KR101286851B1 - The removal method of form freezing - Google Patents

The removal method of form freezing Download PDF

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Publication number
KR101286851B1
KR101286851B1 KR1020120061751A KR20120061751A KR101286851B1 KR 101286851 B1 KR101286851 B1 KR 101286851B1 KR 1020120061751 A KR1020120061751 A KR 1020120061751A KR 20120061751 A KR20120061751 A KR 20120061751A KR 101286851 B1 KR101286851 B1 KR 101286851B1
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South Korea
Prior art keywords
formwork
high pressure
pressure boiler
freezing
mold
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KR1020120061751A
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Korean (ko)
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이범수
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서보산업 주식회사
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    • 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
    • E04G19/00Auxiliary treatment of forms, e.g. dismantling; Cleaning devices
    • E04G19/003Arrangements for stabilising the forms or for moving the forms from one place to another
    • 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
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/24Safety or protective measures preventing damage to building parts or finishing work during construction
    • E04G21/246Safety or protective measures preventing damage to building parts or finishing work during construction specially adapted for curing concrete in situ, e.g. by covering it with protective sheets
    • 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
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/24Safety or protective measures preventing damage to building parts or finishing work during construction
    • E04G21/28Safety or protective measures preventing damage to building parts or finishing work during construction against unfavourable weather influence
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F22STEAM GENERATION
    • F22BMETHODS OF STEAM GENERATION; STEAM BOILERS
    • F22B1/00Methods of steam generation characterised by form of heating method

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

PURPOSE: A mold freezing removing method is provided to remove freezing generated on a mold or a surface of a reinforcing bar arranged on the mold due to low temperature by injecting vapor. CONSTITUTION: A high pressure boiler (20), an oil tank (60), make-up water (40), and a pump are fixed in a meshed casing (10). The meshed casing is lifted by a crane and is arranged by being closely located to the frozen mold. An opening door (10a) of the meshed casing is opened so that the high pressure boiler is individually connected to a connection hose, a hose connection divergence unit, and a trigger sprayer. A power source is turned on in order to drive the high pressure boiler and the pump. A water supply valve and a spray valve are opened, and each valve is operated in order to supply the make-up water to the high pressure boiler. The trigger spray is closely attached to a frozen part of the surface of the mold and a reinforcing bar and removes the freezing by spraying the vapor. The mold and the reinforcing bar are wrapped by a heat insulating material in order to keep warm. Concrete is place on the mold after the heat insulation material of the mold and the reinforcing bar are removed, and the concrete is cured by wrapping the concrete with a curing fabric and blocking external air.

Description

거푸집 결빙 제거방법{The Removal Method Of Form Freezing}The Removal Method Of Form Freezing

본 발명은 거푸집 결빙 제거방법에 관한 것으로서, 상세하게는 동절기에 건물 축조시, 저온으로 인하여 거푸집에 발생하는 결빙을 증기로 녹여 제거함으로써 콘크리트 타설이 가능하도록 한 거푸집 결빙 제거방법에 관한 것이다.
The present invention relates to a method for removing form freezing, and more particularly, to a form freezing removing method that enables concrete pouring by melting and removing freezing generated in formwork due to low temperature during building construction in winter.

종래에는 일반적으로 건물 축조에 요구되는 거푸집 내에 콘크리트를 타설하여 건물 축조를 이루고 있으나, 특히 동절기에는 기후의 하강으로 인하여 거푸집 및 거푸집에 배근된 철근 표면에 발생하는 빙설 문제점에 의해 빙설을 제거하지 않은 채 콘크리트를 바로 타설하게 되면 콘크리트의 충분한 내구성 및 수밀성을 기대하기 어렵다.Conventionally, concrete is built by placing concrete in formwork required for building construction, but especially in winter, without removing snow from snow due to the problem of reinforcing steel reinforced to formwork and formwork due to the fall of the climate. When concrete is poured directly, it is difficult to expect sufficient durability and watertightness of concrete.

따라서 이러한 상기 문제점을 해소하고자 거푸집 및 거푸집에 배근된 철근 표면에 발생한 빙설을 제거함에 있어 보편적으로 동결방지제를 사용하여 빙설을 용융하여 제거하고 있다.Therefore, in order to solve the above problems, in removing the ice snow generated on the formwork and the surface of the reinforcing steel reinforcement to the formwork, the ice snow is generally melted and removed using a cryoprotectant.

일례로, 동결방지제로서 익히 널리 사용되는 화학물질인 염화칼슘을 사용하여 빙설을 제거하지만, 철근과 같은 철 재질에는 강재부식을 초래하는 문제점이 있고 마찰력을 높이기 위하여 모래를 사용하기도 하나 모래를 과다히 사용하면 콘크리트 강도의 발현이 지연될 수 있어 구조물의 붕괴 가능성도 커진다.For example, calcium chloride, a widely used chemical used as a cryoprotectant, is used to remove ice snow.However, iron materials such as rebar have problems of steel corrosion and sand is used to increase friction, but sand is excessively used. This can delay the development of concrete strength, increasing the probability of collapse of the structure.

또한, 거푸집 또는 거푸집에 배근되어 조립된 철근에 눈이나 결빙이 있을 경우 토치 등을 이용하여 가열함으로써 빙설을 제거하게 되는데 이때에는 거푸집이나 철근이 지나치게 건조될 수 있어 적정한 콘크리트 타설 조건에 맞지 않을뿐더러 건축법에서도 화재예방 차원에서 화염을 사용하는 것을 극히 제한하고 있는 실정이라 법규를 위배하면서까지 사용하기에는 현실적으로 무리가 있다.In addition, if there is snow or freezing in the reinforcing bars assembled into the formwork or formwork, the snow or ice is removed by heating with a torch. In Korea, the use of flames is extremely limited in terms of fire prevention, so it is practically impossible to use them even in violation of regulations.

또한, 빙설 제거를 위하여 물로 녹이는 경우가 있는데 이때에는 하중이 증가하여 붕괴 위험 요인으로 작용할 우려가 크다.In addition, there is a case in which it is dissolved in water to remove the ice snow, at this time there is a high risk that the load increases and acts as a risk of collapse.

동절기에는 추운 날씨로 인해 지반 내부 공극수가 쉽게 동결팽창되는데. 이런 현상은 지반의 변형이나 붕괴를 불러온다. 특히 변형이 심해 지반이 침하되면 해당 지반 위에 설치된 가설구조물 및 거푸집 동바리가 붕괴될 우려도 커진다.In winter, due to cold weather, the voids in the ground easily freeze and expand. This phenomenon causes ground deformation or collapse. In particular, when the ground is submerged due to the deformation, the possibility of collapse of temporary structures and formwork groups installed on the ground is increased.

상기와 같은 방법으로 빙설을 제거하다 보면 타설된 콘크리트에 여러 가지의 하자(균열, 건조수축, 파손) 발생이 당연시되고 있다.When removing ice snow in the same way as described above, various defects (cracking, drying shrinkage, breakage) occur in the cast concrete is taken for granted.

따라서, 상기 상술된 바와 같은 문제점을 해소하고자, 결빙방지를 위하여 융설액을 분사하도록 한 등록특허 제10-687210호(특허문헌 1)가 안출된 바 있으나, 여전히 융설액 또한 화학물질이라 타설된 콘크리트와 반응하여 문제점을 유발토록 하며 상기 특허문헌 1과 다른 방식인 거푸집의 내부에 융설 및 융빙하는 전기전열선(220)을 배치하여 이용한 기술인 등록특허 제10-763416호(특허문헌 2) 및 등록특허 제10-763419호(특허문헌 3)가 제시된바 있으나, 이 기술들 또한 합선으로 인한 화재 발생과 작업자의 작업과정에서 감전사고로 이어질 수 있는 문제점을 갖게 되어 기술적 한계가 있다.
Therefore, in order to solve the problems as described above, there is a registration Patent No. 10-687210 (Patent Document 1) to spray the snow melt to prevent freezing, but still the snow melt concrete is poured And Patent Nos. 10-763416 (Patent Document 2) and registered patents, which are used to arrange and cause problems by reacting with and disposing the electric heating wire 220 that melts and melts inside the formwork, which is different from Patent Document 1. Although No. 10-763419 (Patent Document 3) has been presented, these technologies also have a problem that can lead to a fire caused by a short circuit and an electric shock accident in the worker's work process, there is a technical limitation.

특허문헌 1 등록특허 제10-687210호Patent Document 1 Registration No. 10-687210 특허문헌 2 등록특허 제10-763416호Patent Document 2 Registration No. 10-763416 특허문헌 3 등록특허 제10-763419호Patent Document 3 Registration No. 10-763419

전술된 문제점을 해소함에 있어 본 발명에 의한 거푸집 결빙 제거방법은, 건물축조에 요구되는 거푸집 및 상기 거푸집에 배근된 철근에 발생하는 눈이나 얼음의 결빙을 고압보일러를 이용한 증기로 융설 또는 융빙함으로써 콘크리트 타설에 알맞은 요건을 제공하고자 함에 목적이 있다.In solving the above-mentioned problems, the form freezing removing method according to the present invention, the concrete required by melting the snow or ice generated in the formwork required for building construction and the reinforcing steel reinforcement to the form by melting or melting with steam using a high-pressure boiler The purpose is to provide the appropriate requirements for casting.

또한, 증기로 융설 또는 융빙함으로써 타설된 콘크리트에서 발생할 수 있는 하자(균열, 건조수축, 파손)를 줄이고자 함에 목적이 있다.In addition, the purpose is to reduce the defects (cracking, drying shrinkage, breakage) that can occur in the poured concrete by melting or melting with steam.

아울러, 건축법에 규정된 화재 발생에 기인하는 가열과 같은 방식을 사용하지 않아 화재 위험을 방지하면서 건축법 규정을 준수하고자 함에 목적이 있다.
In addition, the purpose is to comply with the building code regulations while avoiding the risk of fire by not using the same method as heating due to the occurrence of fire specified in the building code.

전술된 목적을 달성하고자 함에 따른 본 발명의 거푸집 결빙 제거방법은,Formwork freezing removal method of the present invention to achieve the above object,

고압보일러, 펌프, 보충수, 오일탱크를 망사형케이싱 내부에 고정설치하는 제1단계와;A first step of fixing the high pressure boiler, the pump, the replenishment water, and the oil tank inside the mesh casing;

상기 망사형케이싱을 기중기로 인양하여 결빙된 거푸집에 근접배치하는 제2단계와;A second step of lifting the mesh casing with a crane and placing the mesh casing close to the frozen formwork;

상기 망사형케이싱의 개폐문을 열어 고압보일러에 연결호스, 호스연결분기구, 방아쇠분사기를 각각 연결설치하는 제3단계와;A third step of opening and closing the opening and closing door of the mesh casing to connect and install a connection hose, a hose connection mechanism, and a trigger sprayer to the high pressure boiler;

고압보일러 및 펌프가 운전될 수 있게 전원을 ON 시키고, 고압보일러의 급수밸브 및 분출밸브를 열어 보충수의 물이 고압보일러에 공급 분출되게 각 밸브를 조작 세팅하는 제4단계와;A fourth step of turning on the power so that the high pressure boiler and the pump can be operated, and opening and setting the water supply valve and the discharge valve of the high pressure boiler to operate and set the respective valves so that the water of supplemental water is supplied to the high pressure boiler;

거푸집 또는 철근 표면부에 발생한 결빙 부위에 방아쇠분사기를 근접되게 하여 증기를 분사하면서 결빙을 녹여 제거하는 제5단계와;A fifth step of bringing the trigger sprayer into close proximity to the freezing portion generated in the formwork or the rebar surface to melt and remove the freezing while spraying steam;

결빙 제거된 거푸집 또는 철근에 분사된 증기가 응고되어 다시 결빙되는 것을 방지하기 위하여 거푸집 또는 철근을 보온재로 감싸 보온을 유지하도록 하는 제6단계와;A sixth step of maintaining the insulation by wrapping the formwork or reinforcement with insulation to prevent freezing of steam injected into the formwork or reinforcing steel which is removed from being frozen;

거푸집 또는 철근에 보온재를 제거한 후 거푸집에 콘크리트를 타설하여 양생포로 감싸 외기를 차단한 채 보온을 유지하며 콘크리트 양생을 이루게 하는 제7단계를; 포함하여 이루어지는 것을 특징으로 한다.
Removing the thermal insulation material in the formwork or reinforcing bars, and then placing concrete in the formwork to surround the curing cloth to keep warm while blocking external air to achieve concrete curing; It is characterized by comprising.

또한, 상기 제3단계에서 고압보일러의 분출관에 연결되는 연결호스, 호스연결분기구, 방아쇠분사기는, 어댑터의 연결로 각각 서로 연결됨을 특징으로 한다.
In addition, in the third step, the connection hose, hose connection branch mechanism, the trigger sprayer connected to the ejection pipe of the high pressure boiler, characterized in that connected to each other by the connection of the adapter.

또한, 상기 제3단계에서 호스연결분기구는, 분출구가 2개로 이루어진 Y형 호스연결분기구 또는 이 이상의 분출구 갯수를 갖는 호스연결분기구를 이용하고, 증기분사 수단으로서 방아쇠분사기를 이용함을 특징으로 한다.
In addition, in the third step, the hose connection nozzle mechanism uses a Y-type hose connection nozzle mechanism having two jet ports or a hose connection jet mechanism having more than the number of jet nozzles, and uses a trigger jet as a steam injection means. do.

또한, 제4단계에서 급수밸브로서는 급수체크밸브와 급수스톱밸브를 병용하되, 급수스톱밸브를 고압보일러 쪽에 급수체크밸브를 펌프 쪽에 설치하여 급수 속의 불순물(이물질) 끼임으로 인한 급수체크밸브의 수리가능한 작업이 부가됨을 특징으로 한다.
In addition, in the fourth step, the water supply check valve and the water supply stop valve are used together, but the water supply stop valve is installed on the high pressure boiler side and the water supply check valve is installed on the pump side to repair the water supply check valve due to the trapped impurities in the water supply. The task is added.

상술된 바와 같이, 본 발명의 거푸집 결빙 제거방법은, 건축 축조에 요구되는 거푸집 및 상기 거푸집에 배근된 철근의 표면부에 발생하는 눈 또는 얼음의 결빙을 증기로 제거함으로써 동절기에도 콘크리트 타설을 이룰 수 있는 효과가 있다.As described above, the form freezing removal method of the present invention can achieve concrete pouring even in winter by removing the freezing of snow or ice generated in the surface portion of the formwork and the reinforcing bar reinforced to the formwork with steam. It has an effect.

또한, 눈 또는 얼음의 결빙부를 증기로 제거함에 따라 타설된 콘크리트에서 발생할 수 있는 하자(균열, 건조수축, 파손)를 줄여 콘크리트의 충분한 내구성 유지 및 강성을 가질 수 있는 효과가 있다.In addition, by removing the freezing portion of the snow or ice with steam there is an effect that can reduce the defects (cracking, drying shrinkage, breakage) that can occur in the poured concrete to maintain sufficient durability and rigidity of the concrete.

아울러, 건축법에서 규정한 화재 위험을 갖는 가열과 같은 방법을 사용하지 않아 건축법을 준수하며 콘크리트 타설 직전의 콘크리트 타설에 맞는 환경을 제공할 수 있는 효과가 있다.
In addition, it does not use a method such as heating having a fire risk prescribed in the Building Act, thereby complying with the Building Code and providing an environment suitable for concrete placement immediately before concrete placement.

도 1은 본 발명의 거푸집 결빙 제거방법에 따른 케이싱 내 고압보일러 및 보충수의 고정설치도.
도 2는 본 발명의 거푸집 결빙 제거방법에 따른 케이싱을 결빙된 거푸집에 기중기로 인양하는 이송도.
도 3은 본 발명의 거푸집 결빙 제거방법에 따른 케이싱 내의 고압보일러에 연결호스, 호스연결분기구, 방아쇠 분사기의 연결 설치도.
도 4는 본 발명의 거푸집 결빙 제거방법에 따른 고압보일러의 각 밸브를 조작하는 세팅도.
도 5는 본 발명의 거푸집 결빙 제거방법에 따른 거푸집 결빙을 용융하는 증기 분사도.
도 6은 본 발명의 거푸집 결빙 제거방법에 따른 결빙 제거한 거푸집 철근에 보온재 피복도.
도 7은 본 발명의 거푸집 결빙 제거방법에 따른 결빙 제거한 거푸집에 콘크리트 타설 상태도.
1 is a fixed installation of the high-pressure boiler and the supplementary water in the casing according to the method for removing the form freezing of the present invention.
Figure 2 is a transfer diagram for lifting the casing to the frozen formwork with a crane according to the formwork freezing removal method of the present invention.
Figure 3 is a connection installation of the hose, hose connection mechanism, the trigger injector to the high pressure boiler in the casing according to the method of eliminating the form freezing of the present invention.
Figure 4 is a setting diagram for manipulating each valve of the high pressure boiler according to the die freezing method of the present invention.
5 is a steam injection diagram for melting the die freezing according to the method of removing the form freezing of the present invention.
Figure 6 is a thermal insulation coating to the freezing formwork reinforcement according to the formwork freezing removal method of the present invention.
Figure 7 is a concrete pouring state in the formwork removed formwork according to the method of eliminating the formwork of the present invention.

본 발명에 의한 거푸집 결빙 제거방법은, 동절기에 건축 축조를 위하여 구비되는 거푸집 및 상기 거푸집에 배근된 철근에 눈이나 얼음의 결빙으로 인한 콘크리트 타설의 애로 사항을 해결하고자 증기로 결빙을 제거하여 콘크리트 타설에 적합한 환경을 제공하여 타설된 콘크리트의 내구성 및 강성을 유지하도록 함을 특징으로 한다.The method for removing form freezing according to the present invention, in order to solve the problems of concrete placing caused by the freezing of snow or ice on the formwork and the reinforcing bar in the formwork in winter to remove the freezing with steam concrete It provides a suitable environment to maintain the durability and rigidity of the poured concrete.

이하 첨부된 도면을 참고로 하여 상세히 설명한다.Hereinafter, with reference to the accompanying drawings will be described in detail.

(S1) 케이싱 내 고압보일러 및 보충수와 오일탱크의 고정설치.(S1) Fixed installation of high pressure boiler and refill water and oil tank in casing.

도 1에 도시된 바와 같이, 고압보일러(20)와 상기 고압보일러(20)에 연소성 물질인 오일을 공급하는 오일탱크(60)와 상기 고압보일러(20)에 물을 공급하는 보충수(40)와 상기 보충수(40)의 물을 고압보일러(20)에 공급하기 위한 펌프(30)를 망사형케이싱(10) 내부에 고정설치함에 있어 프레임(11) 상단에 설치된 지지판(12)에 볼트 및 용접에 의한 결합고정을 이루게 한다.
As shown in FIG. 1, an oil tank 60 for supplying oil as a combustible material to the high pressure boiler 20 and the high pressure boiler 20 and supplemental water 40 for supplying water to the high pressure boiler 20. And a pump 30 for supplying the water of the supplemental water 40 to the high pressure boiler 20 in the mesh type casing 10, the bolt 30 and the support plate 12 installed on the top of the frame 11. The joining fixation by welding is achieved.

(S2) 기중기로 망사형케이싱을 결빙된 거푸집으로 인양.(S2) Lift the mesh casing with frozen formwork with a crane.

도 2에 도시된 바와 같이, 고압보일러(20)와 보충수(40) 및 오일탱크(60)와 펌프(30)를 결합고정한 망사형케이싱(10)을 기중기로 인양함에 있어 망사형케이싱(10) 상단에 구비된 체결고리(13)에 강선을 연결하여 기중기로 망사형케이싱(10)을 인양하여 결빙된 거푸집(70)에 근접배치토록 한다.As shown in FIG. 2, the mesh casing 10 in lifting the mesh casing 10 fixing the high pressure boiler 20, the replenishment water 40, the oil tank 60, and the pump 30 to the crane is connected to the mesh casing 10. The steel wire is connected to the fastening ring 13 provided at the top to lift the mesh casing 10 with a crane so as to be placed close to the frozen formwork 70.

결빙된 거푸집(70)까지의 거리가 원거리일 경우에는 기중기로 망사형케이싱(10)을 인양하여 화물차에 탑재시킨 후 화물차의 이동이 있은 후 다시 기중기로 망사형케이싱(10)을 인양하여 결빙된 거푸집(70)에 근접배치토록 한다.
When the distance to the frozen formwork 70 is long, the mesh casing 10 is lifted by a crane and mounted on a truck, and after the movement of the truck, the mesh casing 10 is lifted by a crane and frozen. To be placed close to the formwork (70).

(S3) 케이싱 내의 고압보일러에 연결호스, 호스연결분기구, 방아쇠 분사기의 연결 설치.(S3) Installation of connecting hose, hose connector, and trigger sprayer to the high pressure boiler in the casing.

도 3에 도시된 바와 같이, 결빙된 거푸집(70)에 근접배치된 망사형케이싱(10)의 개폐문(10a)을 열어 고압보일러(20)의 분출관(24)에 연결호스(25)를 어댑터(26a)에 의한 체결로 연결을 이루게 한다.As shown in FIG. 3, the opening and closing door 10a of the mesh casing 10 disposed close to the frozen formwork 70 opens the connection hose 25 to the ejection pipe 24 of the high pressure boiler 20. The connection by (26a) is made.

연결호스(25)의 연장이 필요하거나 거푸집(70) 또는 철근(71) 표면부에 발생한 결빙을 신속히 제거할 필요가 있을 경우에는 연결호스(25)의 연장을 위하여 호스연결분기구(26)를 다시 연결호스(25)와 연결하는데 이때에도 어댑터(26a)의 체결로 연결을 이루게 한다.If it is necessary to extend the connection hose 25 or need to quickly remove the frost formed on the surface of the formwork 70 or the reinforcing bar 71, the hose connection split mechanism 26 is extended to extend the connection hose 25. It is connected to the connection hose 25 again, and in this case, the connection is made by fastening the adapter 26a.

상기 호스연결분기구(26)는 일실시 예로서 Y형을 이뤄 분출구가 2개로 이루어지는데 Y형 호스연결분기구(26)에만 한정하지 않고 분출구를 2개 이상 갖는 호스연결분기구를 사용할 수도 있다. 즉, 이는 결빙 제거가 신속히 이뤄질 수 있는 이점이 있는 것이다.In one embodiment, the hose connection splitting mechanism 26 is formed in two types of Y-shaped hose connecting splitting mechanisms 26. The hose connecting splitting mechanism 26 may be a hose connecting splitting mechanism having two or more jetting openings. . In other words, this has the advantage that frost removal can be achieved quickly.

상기 호스연결분기구(26)의 분출방향인 2개의 분출구에 다시 어댑터(26a)를 각각 체결한 후 다시 연결호스(25)를 각각 연결한 다음 상기 각 연결호스(25)에 방아쇠분사기(27)를 연결한다.
After fastening the adapters 26a to the two ejection outlets in the ejecting direction of the hose connecting device 26 again, connecting the connecting hoses 25 again, respectively, and then triggering the sprayers 27 to the respective connecting hoses 25. Connect it.

(S4) 고압보일러의 각 밸브를 조작하여 세팅.(S4) Setting by operating each valve of the high pressure boiler.

도 4에 도시된 바와 같이, 고압보일러(20)와 펌프(30)가 구동될 수 있게 전원을 ON 시킨 후, 고압보일러(20)의 급수밸브(21) 및 분출밸브(23)를 열어 보충수(40)의 물이 고압보일러(20)에 공급 분출되도록 각 밸브를 조작하는 작업을 수행한다.As shown in FIG. 4, after the power is turned on to drive the high pressure boiler 20 and the pump 30, the water supply valve 21 and the blowoff valve 23 of the high pressure boiler 20 are opened to make up the supplemental water. The operation of each valve is performed so that the water of 40 is supplied to the high pressure boiler 20.

상기 급수밸브(21)로서는 급수체크밸브(21b)와 급수스톱밸브(21a)를 병용하게 되는데, 급수스톱밸브(21a)를 고압보일러(20) 쪽에 급수체크밸브(21b)를 펌프(30) 쪽에 설치한다. 즉, 상기 급수체크밸브(21a)는 작동원리상, 급수 속의 불순물(이물)이 체크밸브가 닫힐 때에 밸브와 밸브 시트 사이에 끼여 완전히 닫히지 않는 문제가 발생하기 쉽기 때문에 고압보일러(20) 운전 중에도 급수스톱밸브(21b)를 닫고서 급수체크밸브(21b)의 수리를 할 수 있도록 하기 위함이다.
As the water supply valve 21, the water supply check valve 21b and the water supply stop valve 21a are used in combination. The water supply stop valve 21a is connected to the high pressure boiler 20, and the water supply check valve 21b is connected to the pump 30. Install. That is, the water supply check valve 21a is easily operated due to the principle that impurities (foreign substances) in the water supply are caught between the valve and the valve seat when the check valve is closed. This is to allow the water supply check valve 21b to be repaired by closing the stop valve 21b.

(S5) 방아쇠 분사기를 이용한 거푸집 및 철근의 결빙을 용융하여 제거.(S5) Melt and remove the freezing of formwork and rebar using the trigger injector.

도 5에 도시된 바와 같이, 고압보일러(20)의 분출관(24) 방향에 연결된 각각의 방아쇠분사기(27)를 거푸집(70) 또는 철근(71) 표면부에 발생한 결빙 부위에 근접시켜 방아쇠분사기(27)의 방아쇠를 당겨 증기를 분사하도록 함으로써 거푸집(70) 또는 철근(71) 표면부의 결빙을 녹여 제거한다.
As shown in FIG. 5, each trigger sprayer 27 connected to the ejection pipe 24 direction of the high-pressure boiler 20 is brought close to the freezing portion generated on the surface of the formwork 70 or the reinforcement 71. By pulling the trigger of (27) to inject steam, the freezing of the surface of the formwork 70 or the reinforcement 71 is melted and removed.

(S6) 결빙 제거한 거푸집 철근에 보온재 피복.(S6) Insulating material coating on the formwork bar removed icing.

도 6에 도시된 바와 같이, 결빙 제거된 거푸집(70) 또는 철근(71)에는 동절기 저온으로 인하여 분사된 증기의 잔량이 남아 있기 때문에 그대로 방치할 경우 다시 응고되어 결빙될 수 있기 때문에 보온재로 감싸 증기 수분의 결빙을 방지하게 한다.As shown in FIG. 6, since the remaining amount of steam injected due to the low temperature of the winter remains in the formwork 70 or the reinforcing bar 71 which is frozen, it may be solidified and frozen again when it is left as it is. Prevents freezing of moisture.

즉 콘크리트 타설시 온도는 기상조건 등을 고려하여 초기 결빙이 발생하지 않도록 5~20도씨 범위 내에서 보온을 유지하도록 한다.
In other words, when placing concrete, keep the temperature in the range of 5 ~ 20 ° C so that initial freezing does not occur considering weather conditions.

(S7) 결빙 제거한 거푸집에 콘크리트 타설.(S7) Concrete placing in the formwork removed icing.

거푸집(70) 및 철근(71)의 보온재를 제거하여 콘크리트 타설에 알맞은 조건을 조성한 다음 거푸집(70)에 콘크리트를 타설하여 양생포(시트, 비닐등)로 감싸서 외기를 차단시킨 채 보온효과를 기대하며 콘크리트 양생을 이룬다.Remove the insulation of the formwork (70) and the reinforcing bar (71) to create a suitable condition for concrete placement, then cast concrete on the formwork (70) wrapped in a curing cloth (sheet, vinyl, etc.) to expect the warming effect while blocking the outside air To achieve concrete curing.

즉 콘크리트의 양생 중 온도는 10~20도 정도로 유지하되 양생 기간 중 온도변화를 자기온.습도계, 최고 최저 온도계, 자동기록 온도계 등을 통하여 지속적으로 관찰기록하며 양생 중 이상 유무를 체크하면서 콘크리트를 양생하도록 한다.In other words, the temperature during curing of the concrete is maintained at about 10 ~ 20 degrees, but the temperature change during the curing period is continuously observed and recorded through the self-temperature, hygrometer, the lowest and the lowest thermometer, and the automatic recording thermometer. Do it.

이로써 내구성 및 강성을 갖는 콘크리트를 구현하여 유지하도록 함으로써 본 발명의 거푸집 결빙 제거방법을 완료한다.
This completes the form freezing removal method of the present invention by implementing and maintaining concrete having durability and rigidity.

*** 도면의 주요 부분에 대한 부호의 설명 ***
10 : 망사형케이싱 10a : 개폐문
11 : 프레임 12 : 지지판
13 : 체결고리
20 : 고압보일러 21 : 급수밸브
21a: 급수스톱밸브 21b: 급수체크밸브
22 : 급수관 23 : 분출밸브
24 : 분출관 25 : 연결호스
26 : 호스연결분기구 27 : 방아쇠분사기
30 : 펌프
40 : 보충수 50 : 물탱크
60 : 오일탱크
70 : 거푸집 71 : 철근
DESCRIPTION OF THE REFERENCE SYMBOLS
10: mesh casing 10a: opening and closing door
11 frame 12 support plate
13: fastening ring
20: high pressure boiler 21: water supply valve
21a: Water supply stop valve 21b: Water supply check valve
22: water supply pipe 23: ejection valve
24: spout pipe 25: connection hose
26: hose connection mechanism 27: trigger sprayer
30: pump
40: replenishment water 50: water tank
60: oil tank
70: formwork 71: rebar

Claims (4)

고압보일러(20), 펌프(30), 보충수(40), 오일탱크(60)를 망사형케이싱(10) 내부에 고정설치하는 제1단계와;
상기 망사형케이싱(10)을 기중기로 인양하여 결빙된 거푸집(70)에 근접배치하는 제2단계와;
상기 망사형케이싱(10)의 개폐문(10a)을 열어 고압보일러(20)에 연결호스(25), 호스연결분기구(26), 방아쇠분사기(27)를 각각 연결설치하는 제3단계와;
고압보일러(20) 및 펌프(30)가 운전될 수 있게 전원을 ON 시키고, 고압보일러(20)의 급수밸브(21) 및 분출밸브(23)를 열어 보충수(40)의 물이 고압보일러(20)에 공급 분출되게 각 밸브를 조작 세팅하는 제4단계와;
거푸집(70) 또는 철근(71) 표면부에 발생한 결빙 부위에 방아쇠분사기(27)를 근접되게 하여 증기를 분사하면서 결빙을 녹여 제거하는 제5단계와;
결빙 제거된 거푸집(70) 또는 철근(71)에 분사된 증기가 응고되어 다시 결빙되는 것을 방지하기 위하여 거푸집(70) 또는 철근(71)을 보온재로 감싸 보온을 유지하도록 하는 제6단계와;
거푸집(70) 또는 철근(71)에 보온재를 제거한 후 거푸집(70)에 콘크리트를 타설하여 양생포로 감싸 외기를 차단한 채 보온을 유지하며 콘크리트 양생을 이루게 하는 제7단계를;
포함하여 이루어지는 것을 특징으로 하는 거푸집 결빙 제거방법.
A first step of fixing the high pressure boiler 20, the pump 30, the supplemental water 40, and the oil tank 60 in the mesh casing 10;
A second step of lifting the mesh casing 10 with a crane and placing the mesh casing 10 close to the frozen formwork 70;
A third step of opening and closing the opening and closing door 10a of the mesh casing 10 to connect and install the connection hose 25, the hose connection mechanism 26, and the trigger sprayer 27 to the high pressure boiler 20, respectively;
The power is turned on so that the high pressure boiler 20 and the pump 30 can be operated, and the water supply valve 21 and the ejection valve 23 of the high pressure boiler 20 are opened, so that the water of the supplemental water 40 is connected to the high pressure boiler ( A fourth step of manipulating and setting each valve so as to supply the water to 20);
A fifth step of bringing the trigger sprayer 27 close to the freezing portion generated on the surface of the die 70 or the reinforcing bar 71 to melt and remove the freezing while spraying steam;
A sixth step of wrapping the formwork 70 or reinforcing bar 71 with a heat insulating material to maintain the warmth to prevent the steam injected into the formwork 70 or the reinforcing bar 71 from being frozen and solidified again;
Removing the thermal insulation material in the formwork 70 or the reinforcing bar 71, and then placing concrete in the formwork 70 to surround the curing cloth and keep warm while blocking the outside air to achieve concrete curing;
Formwork freezing removing method characterized in that it comprises a.
청구항 1에 있어서, 제3단계에서 고압보일러(20)의 분출관(24)에 연결되는 연결호스(25), 호스연결분기구(26), 방아쇠분사기(27)는, 어댑터(26a)의 연결로 각각 서로 연결됨을 특징으로 하는 거푸집 결빙 제거방법.The method of claim 1, wherein in the third step, the connecting hose 25, the hose connecting mechanism 26, and the trigger sprayer 27 connected to the ejection pipe 24 of the high pressure boiler 20 are connected to the adapter 26a. Formwork freezing removing method characterized in that each connected to each other. 청구항 2에 있어서, 제3단계에서 호스연결분기구(26)는, 분출구가 2개로 이루어진 Y형 호스연결분기구 또는 이 이상의 분출구 갯수를 갖는 호스연결분기구를 이용하고, 증기분사 수단으로서 방아쇠분사기(27)를 이용함을 특징으로 하는 거푸집 결빙 제거방법.The method of claim 2, wherein in the third step, the hose connecting nozzle mechanism 26 uses a Y-type hose connecting nozzle mechanism having two jet ports or a hose joint jet mechanism having more than the number of jet nozzles. Formwork elimination method, characterized in that using (27). 청구항 1항에 있어서, 제4단계에서 급수밸브(21)로서는 급수체크밸브(21b)와 급수스톱밸브(21a)를 병용하되, 급수스톱밸브(21a)를 고압보일러(20) 쪽에 급수체크밸브(21b)를 펌프(30) 쪽에 설치하여 급수 속의 불순물(이물질) 끼임으로 인한 급수체크밸브(21b)의 수리가능한 작업이 부가됨을 특징으로 하는 거푸집 결빙 제거방법.The water supply check valve 21b and the water supply stop valve 21a are used together in the fourth step, and the water supply stop valve 21a is connected to the high pressure boiler 20. 21b) is installed on the pump (30) side of the formwork removal method, characterized in that the repair work of the water supply check valve (21b) due to the trapping of impurities in the water supply is added.
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Publication number Priority date Publication date Assignee Title
CN113653349A (en) * 2021-07-27 2021-11-16 广州市天河区荔也楼网络科技有限公司 A hand-held type water spray curing means for building outer wall
CN114042861A (en) * 2021-11-12 2022-02-15 洛阳理工学院 Method for manufacturing frozen casting mould

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KR101090903B1 (en) 2011-06-20 2011-12-08 (주)썬텍그린 Concrete curing system

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KR20090008991A (en) * 2007-07-19 2009-01-22 한국건설기술연구원 Device for curing and heating for concrete lining form of tunnel
KR20090078149A (en) * 2008-01-14 2009-07-17 양상규 Automatic system controlling the steam curing and method controlling the steam curing using the same
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Publication number Priority date Publication date Assignee Title
CN113653349A (en) * 2021-07-27 2021-11-16 广州市天河区荔也楼网络科技有限公司 A hand-held type water spray curing means for building outer wall
CN113653349B (en) * 2021-07-27 2022-12-20 中建三局科创产业发展有限公司 A hand-held type water spray curing means for building outer wall
CN114042861A (en) * 2021-11-12 2022-02-15 洛阳理工学院 Method for manufacturing frozen casting mould
CN114042861B (en) * 2021-11-12 2024-05-28 洛阳理工学院 Method for manufacturing frozen casting mold

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