KR0151541B1 - Process for constructing prefabricated guard house - Google Patents
Process for constructing prefabricated guard houseInfo
- Publication number
- KR0151541B1 KR0151541B1 KR1019950023431A KR19950023431A KR0151541B1 KR 0151541 B1 KR0151541 B1 KR 0151541B1 KR 1019950023431 A KR1019950023431 A KR 1019950023431A KR 19950023431 A KR19950023431 A KR 19950023431A KR 0151541 B1 KR0151541 B1 KR 0151541B1
- Authority
- KR
- South Korea
- Prior art keywords
- prefabricated
- walls
- wall
- iron plate
- apartment
- Prior art date
- Legal status (The legal status 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 status listed.)
- Expired - Fee Related
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
- E04H1/12—Small buildings or other erections for limited occupation, erected in the open air or arranged in buildings, e.g. kiosks, waiting shelters for bus stops or for filling stations, roofs for railway platforms, watchmen's huts or dressing cubicles
- E04H1/1205—Small buildings erected in the open air
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
본 발명은 아파트용 조립식 경비실의 시공방법에 관한 것으로, 기초공사를 겸한 바닥의 시공을 현장타설 철근 콘크리트 또는 조립식 기초판부재 설치로 시공한 후 그 위에 사방 벽체를 돌출 철근을 이용해 몰타르로 각각 연결하도록 하고, 상기 벽체는 각각의 공간부를 통하여 돌출된 철근등을 철판으로 상호 연결한 후 너트를 조여 연결하여 내외측의 틈새에는 실리콘으로 코킹하여 메우고, 상기의 사방 벽체와 지붕은 매입된 철판의 노출부위에 현장에서 철판을 덧대어 상호 용접하여 연결하므로서 현장에서 별도의 어려운 공정을 거치지 않아도 되므로 비숙련공에 의해서도 안정되고 빠른 시공이 가능하도록 한 것이다.The present invention relates to a method of constructing a prefabricated guard room for an apartment, and to construct the floor construction combined with the foundation work by installing the cast-in-place reinforced concrete or prefabricated base plate member, and then connect the four walls to the mortar by using the reinforcing bars on each side. The wall is connected to each other by reinforcing steel bars, etc. protruding through the respective spaces, and then tightening the nut to connect the inside and outside gaps by caulking with silicon, and the four sides of the wall and the roof exposed portion of the embedded steel plate By attaching the iron plate at the site and connecting it to each other, it is possible to perform stable and fast construction even by unskilled workers because it does not have to go through a difficult process in the field.
Description
제1도는 본 발명의 시공상태를 나타낸 분리사시도.1 is an exploded perspective view showing a construction state of the present invention.
제2도는 본 발명의 벽체를 상호 연결하는 상태를 나타낸 일부 단면도.2 is a partial cross-sectional view showing a state of interconnecting the walls of the present invention.
제3도는 본 발명의 벽체와 지붕을 연결하는 상태를 나타낸 개략도.3 is a schematic view showing a state of connecting the wall and the roof of the present invention.
* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings
1 : 기초판 3 : 바닥부재1: Base plate 3: Floor member
4 : 계단부재 4 : 벽체접속부위4: stair member 4: wall connection part
7~10 : 벽체 11 : 지붕7 ~ 10: Wall 11: Roof
12,13,17 : 철판 14,14' : 공간부12,13,17: Iron plate 14,14 ': Space part
16,16' : 철근 20,20' : 코킹16,16 ': Rebar 20,20': Caulking
본 발명은 아파트용 조립식 경비실의 시공방법에 관한 것으로, 특히 현장에서의 시공성과 경제성이 좋으며, 비숙련공에 의해서도 간단히 시공할 수 있도록 한 아파트용 조립식 경비실의 시공방법에 관한 것이다.The present invention relates to a method of constructing a prefabricated guard room for an apartment, and more particularly, to a method of constructing a prefabricated guard room for an apartment, which allows for easy construction even by unskilled workers.
일반적으로 아파트 단지나 공장등의 경비실은 정문이나 외곽지역에 본 건물과 분리하여 시공되고 있음은 이미 잘 알려진 사실이다.In general, it is well known that guard rooms such as apartment complexes and factories are constructed separately from the main building at the main entrance or the outer area.
그리고 경비실을 시공할때에는 바닥, 기둥, 지붕은 현장 타설 콘크리트로 골조를 형성하고, 기둥과 기둥사이의 벽체는 소정규격의 벽돌을 시멘트 몰타르를 사용하여 적층하는 조적에 의한 시공방법에 의존하였었다.When constructing the guard room, the floor, pillar, and roof were framed with cast-in-place concrete, and the walls between the pillars and the pillars depended on the construction method by laying bricks of predetermined size using cement mortar.
벽돌을 적층하여 경비실을 시공하는 종래의 방법에 의하여서는 벽돌을 시멘트 몰타르로 접착하면서 조작하는 과정이 복잡하고 시공에 따른 시간도 많이 소요됨은 물론, 숙련된 기능공에 의한 시공이 아니면 정상적인 조적이 이루어지지 않으므로 숙련된 기능공에게만 맡겨야 되는 문제점이 있었다.According to the conventional method of stacking bricks and constructing the guard room, the process of bonding and manipulating the bricks with cement mortar is complicated and takes a lot of time according to the construction. So there was a problem that should be left only to skilled craftsmen.
이에따라 본 발명은 아파트용경비실의 벽체와 지붕을 하나씩의 PC로 형성하여 현장에서 간단하게 시공할 수 있돌고 한 아파트용 조립식 경비실의 시공방법을 제공하는 것을 그 목적으로 한다.Accordingly, an object of the present invention is to provide a construction method of a prefabricated security room for an apartment that can be easily constructed in the field by forming the walls and the roof of the apartment security room as a single PC.
이와같은 목적을 달성하기 위한 본 발명은 기초를 현장타설 철근 콘크리트 또는 조립식 기초부재로 시공한 후 그 위에 사방 벽체를 철근 및 몰타르로 각각 연결하도록 하고, 상기 벽체는 각각의 공간부를 통하여 돌출된 철근등을 철판으로 상호 연결하면서 내외측의 틈새에서 실리콘으로 코킹하여 메우고, 상기의 사방 벽체와 지붕은 매입된 철판의 노출부위에 현장에서 철판을 덧대어 상호 용접하여 연결하고 그 연결부만 미장으로 마감하는 간단한 작업만으로 골조공사가 완료되므로 비숙련공에 의해서도 안정되고 빠른 시공이 가능하도록 한 것이다.In order to achieve the above object, the present invention constructs the foundation as cast-in-place reinforced concrete or prefabricated foundation member, and then connects four-sided walls with reinforcing bars and mortar, respectively, and the walls protrude through the respective spaces. Are interconnected by iron plate, and caulked with silicon in the gap between inside and outside, and the four sides wall and roof are connected to each other by welding the steel plate on the exposed part of the embedded steel plate in the field, and only the connection part is finished by plastering. Frame construction is completed only by work, so stable and fast construction is possible by unskilled workers.
이하 본 발명을 첨부도면에 의거 상세히 기술하면 다음과 같다.Hereinafter, the present invention will be described in detail with reference to the accompanying drawings.
기초의 바닥부위(2)가 오목하게 된 기초판(1)을 현장타설 철근 콘크리트 또는 조립식 기초부재로 형성하고, 상기의 기초 바닥부위(2)에 바닥부재(3)가 얹혀지고 입구에는 계단부재(4)가 부착되는 상기 기초판(1)의 벽체접속부위(5)에는 다수의 구멍(6)들을 형성하고, 상기 벽체접속부위(5)의 구멍(6)들에 하향 돌출된 철근(7a)(8a)(9a)(10)들을 각각 삽입하면서 시멘트 몰타르로 접합시공하고, 상기 벽체(7)~(10)들의 상면에는 지붕(11)을 정확한 위치에 얹은 다음 제3도에서와 같이 매입된 철판(12)(13)의 노출부위에 철판(14)을 덧대어 용접으로 접합한 후 시멘트 몰타르로 마무리한다.The base plate 1 in which the bottom part 2 of the foundation is concave is formed of cast-in-place reinforced concrete or prefabricated base member, and the bottom member 3 is placed on the base bottom part 2 and the stair member at the entrance. A plurality of holes 6 are formed in the wall connecting portion 5 of the base plate 1 to which the 4 is attached, and the reinforcing bars 7a protruding downward into the holes 6 of the wall connecting portion 5. (8a) (9a) and (10) are inserted into the cement mortar, respectively, inserting the roof (11) in the correct position on the upper surface of the walls (7) to (10) and then embedded as shown in FIG. The iron plate 14 is applied to the exposed portions of the iron plates 12 and 13 to be welded and finished with cement mortar.
그리고 상기의 벽체(7)~(10)들은 제2도에 도시한 것과 같이 서로 접하는 부위에는 도면에 도시않은 나사부가 일체인 철근(16)(16')들이 돌출된 공간부(15)(15')를 각각 형성하고, 상기 공간부(15)(15')에는 철근(16)(16')에 끼워지는 구멍(17')(17)이 일체인 철판(17)을 내설한 후 너트(18)(18')로 체결하여 고정시킨 다음 상기의 부위들을 미장마감하고, 내외측의 틈새(19)(19')에는 우레탄이나 실리콘을 코킹하여 코킹층(20)(20')을 형성한 것이다.And the wall (7) ~ (10) is a space portion 15, 15 protruding the reinforcing bars 16, 16 'integrally threaded portion (not shown in the figure) to the portion in contact with each other, as shown in FIG. '), Respectively, and in the spaces 15 and 15', holes 17 'and 17 fitted into the reinforcing bars 16 and 16' are embedded in the iron plate 17, and then nuts ( 18) (18 ') to fix and then finish plastering the above parts, caulking urethane or silicon in the inner and outer gaps 19, 19' to form a caulking layer (20, 20 '). will be.
미설명부호 21은 벽체에 내장된 단열재이다.Reference numeral 21 is a heat insulating material embedded in the wall.
이와같이 시공되는 본 발명의 아파트용 조립식 경비실의 시공방법에 의하여서는 바닥부재(3)와 계단부재(4)를 별도로 시공하는 기초판(1)을 현장타설 철근 콘크리트 공법 또는 조립식 기초부재 설치로 시공하되, 상기 기초판(1)의 벽체 접속부위(5)에는 다수의 구멍(6)들을 형성하여 벽체(7)~(10)들의 하향 돌출된 철근(7a)~(10a)들을 상기의 구멍(6)들에 삽입한 후 시멘트 몰타르에 의해 안정된 결합이 이루어지도록 연결하고, 상기의 벽체들은 공간부(15)(15')로 나사부가 일체인 철근(16)(16)을 각각 돌출되도록 하여 구멍(17)(17')이 형성된 철판(17)을 공간부(14)(14')에 삽입한 후 너트(18)(18')로 체결하여 고정시키고 미장으로 마감하며, 내측 및 외측의 틈새(19)(19')에는 우레탄이나 실리콘의 코킹층(20)(20')을 형성하고, 상기 벽체(7)~(10)들의 상면에 노출된 철판(12)과 지붕(11)에서 노출된 철판(13)에 현장에서 철판(14)을 덧대어 상호 용접으로 시공하고 미장을 하여 안정된 접합이 행하여지도록 하여 시공하므로서, 네 벽체(7)~(10)들의 연결과, 벽체(7)~(10)위에 지붕(11)을 결합하는 시공을 비숙련공이라도 안전하게 시공할 수 있음은 물론, 시공시 적은 인력으로 짧은 시간에 완성시킬 수 있도록 한 것이다.According to the construction method of the prefabricated guard room for the apartment of the present invention constructed as described above, the base plate 1 for separately installing the floor member 3 and the staircase member 4 should be constructed by installing the reinforced concrete method or prefabricated foundation member. In the wall connection portion 5 of the base plate 1, a plurality of holes 6 are formed to downwardly protrude reinforcing bars 7a to 10a of the walls 7 to 10. After inserting into the joints, the cement mortar is connected to form a stable bond, and the walls are provided with spaces (15, 15 ') to protrude the reinforcing bars (16) and (16), each of which is integrally threaded, with holes ( 17) Insert the iron plate 17 formed with the 17 'into the space portion 14, 14' and then fasten with nuts 18 and 18 'to fix and finish with plastering, and the inner and outer clearances ( 19 and 19 ', a caulking layer 20 and 20' of urethane or silicon is formed, and the iron plate 12 and the roof exposed on the upper surfaces of the walls 7 to 10 are formed. By attaching the iron plate 14 in the field to the iron plate 13 exposed in (11) and constructing by mutual welding and plastering to ensure a stable bonding, the connection of the four walls (7) ~ (10), Construction that combines the roof (11) on the walls (7) ~ (10) can be safely constructed even unskilled workers, as well as to be completed in a short time with less manpower during construction.
Claims (3)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1019950023431A KR0151541B1 (en) | 1995-07-31 | 1995-07-31 | Process for constructing prefabricated guard house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1019950023431A KR0151541B1 (en) | 1995-07-31 | 1995-07-31 | Process for constructing prefabricated guard house |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| KR970006715A KR970006715A (en) | 1997-02-21 |
| KR0151541B1 true KR0151541B1 (en) | 1998-10-15 |
Family
ID=19422404
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR1019950023431A Expired - Fee Related KR0151541B1 (en) | 1995-07-31 | 1995-07-31 | Process for constructing prefabricated guard house |
Country Status (1)
| Country | Link |
|---|---|
| KR (1) | KR0151541B1 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU2513901C1 (en) * | 2012-10-01 | 2014-04-20 | Сергей Юрьевич Моссаковский | Observation tower |
| KR20220071727A (en) * | 2020-11-24 | 2022-05-31 | (주)싱스웰 | Smart Shelter Based on Artificial Intelligence |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100440394B1 (en) * | 2002-08-30 | 2004-07-14 | 최영호 | prefabricated tea house |
| KR100539010B1 (en) * | 2005-06-15 | 2005-12-26 | 오종택 | The booth for simultaneous interpretation |
| KR101410602B1 (en) * | 2014-03-12 | 2014-06-20 | 박준신 | construction method of concrete structure house |
-
1995
- 1995-07-31 KR KR1019950023431A patent/KR0151541B1/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU2513901C1 (en) * | 2012-10-01 | 2014-04-20 | Сергей Юрьевич Моссаковский | Observation tower |
| WO2014054982A3 (en) * | 2012-10-01 | 2014-07-17 | Mossakovski Sergey Yuryevich | Watchtower |
| KR20220071727A (en) * | 2020-11-24 | 2022-05-31 | (주)싱스웰 | Smart Shelter Based on Artificial Intelligence |
Also Published As
| Publication number | Publication date |
|---|---|
| KR970006715A (en) | 1997-02-21 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| EP1992750A1 (en) | Prefabricated reinforced-concrete single-family dwelling and method for erecting said dwelling | |
| KR102484159B1 (en) | Rapid Construction Structure of Core Part Using Multi-Story Precast Wall | |
| KR100226168B1 (en) | Architecture and method for making a stair using a precast concrete | |
| KR0151541B1 (en) | Process for constructing prefabricated guard house | |
| KR102174760B1 (en) | Roof structure for culvert houses | |
| KR100583072B1 (en) | PC member used in the pre-installation method of stairs room of building and its construction method | |
| JP2004352457A (en) | Junction structure for shaft unit in elevator shaft | |
| KR100567270B1 (en) | Precast Concrete Panel Structure and Fastening Method | |
| KR102783598B1 (en) | A PC modulars construction method using leakage protection coupling method | |
| JP3028297B2 (en) | Half precast slab and floor structure using the same | |
| JP2781641B2 (en) | Construction method of concrete basement | |
| KR102722516B1 (en) | A Construction method using dry coupling method between PC modulars | |
| KR920004493B1 (en) | Slab panel with integral ondol panel | |
| KR200147067Y1 (en) | Internal and external wall assembly device for building | |
| JP2620078B2 (en) | Basement space construction method | |
| JPH07247610A (en) | Beam for building using pc wall | |
| JP3039260B2 (en) | Building method using PC members | |
| JP2931158B2 (en) | Structural structure of concrete basement | |
| JPH0427077A (en) | House with concrete built-up type basement | |
| JP2900937B1 (en) | Construction method of wall type RC structure | |
| JPH02120441A (en) | PC load-bearing wall | |
| JP2854168B2 (en) | Structural structure of concrete basement | |
| JPH05295745A (en) | Installing method for unit building | |
| JPS6259753A (en) | Constructure of upstairs | |
| JPH09111859A (en) | PC construction method for concrete balcony |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A201 | Request for examination | ||
| PA0109 | Patent application |
Patent event code: PA01091R01D Comment text: Patent Application Patent event date: 19950731 |
|
| PA0201 | Request for examination |
Patent event code: PA02012R01D Patent event date: 19950731 Comment text: Request for Examination of Application |
|
| PG1501 | Laying open of application | ||
| E701 | Decision to grant or registration of patent right | ||
| PE0701 | Decision of registration |
Patent event code: PE07011S01D Comment text: Decision to Grant Registration Patent event date: 19980613 |
|
| GRNT | Written decision to grant | ||
| PR0701 | Registration of establishment |
Comment text: Registration of Establishment Patent event date: 19980619 Patent event code: PR07011E01D |
|
| PR1002 | Payment of registration fee |
Payment date: 19980619 End annual number: 3 Start annual number: 1 |
|
| PG1601 | Publication of registration | ||
| PR1001 | Payment of annual fee |
Payment date: 20010620 Start annual number: 4 End annual number: 4 |
|
| PR1001 | Payment of annual fee |
Payment date: 20020603 Start annual number: 5 End annual number: 5 |
|
| PR1001 | Payment of annual fee |
Payment date: 20030407 Start annual number: 6 End annual number: 6 |
|
| PR1001 | Payment of annual fee |
Payment date: 20040309 Start annual number: 7 End annual number: 7 |
|
| PR1001 | Payment of annual fee |
Payment date: 20050519 Start annual number: 8 End annual number: 8 |
|
| PR1001 | Payment of annual fee |
Payment date: 20060602 Start annual number: 9 End annual number: 9 |
|
| PR1001 | Payment of annual fee |
Payment date: 20070619 Start annual number: 10 End annual number: 10 |
|
| PR1001 | Payment of annual fee |
Payment date: 20080610 Start annual number: 11 End annual number: 11 |
|
| FPAY | Annual fee payment |
Payment date: 20090605 Year of fee payment: 12 |
|
| PR1001 | Payment of annual fee |
Payment date: 20090605 Start annual number: 12 End annual number: 12 |
|
| LAPS | Lapse due to unpaid annual fee | ||
| PC1903 | Unpaid annual fee |
Termination category: Default of registration fee Termination date: 20110509 |