 안착된 후 이탈되지 않도록 선단이 상방향으로 돌출되는 걸림턱(522a)으로 안착부(522)가 복수개 형성된 수평높이지지구(520)와, 수평높이지지구(520)의 안착부(522)에 안착되어 양측 지지파이프(200)의 하부에 위치하여 지지파이프(200)의 수평과 높이를 조정하도록 하는 수평지지바(530)로 구성된다.The height adjusting means is formed on the front and rear ends of the support pipes located on both sides and formed with a screw-shaped vertical support 500 that is fixed to a predetermined length on the ground, and a threaded portion through which the lower portion of the vertical support 500 is fitted. And a ground support plate 510 formed in a disc shape so as to support the ground widely after being combined with the vertical support 500, and a threaded portion formed to be fitted to the upper portion of the vertical support 500, and the horizontal support bar 530 is seated. In order not to be separated after the end is projected in the upward direction of the locking projection (522a) the mounting portion 522 is formed in a plurality of horizontal height support 520 and the horizontal height support 520 is seated on the seating portion 522 It is composed of a horizontal support bar 530 which is located at the lower side of both support pipes 200 to adjust the horizontal and height of the support pipes 200.

상기 돌출된 걸림턱(522a)으로 수평지지바(530)가 놓여지도록 형성된 안착부(522)는 수평높이를 세밀하게 조정할 수 있도록 원주를 따라 2 ~ 6개로 형성됨이 바람직 하다.
It is preferable that the seating portions 522 formed so that the horizontal support bar 530 is placed by the protruding locking jaw 522a are formed in two to six along the circumference so that the horizontal height can be finely adjusted.

첨부된 도 5는 본 발명의 다른 실시예를 도시한 것으로 설치되는 구조물의 크기에 따라 설치되는 콘크리트기초의 달라지는 크기에 대응할 수 있도록 기초볼트고정프레임에 길이가변수단을 구성하여 기초블록을 형성하기 위한 거푸집의 크기에 따라 기초볼트고정프레임의 간격을 조정하여 거푸집에 결합시키도록 구성한 것이다.5 is a view showing another embodiment of the present invention for forming a foundation block by forming a length variable stage in a foundation bolt fixing frame so as to correspond to a varying size of a concrete foundation installed according to the size of a structure installed. According to the size of the formwork to adjust the spacing of the foundation bolt fixing frame is configured to combine with the formwork.

상기 길이가변수단은 일측 지지파이프(200)가 끼워지며 2개로 구성된 기초볼트고정판(320)의 일단이 각기 접합되게 분할된 고정파이프(310)와, 상기 분할형성된 고정파이프(310)의 일측에 형성된 조임공(312)에 결합되어 내측으로 끼워진 지지파이프(200)를 조여 고정파이프(310)의 위치가 이동되지 않게 고정시키는 고정나사(314)로 구성되며, 양측 지지파이프(200)에 결합된 고정파이프(310)와 각기 결합된 기초볼트고정판(320)은 상호 상면과 하면이 접촉되며 교차되도록 단차를 두어 형성하되, 하측에 위치한 기초볼트고정판(320)은 그 선단에 타측 기초볼트고정판(320)을 감싸며 빠지지 않도록 하는 하부결속밴드(320a)가 형성되고, 상측에 위치한 기초볼트고정판(320)은 그 선단에 타측 기초볼트고정판(320)을 감싸며 빠지지 않도록 하는 상부결속밴드(320b)가 형성된다.The variable length end is formed on one side of the fixed pipe 310, the one end of the support pipe 200 is fitted and the two ends of the fixed bolt plate 320 is formed to be bonded to each other, the split formed fixed pipe 310 It is composed of a fixing screw 314 coupled to the tightening hole 312 to tighten the support pipe 200 inserted into the fixing hole 310 so that the position of the fixed pipe 310 is not moved, fixed to both support pipes 200 The base bolt fixing plate 320 coupled to the pipe 310 is formed with a step so that the upper and lower surfaces are in contact with each other and intersect with each other, but the lower bolt fixing plate 320 located at the lower side is disposed at the other end of the base bolt fixing plate 320. The lower binding band 320a is formed to surround and prevent the upper bolt fixing plate 320 located on the upper side, and the upper binding band 320b is formed at the front end of the upper binding bolt fixing plate 320 so as not to fall out. .

상기 상,하부결속밴드(320a)(320b)는 타측 기초볼트고정판(320)을 감싸 가이드 역할을 함과 아울러 결속이 해제되지 않게 걸림턱 역할을 하게 된다. The upper and lower binding bands 320a and 320b serve as a guide while wrapping the other side bolt fixing plate 320 and act as a locking jaw so that the binding is not released.

상기 일측 지지파이프(200)에 분리되게 결합된 고정파이프(310)에 각기 접합연결된 기초볼트고정판(320)에는 각각 간격조절판(330)이 형성되며, 각각 형성된 간격조절판(330)은 기초볼트고정판(320)과 같이 단차지며 상측에 위치하는 간격조절판(330)의 선단에는 하측에 위치한 간격조절판(330)을 감싸는 상부배선결속밴드(330b)가 형성되고, 하측에 위치한 간격조절판(330)의 선단은 상측에 위치한 간격조절판(330)을 감싸는 하부배선결속밴드(330a)가 형성된다.
The base bolt fixing plates 320 are respectively connected to the fixed pipe 310 bonded to the fixed pipe 310 to be separated from the one side support pipe 200, respectively, the gap adjusting plate 330 is formed, respectively, the gap adjusting plate 330 is formed of the base bolt fixing plate ( The upper wiring binding band 330b is formed on the front end of the gap adjusting plate 330 located at an upper side and is stepped as shown in (320), and the end of the gap adjusting plate 330 located on the lower side is formed. A lower wiring binding band 330a is formed surrounding the gap control plate 330 located at an upper side thereof.

이하 본 발명의 사용 과정을 설명하면 다음과 같다.Hereinafter will be described the use process of the present invention.

본 발명은 복수의 철근골격(410)과 용접접합된 기초볼트(400)의 상부로 거푸집(100)을 씌운 후 콘크리트를 타설하여 기초블록을 형성하게 된다.The present invention forms the foundation block by pouring the formwork 100 to the top of the plurality of rebar skeleton 410 and the welded base bolt 400 is poured concrete.

상기와 같이 거푸집(100)을 씌울 때 거푸집(100)과 접합형성된 기초볼트고정프레임(300)을 구성하는 기초볼트고정판(320)과 기초볼트(400)를 체결하게 되며, 이때 복수의 기초볼트(400)에 동일한 높이를 갖도록 하여 너트가 체결된 상태에서 기초볼트고정판(320)의 하부에서 기초볼트삽입공(322)을 통해 기초볼트(400)가 일정높이 노출되며, 이후 노출된 기초볼트(400)에 다시 너트를 체결하여 기초볼트(400)를 견고히 결합하게 된다.When the formwork 100 is covered as described above, the foundation bolt fixing plate 320 and the foundation bolt 400 constituting the foundation bolt fixing frame 300 joined with the formwork 100 are fastened, wherein a plurality of foundation bolts ( The foundation bolt 400 is exposed to a certain height through the foundation bolt insertion hole 322 at the lower portion of the foundation bolt fixing plate 320 in a state where the nut is fastened to have the same height at 400, and then the foundation bolt 400 is exposed. ) By tightening the nut again to firmly couple the foundation bolt 400.

상기와 같이 결합되는 과정에서 기초볼트고정판(320)의 하부에 위치하는 너트의 높이를 조정하여 결합함으로서 기초블록 상측으로 노출되는 기초볼트(400)의 높이를 설정하게 된다.
By adjusting the height of the nut located in the lower portion of the base bolt fixing plate 320 in the process of coupling as described above to set the height of the base bolt 400 exposed to the upper side of the base block.

상기와 같이 기초볼트(400)와 결합된 기초볼트고정프레임(300)에는 지지파이프(200)가 고정파이프에 끼워져 결합되고, 지지파이프(200)의 선단과 후단에 기초블록의 높이와 수평을 맞추기 위한 수직지지대(500)와 지면지지판 및 수평높이지지구(520)로 구성되는 높이조절수단이 설치되어 거푸집(100)과 접합되며 지지파이프(200)가 결합된 기초볼트고정프레임(300)을 양측에서 떠받쳐 거푸집(100)의 설치높이와 수평을 만추게 된다.The support pipe 200 is fitted to the fixed pipe fixed to the foundation bolt fixing frame 300 is coupled to the foundation bolt 400 as described above, leveling the height and level of the foundation block at the front and rear ends of the support pipe 200 Height adjustment means consisting of a vertical support 500 and the ground support plate and the horizontal height support 520 is installed to be bonded to the formwork 100 and the base bolt fixing frame 300, the support pipe 200 is coupled to both sides Supported by the installation height of the formwork 100 is made to touch the horizontal.

상기와 같은 설치 높이 및 수평 조정은 나사로 형성된 수직지지대(500)에 하부에 나사 결합되는 지면지지판이 지면에 박히는 수직지지대(500)를 흔들림없이 지지하도록 한 후 수직지지대(500)의 상단에 결합된 수평높이지지구(520)의 높이를 설정하며 수평높이지지구(520)의 안착부에 수평지지바(530)를 걸침되게 안치하여 지지파이프(200)의 하부에서 지지하도록 하는 것으로, 수평높이지지구(520)의 높이에 따라 거푸집(100)의 높이와 수평을 맞출 수 있게 된다.The installation height and the horizontal adjustment as described above is coupled to the top of the vertical support 500 after the ground support plate is screwed to the lower vertical support 500 formed of screws to support the vertical support 500 that is stuck to the ground without shaking. Set the height of the horizontal height support 520, and the horizontal support bar 530 to be settled on the mounting portion of the horizontal height support 520 to support from the lower portion of the support pipe 200, not horizontal height According to the height of the earth 520 can be leveled with the height of the formwork (100).

또한, 길이가변수단을 갖는 기초볼트고정프레임(300)은 구조물의 크기에 따라 크기가 변화되는 거푸집(100)의 크기에 맞춰 폭과 길이를 가변하여 고정파이프(310)에 고정나사(314)로 간격을 고정한 후 기초볼트고정프레임(300)을 거푸집(100)에 접합시켜 다양한 크기의 거푸집(100) 크기에 대응할 수 있도록 구성된다.
In addition, the base bolt fixing frame 300 having a variable length of the variable length and width in accordance with the size of the formwork 100 is changed according to the size of the structure by the fixing screw 314 to the fixing pipe 310 After fixing the spacing is bonded to the base bolt fixing frame 300 to the formwork 100 is configured to correspond to the size of the formwork 100 of various sizes.

100 : 거푸집
200 : 지지파이프
300 : 기초볼트고정프레임 310 : 고정파이프
312 : 조임공 314 : 고정나사
320 : 기초볼트고정판
320a : 하부결속밴드 320b : 상부결속밴드
332 : 배선공 334 : 배선캡
334a : 단턱부 336 : 배선관연결구
334a : 단턱부
340 : 전기배선관
400 : 기초볼트 410 : 철근골격
500 : 수직지지대 510 : 지면지지판
520 : 수평높이지지구 530 : 수평지지바
100: Form
200: support pipe
300: basic bolt fixing frame 310: fixed pipe
312: tightening hole 314: fixing screw
320: Foundation bolt fixing plate
320a: lower binding band 320b: upper binding band
332: wiring engineer 334: wiring cap
334a: stepped portion 336: wiring pipe connector
334a: stepped portion
340: electric wiring pipe
400: foundation bolt 410: rebar skeleton
500: vertical support 510: ground support plate
520: horizontal height support 530: horizontal support bar

Claims (2)

거푸집(100)의 양측에 위치하는 지지파이프(200)와,
상기 지지파이프(200)가 삽입될 수 있도록 지지파이프(200)가 끼워지는 내경으로 양측으로 이격되어 위치하는 고정파이프(310)와, 양측 고정파이프(310)를 연결하며 양측 단부에 접합형성되는 기초볼트고정판(320)과, 기초볼트고정판(320)의 일측에서 양측 고정판을 연결하며 전기배선을 할 수 있게 형성되는 간격조절판(330)으로 형성되어 길이가변수단을 갖는 기초볼트고정프레임(300)과,
상기 기초볼트고정프레임(300)의 고정파이프(320)와 용접으로 접합되어 일체로 구성되는 거푸집(100)으로 구성되되,
상기 기초볼트고정판(320)에는 일정간격 이격되어 기초볼트(400)가 삽입되는 기초볼트삽입공(322)이 형성되어 철근골격(410)과 용접접합된 기초볼트(400)가 삽입된 후 기초볼트고정판(320)의 상부에서 너트가 결합되어 기초볼트(400)의 높이를 설정하여 고정하도록 구성되며,
상기 지지파이프(200)의 선단과 후단에 위치하며 지면에 일정길이 직립하게 박히는 나사형성된 수직지지대(500)와, 상기 수직지지대(500)의 하부가 끼워지도록 관통된 나사부가 형성되어 수직지지대(500)와 결합 후 폭넓게 지면을 지지하도록 원판형으로 형성된 지면지지판(510)과, 수직지지대(500)의 상부에 끼움되도록 관통된 나사부가 형성된 수평높이지지구(520)와, 수평높이지지구(520)에 안착되어 양측 지지파이프(200)의 하부에 위치하여 지지파이프(200)의 수평과 높이를 조정하도록 하는 수평지지바(530)로 구성되는 높이조절수단이 구비됨을 특징으로 하는 기초볼트 높낮이 조절용 기초블록 설치대.
Support pipes 200 located on both sides of the formwork 100,
A base connected to both ends of the fixed pipe 310 and the both sides of the fixed pipe 310, which is spaced to both sides by the inner diameter in which the support pipe 200 is inserted so that the support pipe 200 can be inserted, The bolt fixing plate 320 and the base bolt fixing frame 300 is formed of a gap adjusting plate 330 is formed so as to connect the two fixed plates on one side of the base bolt fixing plate 320 to the electric wiring and has a variable length end; ,
Consists of a formwork 100 is integrally joined to the fixed pipe 320 of the foundation bolt fixing frame 300 by welding,
The foundation bolt fixing plate 320 is formed with a foundation bolt insertion hole 322 is inserted into the foundation bolt 400 is spaced at a predetermined interval, the reinforcement skeleton 410 and the welded foundation bolt 400 is inserted after the foundation bolt The nut is coupled to the upper portion of the fixing plate 320 is configured to fix the height of the foundation bolt 400,
Screwed vertical support 500 which is located at the front end and the rear end of the support pipe 200 and is driven upright in a predetermined length on the ground, and a threaded portion is formed so that the lower portion of the vertical support 500 is fitted into the vertical support 500 And a horizontal height support 520 and a horizontal height support 520 formed with a threaded portion to be inserted into the upper portion of the vertical support 500, the horizontal support plate 510 formed in a disk shape to support the ground widely after Height adjustment means consisting of a horizontal support bar 530 to be seated on the lower side of the support pipe 200 to adjust the horizontal and height of the support pipe 200 is mounted on the) Foundation block mount.
제 1항에 있어서,
상기 길이가변수단은
일측 지지파이프(200)가 끼워지며 2개로 구성된 기초볼트고정판(320)의 일단이 각기 접합되게 분할된 고정파이프(310)와, 상기 분할형성된 고정파이프(310)의 일측에 형성된 조임공(312)에 결합되어 내측으로 끼워진 지지파이프(200)를 조여 고정파이프(310)의 위치가 이동되지 않게 고정시키는 고정나사(314)로 구성되되,
상기 양측 지지파이프(200)에 결합된 고정파이프(310)와 각기 결합된 기초볼트고정판(320)은 상호 상면과 하면이 접촉되며 교차되도록 단차를 갖게 형성하되, 하측에 위치한 기초볼트고정판(320)은 그 선단에 타측 기초볼트고정판(320)을 감싸며 빠지지 않도록 하는 하부결속밴드(320a)가 형성되고, 상측에 위치한 기초볼트고정판(320)은 그 선단에 타측 기초볼트고정판(320)을 감싸며 빠지지 않도록 하는 상부결속밴드(320b)가 형성되며,
상기 일측 지지파이프(200)에 분리되게 결합된 고정파이프(310)에 각기 접합연결된 기초볼트고정판(320)에는 각각 간격조절판(330)이 형성되며, 각각 형성된 간격조절판(330)은 기초볼트고정판(320)과 같이 단차지며 상측에 위치하는 간격조절판(330)의 선단에는 하측에 위치한 간격조절판(330)을 감싸는 상부배선결속밴드(330b)가 형성되고, 하측에 위치한 간격조절판(330)의 선단은 상측에 위치한 간격조절판(330)을 감싸는 하부배선결속밴드(330a)로 구성됨을 특징으로 하는 기초볼트 높낮이 조절용 기초블록 설치대.
The method of claim 1,
The length variable stage
One side of the support pipe 200 is fitted, the fixed pipe 310 is divided into one end of each of the two basic bolt fixing plate 320 is joined, and the tightening hole 312 formed on one side of the divided fixed pipe 310 It is composed of a fixing screw 314 is fixed to the fixing pipe 310 is fastened so as not to move by tightening the support pipe 200 fitted inwardly coupled to,
The fixing bolt 310 and the foundation bolt fixing plate 320 respectively coupled to the support pipes 200 are formed to have a step so that the upper surface and the lower surface are in contact with each other, and the foundation bolt fixing plate 320 is located at the lower side. The lower binding band 320a is formed on the front end of the other side bolt fixing plate 320 so as not to fall out, and the base bolt fixing plate 320 located on the upper side of the other side bolt fixing plate 320 to prevent falling out. An upper binding band 320b is formed,
The base bolt fixing plates 320 are respectively connected to the fixed pipe 310 bonded to the fixed pipe 310 to be separated from the one side support pipe 200, respectively, the gap adjusting plate 330 is formed, respectively, the gap adjusting plate 330 is formed of the base bolt fixing plate ( The upper wiring binding band 330b is formed on the front end of the gap adjusting plate 330 located at an upper side and is stepped as shown in (320), and the end of the gap adjusting plate 330 located on the lower side is formed. Foundation block mounting base for adjusting the height of the foundation bolt, characterized in that consisting of a lower wiring binding band (330a) surrounding the gap control plate 330 located on the upper side.
KR2020130002608U 2013-04-08 2013-04-08 Foundation bolt mount with height adjustment KR200468906Y1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR2020130002608U KR200468906Y1 (en) 2013-04-08 2013-04-08 Foundation bolt mount with height adjustment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR2020130002608U KR200468906Y1 (en) 2013-04-08 2013-04-08 Foundation bolt mount with height adjustment

Publications (1)

Publication Number Publication Date
KR200468906Y1 true KR200468906Y1 (en) 2013-09-06

Family

ID=51396433

Family Applications (1)

Application Number Title Priority Date Filing Date
KR2020130002608U KR200468906Y1 (en) 2013-04-08 2013-04-08 Foundation bolt mount with height adjustment

Country Status (1)

Country Link
KR (1) KR200468906Y1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105804110A (en) * 2016-05-10 2016-07-27 中国水利水电第四工程局有限公司 Construction method of foundation bolts of railway contact net and mounting bracket
CN107830321A (en) * 2017-11-03 2018-03-23 上海电力设计院有限公司 Flush type foundation bolt for electric support positions levelling device

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1060909A (en) * 1996-08-19 1998-03-03 Hitachi Kizai Kk Anchor bolt support structure
KR20050006598A (en) * 2003-07-09 2005-01-17 조홍준 Assembly type matrix made concrete for construction
KR100837230B1 (en) 2007-06-07 2008-06-12 윤여성 A fixing apparatus for a shape steel beam

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1060909A (en) * 1996-08-19 1998-03-03 Hitachi Kizai Kk Anchor bolt support structure
KR20050006598A (en) * 2003-07-09 2005-01-17 조홍준 Assembly type matrix made concrete for construction
KR100837230B1 (en) 2007-06-07 2008-06-12 윤여성 A fixing apparatus for a shape steel beam

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105804110A (en) * 2016-05-10 2016-07-27 中国水利水电第四工程局有限公司 Construction method of foundation bolts of railway contact net and mounting bracket
CN105804110B (en) * 2016-05-10 2017-12-19 中国水利水电第四工程局有限公司 A kind of construction method and mounting bracket of railway contact line foundation bolt
CN107830321A (en) * 2017-11-03 2018-03-23 上海电力设计院有限公司 Flush type foundation bolt for electric support positions levelling device

Similar Documents

Publication Publication Date Title
KR101304985B1 (en) Foundation bolt mount with height adjustment
JP4491030B2 (en) Anchor bolt set device
KR101011417B1 (en) System Formwork for FSM
KR200468906Y1 (en) Foundation bolt mount with height adjustment
KR100996724B1 (en) Means for solidarity reinforcement bar of head part in steel pipe pile and method of foundation structure using thereof
US20140075878A1 (en) Frame support
KR200462716Y1 (en) Curbstone constructing equipment
KR101739126B1 (en) Method for Forming Top-down-typed Underground Strucutre
KR200494594Y1 (en) Structures for support
KR20180109531A (en) Grounding Stone Assembly Having Position Adjustable Bracket
KR101474948B1 (en) Construction method for supporting post of experience equipment
KR101378967B1 (en) Apparatus for constructing boundary stone
JP6134231B2 (en) Base plate position adjustment system
JP6918613B2 (en) Wall structure and wall construction method
KR101181493B1 (en) Improved support system
KR101633729B1 (en) Structure of retaining wall
KR101627159B1 (en) Concrete placing leveler and installing jig thereof
KR100772671B1 (en) Support for sidewalk boundary stone and construction method using the same
CN208844917U (en) The hardened structure form bracing system of cast-in-situ concrete beam
KR101167582B1 (en) Block unit for expansion
JP5706182B2 (en) Seismic isolation base plate mounting jig and mounting method
KR20100092609A (en) Precast form structure for gutter and construction method using the same
KR101011475B1 (en) Environment-friendly slope construction bridge
KR20190000607U (en) Safety railing for Form Meong-yeoi
US20120117892A1 (en) All metal leave N place armor joint form with joint fill retention

Legal Events

Date Code Title Description
A201 Request for examination
A302 Request for accelerated examination
E701 Decision to grant or registration of patent right
REGI Registration of establishment
FPAY Annual fee payment

Payment date: 20160816

Year of fee payment: 4

FPAY Annual fee payment

Payment date: 20170822

Year of fee payment: 5

FPAY Annual fee payment

Payment date: 20180628

Year of fee payment: 6

FPAY Annual fee payment

Payment date: 20190709

Year of fee payment: 7