KR100218175B1 - Method for building a waterproof construction - Google Patents

Method for building a waterproof construction Download PDF

Info

Publication number
KR100218175B1
KR100218175B1 KR1019970028604A KR19970028604A KR100218175B1 KR 100218175 B1 KR100218175 B1 KR 100218175B1 KR 1019970028604 A KR1019970028604 A KR 1019970028604A KR 19970028604 A KR19970028604 A KR 19970028604A KR 100218175 B1 KR100218175 B1 KR 100218175B1
Authority
KR
South Korea
Prior art keywords
panel
formwork
reinforcing bar
reinforcement
concrete
Prior art date
Application number
KR1019970028604A
Other languages
Korean (ko)
Other versions
KR970062227A (en
Inventor
강예석
Original Assignee
강예석
주식회사경호기술단
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 강예석, 주식회사경호기술단 filed Critical 강예석
Priority to KR1019970028604A priority Critical patent/KR100218175B1/en
Publication of KR970062227A publication Critical patent/KR970062227A/en
Application granted granted Critical
Publication of KR100218175B1 publication Critical patent/KR100218175B1/en

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G9/00Forming or shuttering elements for general use
    • E04G9/02Forming boards or similar elements
    • E04G9/05Forming boards or similar elements the form surface being of plastics
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E04G17/065Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G9/00Forming or shuttering elements for general use
    • E04G9/10Forming or shuttering elements for general use with additional peculiarities such as surface shaping, insulating or heating, permeability to water or air

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

본 발명은 주로 약품탱크 및 오

Figure kpo00001
폐수 처리용 원형과 구형 구조물을 시공하기 위한 시공공법에 관한 것으로서, 폴리에티렌수지로 일면이 다수의 돌출줄기에 의하여 요철면으로 되고, 타면은 평활면으로 된 판넬로 구축물의 바닥과 벽체의 거푸집을 형성하는데 바닥의 형성은 판넬의 요철면에 연결한 요철부철근에 직각 방향으로 꽂임봉(21)을 다수 결속시켜 양생되기 이전의 기초 슬래브 위에 얹어 꽂임봉(21)이 매립되게 바닥(50)을 설치하고, 이후 바닥(50)으로 설치되는 판넬(10)의 둘레에 요철부 정면에 철띠를 연결한 판넬을 기립시키고, 상기 기립된 판넬 외부로 다수의 주철근을 기초슬래브에 매립되게 입설하여 주철근에 배력철근을 연결한 후 상기 요철부 철띠와 주철근 및 배력철근을 이용하여 콘크리트 결속 효능을 높이는 연결철근과 결속철근을 결속시키며, 이후 배력철근 외향에 따른 판넬을 기립시켜 기립된 내
Figure kpo00002
외측 판넬사이에 합성수지관을 대접시켜 공간을 일정하게 하고 요철부에 철띠 구멍에 폼타이핀을 내
Figure kpo00003
외측 판넬이 벌어지지 못하도록 다수 장착시켜 벽체 거푸집을 형성하고, 이후 거푸집에 콘크리트를 타설하여 양생시킨 후, 폼타이핀 나사와 외측 판넬을 제거하여 구조물을 시공하는데, 상기 구조물의 내면은 판넬의 평활면으로 되고 판넬의 연결부분의 틈의 접합은 폴리에티렌으로 열풍 용접하여 수밀성을 갖도록 하는 것을 특징으로 하는 것으로서, 구조물의 내면을 판넬의 평활면으로 되게 시공하므로서, 오
Figure kpo00004
폐수에 함유된 부식성 화학성분에 의하여 부식되지 않도록 하고, 종래 목재로 거푸집을 형성하는 것보다는 거푸집 설치작업이 용이하여 공기를 단축하게 되는 효과를 나타내는 거푸집을 겸한 내면시공재로 사용되는 판넬을 이용한 수밀성 콘크리트 구조물의 시공공법이다.The present invention mainly drug tanks and o
Figure kpo00001
A construction method for constructing circular and spherical structures for wastewater treatment, wherein one side is made of uneven surface by a plurality of protruding stems with polystyrene resin, and the other side is a panel made of smooth surface, and the formwork of the bottom and wall of the structure Formation of the bottom is formed by placing a plurality of rods 21 at right angles to the uneven portion of the reinforcing bar connected to the uneven surface of the panel, and then placing the rods 21 on the foundation slab before curing. After the installation, and then erected the panel connecting the iron strip on the front of the uneven portion around the panel 10 to be installed to the bottom 50, and placed a plurality of cast iron to be embedded in the foundation slab outside the standing panel to cast the main reinforcement After connecting the reinforcing bar to the joint of the reinforcing bar and the connecting reinforcing bar to increase the concrete binding efficiency by using the reinforcing steel strip and the main reinforcement and the lifting reinforcement, and then the outgoing reinforcement reinforcement Erected by standing panels
Figure kpo00002
Placing the synthetic resin pipe between the outer panels to make the space constant and inserting the form tie pin to the hole
Figure kpo00003
Forming a wall formwork by mounting a plurality of outer panels so as not to open, and after curing by pouring concrete into the formwork, and then remove the form tie pin screws and the outer panel to construct the structure, the inner surface of the structure is the smooth surface of the panel Joining of the gap of the connection portion of the panel is characterized in that the hot air welded with polystyrene to have a water tightness, by constructing the inner surface of the structure to be the smooth surface of the panel,
Figure kpo00004
Watertightness using the panel used as an internal construction material that does not corrode by the corrosive chemicals contained in the waste water and shows the effect of shortening the air due to the easy installation work of formwork rather than forming formwork from conventional wood. Construction method of concrete structure.

Description

거푸집을 겸한 내면시공재로 사용되는 판넬을 이용한 수밀성 콘크리트 구조물의 시공공법Construction method of watertight concrete structures using panels used as formwork and internal construction materials

본 발명은 본원 출원인이 선출원한 특허출원 제97-19780호를 개량한 거푸집을 겸한 내면시공재로 사용되는 판넬을 이용한 수밀성 콘크리트 구조물의 시공공법에 관한 것이다.The present invention relates to a construction method of a watertight concrete structure using a panel used as an inner construction material with a formwork improved from the patent application No. 97-19780 previously filed by the applicant.

일반적으로 액체약품탱크나 저수탱크 또는 오

Figure kpo00006
폐수 처리장의 수밀성콘크리트 구조물을 축조할 때, 콘크리트 타설을 하기 위하여는 거푸집을 그 구조물에 맞도록 제작하여야 하며 이제껏 사용하여오는 거푸집 재질로는 목재를 주로 이용하고 있으며, 목재로 거푸집을 제작하기 위한 설치기간과 공사비가 과다하게 소요되며, 또 약품 및 오
Figure kpo00007
폐수는 수질특성상 부식성 화학성분이 함유되어 있어 콘크리트의 부식을 촉진시키고 있으므로 오
Figure kpo00008
폐수의 부식성을 방지하기 위하여 방수제를 사용하고 있으나 일반방수공법은 오
Figure kpo00009
폐수의 부식성화학성분을 충분히 방지하지 못하므로, 콘크리트 구조물에 충분한 방식 효과를 부여하지 못하여, 약품 및 오
Figure kpo00010
폐수 처리 구조물의 내구성을 저하시키는 요인이 되는 등 문제점이 있는 것이다.Generally, liquid chemical tanks, reservoir tanks, or
Figure kpo00006
When constructing the watertight concrete structure of the wastewater treatment plant, formwork should be made to fit the structure in order to place concrete. The formwork material used in the past is mainly using wood, and it is installed to make formwork from wood. Excessive time and construction costs are required, and also
Figure kpo00007
Wastewater contains corrosive chemicals due to its water quality, which promotes corrosion of concrete.
Figure kpo00008
Waterproofing agent is used to prevent the corrosiveness of the wastewater.
Figure kpo00009
Since it does not sufficiently prevent the corrosive chemicals of the wastewater, it does not give the concrete structure sufficient anticorrosive effect,
Figure kpo00010
There is a problem, such as a factor that reduces the durability of the wastewater treatment structure.

따라서, 본 발명의 목적은 거푸집 설계제작이 용이하고, 약품 및 오

Figure kpo00011
폐수의 부식성 화학성분을 구조물의 내면에 접촉시키지 않도록 하므로서, 콘크리트 구조물의 수명이 반영구적이며, 더욱이 구조물 내부 청소도 용이한 일면이 요철면으로 된 거푸집을 겸한 내면시공재로 사용되는 판넬을 이용한 수밀성 콘크리트 구조물의 시공공법을 제공하는데 있는 것이다.Therefore, the object of the present invention is easy to formwork design and manufacturing,
Figure kpo00011
As the corrosive chemicals of the wastewater do not come into contact with the inner surface of the structure, the life of the concrete structure is semi-permanent, and the watertight concrete using panel used as the inner construction material with the form of the uneven surface is easy to clean inside the structure. It is to provide a construction method of the structure.

상기 본 발명에 맞추어 기재된 목적을 제공하는 거푸집을 겸한 내면시공재로 사용되는 판넬을 이용한 수밀성 콘크리트 구조물의 시공공법은 일면이 요철면으로 된 합성수지(폴리에티렌) 판넬을 기초슬래브위에 구조물의 형태대로 설치한 다음 콘크리트를 타설, 양생시킨후, 구조물 내면을 이루는 벽체판넬자체를 구조물 내면으로 사용하도록, 판넬 요철부를 벽체철근 및 콘크리트에 결속 매입시켜 떼어내지 않고 합성수지의 평활한면이 오

Figure kpo00012
폐수의 부식성 화학성분에 의한 구조물의 부식을 방지함과 수밀성의 효과를 높이고, 구조물의 벽체 외면의 판넬은 떼어내어 콘크리트 구조물을 형성하도록 하는 공정으로 되는 것으로서, 이하 본 발명의 실시예를 나타낸 도면에 따라 상세히 설명한다.The construction method of the watertight concrete structure using the panel used as an internal construction material serving as the formwork that provides the object described in accordance with the present invention is a synthetic resin (polystyrene) panel of one side uneven surface as the shape of the structure on the base slab After installation, concrete is poured and cured, so that the wall panel itself, which forms the inner surface of the structure, is used as the inner surface of the structure.
Figure kpo00012
In order to prevent the corrosion of the structure by the corrosive chemical composition of the waste water and to increase the watertightness effect, and to remove the panel of the outer wall of the structure to form a concrete structure, as shown in the drawings showing an embodiment of the present invention This will be described in detail.

제1도는 본 발명 시공 공법에 사용되는 판넬의 사시도.1 is a perspective view of a panel used in the construction method of the present invention.

제2도는 제1도의 판넬로 기초슬래브 위에 설치되는 벽체 거푸집의 횡단면도.2 is a cross-sectional view of the wall formwork installed on the foundation slab with the panel of FIG.

제3도는 제1도의 판넬로 기초슬래브 위에 원형구조물의 거푸집을 설치한 종단면도.3 is a longitudinal sectional view in which the formwork of a circular structure is installed on the foundation slab by the panel of FIG.

제4도는 본 발명 시공 공법으로 원형구조물을 완성한 상태의 종단면도.Figure 4 is a longitudinal cross-sectional view of a state in which the circular structure is completed by the construction method of the present invention.

* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings

10 : 판넬 11 : 중공돌출줄기10 panel 11 hollow protrusion stem

12 : 요철면 13 : 평활면12: uneven surface 13: smooth surface

14 : 삽착공 20 : 요철부철띠14: insertion hole 20: uneven metal band

22 : 주철근 23 : 배력철근22: main reinforcing bar 23: power reinforcing bar

26 : 관 27 : 폼타이핀26: tube 27: foam tie pin

30 : 기초슬래브 40 : 거푸집30: foundation slab 40: formwork

50 : 바닥 60 : 원형구조물50: floor 60: circular structure

제1도는 본 발명에서 이용되는 폴리에티렌 재질로 된 판넬의 사시도이고, 제2도는 상기 제1도의 판넬로 기초슬래브 위에 구조물의 벽체를 형성하기 위한 거푸집의 일부 횡단면도이며, 제3도는 제1도의 판넬로 기초슬래브 위에 콘크리트를 타설하기 위하여 형성시킨 거푸집의 종단면도이고, 제4도는 제3도의 A-A선 단면도이며, 제5도는 본 발명의 시공 공법으로 축조된 구조물의 종단면도로서, 이를 참조하여 보면, 도면중 부호10은 폴리에티렌 재질로된 판넬을 표시한 것이고, 상기 판넬(10)은 그 일면은 중공돌출줄기(11)를 다수형성한 요철면(12)으로 하고, 타면은 평활면(13)으로 형성하여 상기 중공돌출줄기(11)에 의하여 탄성과 굴신작용을 갖도록 한 것이고, 상기 중공돌출돌기(11)에 길이방향으로 다수의 구멍(14)을 뚫고, 폭이 좁고 길이가 긴 철띠(20)에 리베트공(20a)과 폼타이핀공(20b)을 다수 천공시켜 철띠(20)를 요철면(12)에 폭 방향으로 대접한 다음 일치되는 구멍(14)과 리베트공(20a)에 리베트(201)을 끼워 철띠(20)를 요철면(12)에 고정하게 되는 것이며, 이러한 철띠(20) 연결 작업 과정에서 철띠(20)를 곧은 상태로 연결하면 판넬(10)은 평판형으로 구형의 구조물 축조용 거푸집으로 사용하게 되는 것이고, 또는 철띠(20)를 반호형으로 만곡시켜 연결하면 판넬(10)이 따라서 만곡형으로 되어 이 만곡형 판넬(10)로 원형 구조물의 거푸집으로 사용하게 되는 것이다.1 is a perspective view of a panel made of polystyrene material used in the present invention, Figure 2 is a partial cross-sectional view of the formwork for forming the wall of the structure on the foundation slab with the panel of Figure 1, Figure 3 is a Longitudinal sectional view of the formwork formed for placing concrete on the foundation slab with a panel, FIG. 4 is a cross-sectional view taken along line AA of FIG. 3, and FIG. 5 is a longitudinal sectional view of a structure constructed by the construction method of the present invention. In the drawing, reference numeral 10 denotes a panel made of polystyrene material, and the panel 10 has one surface thereof as an uneven surface 12 having a plurality of hollow protrusion stems 11, and the other surface thereof as a smooth surface ( 13) is formed to have elasticity and stretching action by the hollow protrusion stem 11, and drills a plurality of holes 14 in the longitudinal direction in the hollow protrusion 11, a narrow and long iron band Lee on 20 A plurality of drill holes 20a and foam tie pin holes 20b are drilled to weld the metal strip 20 to the uneven surface 12 in the width direction, and then the rivet 201 is inserted into the matching holes 14 and the rivet holes 20a. When the iron strip 20 is fixed to the uneven surface 12, and the iron strip 20 is connected in a straight state in the process of connecting the iron strip 20, the panel 10 is a flat form for forming a spherical structure. If the bent or connected to the metal strip 20 in a semi-circular shape is to be used as a formwork of the circular structure as the panel 10 is bent according to the curved panel (10).

본 발명에서는 오

Figure kpo00013
폐수처리장의 원형구조물 시공이 난이하므로 원형구조물의 시공공법으로 설명한다.In the present invention,
Figure kpo00013
Since the construction of the circular structure of the wastewater treatment plant is difficult, the construction method of the circular structure will be described.

상기 만곡된 판넬(10) 다수로 지면에 콘크리트로 양생시킨 기초슬래브(30) 위에 거푸집(40)을 설치하는데, 그 설치과정은 기초슬래프(30)의 모양이 구조물의 형에 따라 정해지며 여기에서는 원형구조물이므로, 기초슬래브(30)를 원판형으로 양생시키며, 상기 기초슬래브(30)가 양생되기 전에 제1도에 표현된 평판상의 판넬(10)을 원판형으로 절단하고 철띠(20)에 꽂임철봉(21) 다수를 직각 방향으로 결속시켜 판넬(10)의 평활면(13)이 상면으로 되게하여 양생되지 않은 기초슬래브(30)위에 얹은 다음 압력을 가하여 상기 판넬요철부 철근과 꽂임철봉(21)들이 기초슬래브(30) 속으로 파고들어 양생된 후에는 기초슬래브(30) 위의 판넬(10)이 고정설치되어 구조물의 바닥(50)을 이루게 되는 것이다.The formwork 40 is installed on the foundation slab 30 cured with concrete to the ground with a plurality of curved panels 10, the installation process of which the shape of the foundation slab 30 is determined according to the type of the structure here Since it is a circular structure, the foundation slab 30 is cured in a disc shape, and before the foundation slab 30 is cured, the plate-shaped panel 10 represented in FIG. A plurality of mounting bars 21 are bound in a right angle so that the smooth surface 13 of the panel 10 becomes an upper surface, placed on an uncured foundation slab 30, and then the pressure is applied to the panel reinforcing bars and the mounting bars ( After the 21 is dug into the foundation slab and cured, the panel 10 on the foundation slab 30 is fixed to form the bottom 50 of the structure.

이후, 상기한 거푸집(40)을 바닥(50)을 이루는 원판형 판넬(10) 둘레에 만곡형 판넬(10) 수개를 원통형으로 세운 다음 그 외곽에 다수의 주철근(22)를 기초 슬래브(30)를 기반으로 기립시킨후, 상기 주철근(22)을 이용하여 배력철근(23)을 2줄로 가설하고, 이 배력철근(23)간에 결속철근(24) 다수를 연결하며, 또, 외향의 배력철근(23) 상기 판넬(10)의 철띠(20)간에 일정간격으로 다수의 연결철근(25)을 결속시키며, 이후 외향측 배력철근(23)과 외부로 만곡형 판넬(10)을 세우는데 상기 외측판넬(10)은 그 평활면(13)이 내측으로 향하고 요철면(12)은 외측으로 향하도록 하여 외측 판넬(10)과 내측 판넬(10) 사이에 합성수지로된 다수개의 관(26)을 일정간격으로 대접시켜 내외측 판넬(10)의 철띠(20)에 천공된 폼타이핀공(20b)과 상기 관(26)을 통하여 폼타이핀(27)을 끼운다음 너트를 채워 콘크리트 타설시 내외측 판넬(10)의 벌어짐을 방지하여 벽체 거푸집(40)을 설치하게 되는 것이며, 또, 상기 거푸집(40)을 형성함에 있어서, 내측 판넬(10) 상단에는 합판을 재단하여서 되는 합판거푸집을 못으로 고정시켜 변형을 방지하고, 외측판넬(10)은 상,하단에 합판거푸집을 못으로 고정시켜 변형됨을 방지하도록 한다.Subsequently, a plurality of curved panels 10 are formed in a cylindrical shape around the disk-shaped panel 10 constituting the bottom 50, and then a plurality of cast irons 22 are formed on the outer side of the foundation slab 30. After standing on the basis of the above, the reinforcement reinforcement (23) using the main reinforcing bars (22) is hypothesized by two lines, connecting the plurality of binding reinforcement (24) between the reinforcing reinforcing bars (23), and outgoing reinforcement ( 23) The plurality of connecting reinforcing bars 25 are bound at regular intervals between the metal strips 20 of the panel 10, and then the outward side reinforcing bar 23 and the outside of the curved panel 10 to erect the outer panel 10, the smooth surface 13 faces inward and the uneven surface 12 faces outward so that a plurality of pipes 26 made of synthetic resin are spaced apart between the outer panel 10 and the inner panel 10 at regular intervals. The foam tie pins (27) through the form tie pin holes (20b) and the tube (26) perforated in the iron strip (20) of the inner and outer panels (10), and then insert the nuts. When filling the concrete to prevent the opening of the inner and outer panels 10 to install the wall formwork 40, and, in forming the formwork 40, the inner panel 10 by cutting the plywood to the top The plywood dies are fixed with nails to prevent deformation, and the outer panel 10 is fixed to the plywood dies with nails at the top and bottom to prevent deformation.

이상과 같이 기초슬래브(30) 위에 가설된 거푸집(40)에 콘크리트를 타설 양생후에는 폼타이핀(27)의 너트를 풀어 외측판넬(10)을 제거하면 제5도에서 보이는 원형구조물(60)이 형성되며, 상기 원형구조물(6)의 내면은 벽체의 내면측 판넬(10)은 요철부철띠(20)와, 배력철근(23), 주철근(22), 연결철근(25) 및 결속철근(24)에 의하여 콘크리트와의 이완성이 없이 결속일체가 되는 것이고, 상기 원형구조물(6)의 내면은 전체적으로 판넬(10)의 평활면(13)으로 되는 것이다.As described above, after pouring concrete into the formwork 40 laid on the foundation slab 30, by removing the outer panel 10 by releasing the nut of the form tie pin 27, the circular structure 60 shown in FIG. Is formed, the inner surface of the circular structure (6) is the inner surface side panel 10 of the wall is an uneven steel strip 20, the reinforcement bar 23, the main reinforcing bar 22, the connecting bar 25 and the binding bar ( 24) is to be a solid body without loosening with the concrete, the inner surface of the circular structure 6 is to be a smooth surface 13 of the panel 10 as a whole.

이후에는 바닥(50)의 판넬(10) 및 벽체의 판넬(10) 사이의 틈 또는 벽체를 형성하기 위한 벽체 판넬(10) 끼리의 사이틈은 용해시킨 폴리에티렌으로 용접하여 수밀성을 갖도록 하여 원형 콘크리트구조물을 시공하게 되는 것이다.Thereafter, the gap between the panel 10 of the floor 50 and the panel 10 of the wall or the gap between the wall panels 10 to form a wall is welded with dissolved polystyrene to have watertightness and a circular shape. It is to construct a concrete structure.

이상과 같이 본 발명은 판넬(10)을 이용한 거푸집(40)으로 축조하게 되어 종래 목재거푸집으로 시공하는 것보다는 거푸집 설치작업의 공정이 빠르고, 구조물의 내면이 폴리에티렌 재질의 판넬(10)로 수밀성을 갖도록 시공되는 것이어서, 오

Figure kpo00014
폐수에 함유된 부식성화학성분을 상기 판넬(10)에 의하여 벽체 콘크리트와는 차단되어 결국 부식성화학 성분으로 인한 구조물의 벽체 부식 및 손상이 일어나지 않고 반영구적으로 사용하게 되는 수명을 갖게 되는 것이고, 폼타이핀(27)을 내외측 판넬(10)을 관통시키지 않고 내측판넬(10)의 철띠(27)와 외측판넬(10)의 철띠(27) 사이에 연결시켜 구조물의 형을 유지하도록 한 것이므로 내측판넬(10)에 폼타이핀(27) 연결용 구멍이 없이 구조물이 완성되는 것이므로 내측판넬(10)과 바닥판넬(10)의 틈만 폴리에티렌 가열 용접으로 밀폐시키도록 된 것이므로, 구조물 완성후 틈새 밀폐 작업도 매우 간편하게 된 작용, 효과를 나타내는 것이다.As described above, the present invention is constructed by the formwork 40 using the panel 10, so that the process of installing the formwork is faster than constructing the conventional wood formwork, and the inner surface of the structure is made of the panel 10 made of polystyrene. Is constructed to have watertightness, oh
Figure kpo00014
The corrosive chemical component contained in the waste water is blocked from the wall concrete by the panel 10, and thus has a lifespan that is used semi-permanently without causing corrosion and damage to the wall of the structure due to the corrosive chemical component. The inner panel (27) is connected between the metal strip 27 of the inner panel 10 and the metal strip 27 of the outer panel 10 without penetrating the inner and outer panels 10, so the inner panel ( 10) Since the structure is completed without the hole for connecting the form tie pin 27, only the gap between the inner panel 10 and the bottom panel 10 is to be sealed by polystyrene heating welding, so the gap sealing work after the completion of the structure It is also very easy to show the effect.

Claims (1)

일면이 다수의 중공 돌출줄기에 의하여서 되는 요철면으로 되게 하고 타면은 평활면으로된 폴리에티렌 재질의 판넬의 요철면에 리베트로 수개의 철띠를 연결하고, 상기의 판넬중 바닥으로 사용되는 판넬의 요철면에 다수의 꽂임봉을 직각방향으로 연결하여서된 판넬을 양생되기 이전의 기초슬래브 위에 얹어 요철면과 꽂임봉이 매립되게 바닥 판넬을 기초슬래브 상면에 압착시켜 구조물의 바닥으로 시공함고, 상기 바닥판넬 둘레에 상기한 다른 판넬 중 그 평활면이 구조물의 내면이 되게 기립시키고, 기립된 판넬외부에 다수의 주철근을 입설하여 여기에 배력철근을 가설하며, 배력철근과 철띠간에 결속용 철근을 연결후 다른 판넬을 가설된 철근 외방에 입설하여 외측판넬과 내측판넬 사이에 수개의 관으로 폼타이핀을 연결시켜 기초슬래브 위에 거푸집을 설치하고, 상기 거푸집에 콘크리트를 타설하여 양생시킨후, 폼타이핀 나사를 풀어 외측판넬을 제거한후, 내측판넬과 판넬 사이의 틈을 폴리에티렌 용해액으로 용접시켜 수밀성을 갖도록 하는 과정으로 되는 거푸집을 겸한 내면시공재로 사용되는 판넬을 이용한 수밀성 콘크리트 구조물의 시공공법.One side is to be an uneven surface made by a plurality of hollow protrusions, and the other side is connected to several uneven surfaces of rivets on the uneven surface of the polystyrene panel made of smooth surfaces, and the panel used as the bottom of the panel The panel is mounted on the foundation slab before curing by connecting a plurality of rods at right angles to the uneven surface of the plate. Among the other panels mentioned above around the panel, the smooth surface is raised to be the inner surface of the structure, and a plurality of main reinforcing bars are placed on the outside of the standing panel to install the reinforcing bars, and the binding reinforcing bar is connected between the reinforcing bars and the steel strip. Another panel is placed on the outside of the installed reinforcing bar, and the form tie pins are connected between the outer panel and the inner panel with several pipes and placed on the foundation slab. After installing the mold and curing the form by pouring concrete, remove the outer panel by unscrewing the foam tiepin screw, and then weld the gap between the inner panel and the panel with a polystyrene melt to have watertightness. Construction method of watertight concrete structure using panel used as internal construction material which also serves as formwork.
KR1019970028604A 1997-06-28 1997-06-28 Method for building a waterproof construction KR100218175B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1019970028604A KR100218175B1 (en) 1997-06-28 1997-06-28 Method for building a waterproof construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1019970028604A KR100218175B1 (en) 1997-06-28 1997-06-28 Method for building a waterproof construction

Publications (2)

Publication Number Publication Date
KR970062227A KR970062227A (en) 1997-09-12
KR100218175B1 true KR100218175B1 (en) 1999-09-01

Family

ID=19511991

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1019970028604A KR100218175B1 (en) 1997-06-28 1997-06-28 Method for building a waterproof construction

Country Status (1)

Country Link
KR (1) KR100218175B1 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111877741A (en) * 2020-07-13 2020-11-03 中交第四航务工程局有限公司 Template for placing embedded steel bars and construction method thereof

Also Published As

Publication number Publication date
KR970062227A (en) 1997-09-12

Similar Documents

Publication Publication Date Title
CN110761322B (en) Cast-in-place pipe gallery side wall horizontal construction joint reinforcing structure and construction method thereof
KR101281070B1 (en) Wall structure for the water-storage tank and its constructing method
CN113605770A (en) Prefabricated assembly type concrete pool wallboard structure and construction method thereof
US3016546A (en) Method of manufacturing a swimming pool and the article
KR100406084B1 (en) Enclosure wall body of water source and sewage disposal plant and construction method thereof
KR100218175B1 (en) Method for building a waterproof construction
KR100194071B1 (en) Construction Method of Watertight Concrete Structure Using Synthetic Resin Panel with Uneven Surface
KR100419302B1 (en) Coupling structure of manhole for power lines manufactured by using precast concrete
KR200469296Y1 (en) Coating structure for water tank
CN215978692U (en) Prefabricated assembled concrete pond wallboard structure
KR200239483Y1 (en) concrete pipe
CN113585223A (en) Construction method of barrel-type PVC concrete cast-in-place pile in saturated saline soil area
KR100652191B1 (en) A form and method for manufacturing water tank
KR200314981Y1 (en) Materials for repairing and reinforcing the surface of concrete structures
KR100518463B1 (en) Connect equipment of concrete pipe
CN215925943U (en) Precast pile prevention of seepage stagnant water structure
JP4061282B2 (en) Manhole interior material and manhole using the same
CN111270708B (en) Sump leakage plugging device and sump leakage plugging method
KR920009741B1 (en) Form and making method of manhole
KR100839170B1 (en) Water tank of concrete inner wall assembly type and construction method of using the same
JP2005290711A (en) Wall form structure of reinforced concrete building
JPH0649971A (en) Noncorrosion method of concrete floor surface and wall surface and precast plate with anchor used therefor
JP2801379B2 (en) Underground wall spring treatment structure
JP3004205U (en) Members for welded joints
JP3776254B2 (en) Water-stop structure at the bottom end of sweeping sash in structure and its construction method

Legal Events

Date Code Title Description
A201 Request for examination
G15R Request for early opening
E701 Decision to grant or registration of patent right
GRNT Written decision to grant
FPAY Annual fee payment

Payment date: 20130516

Year of fee payment: 15

FPAY Annual fee payment

Payment date: 20140513

Year of fee payment: 16

FPAY Annual fee payment

Payment date: 20150528

Year of fee payment: 17

FPAY Annual fee payment

Payment date: 20160520

Year of fee payment: 18

FPAY Annual fee payment

Payment date: 20170519

Year of fee payment: 19

EXPY Expiration of term