KR970000173Y1 - Assembling structure of building wall - Google Patents
Assembling structure of building wall Download PDFInfo
- Publication number
- KR970000173Y1 KR970000173Y1 KR2019930011612U KR930011612U KR970000173Y1 KR 970000173 Y1 KR970000173 Y1 KR 970000173Y1 KR 2019930011612 U KR2019930011612 U KR 2019930011612U KR 930011612 U KR930011612 U KR 930011612U KR 970000173 Y1 KR970000173 Y1 KR 970000173Y1
- Authority
- KR
- South Korea
- Prior art keywords
- unit
- wall
- corrugated pipe
- spiral
- unit wall
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/14—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
- E04B2/16—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position
- E04B2/20—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position by filling material with or without reinforcements in small channels in, or in grooves between, the elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
- E04B1/043—Connections specially adapted therefor
- E04B1/046—Connections specially adapted therefor using reinforcement loops protruding from the elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/14—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
- E04B2/26—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element the walls being characterised by fillings in all cavities in order to form a wall construction
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
내용 없음.No content.
Description
제1도는 종래 단위벽체의 조립상태를 나타낸 단면도.1 is a cross-sectional view showing an assembled state of a conventional unit wall.
제2도는 종래 단위벽체의 조립 사시도.2 is an assembled perspective view of a conventional unit wall.
제3도는 본 고안에 따른 단위벽체의 일부절개 사시도.3 is a partially cutaway perspective view of the unit wall according to the present invention.
제4도는 본 고안에 따른 스파이럴주름관의 사시도.Figure 4 is a perspective view of the spiral wrinkle tube according to the present invention.
제5도는 본 고안의 시공상태를 나타내는 단면도로서,5 is a cross-sectional view showing a construction state of the present invention,
(a)는 단위벽체와 단위벽체가 1단 조립된 상태이고,(a) is the unit wall and the unit wall is assembled in one stage,
(b)는 단위벽체와 단위벽체가 다단 조립된 상태이다.(b) is a state where the unit wall and the unit wall are assembled in multiple stages.
제6도는 본 고안에 따른 단위벽체의 시공상태를 나타낸 외관 사시도.Figure 6 is an external perspective view showing the construction state of the unit wall according to the present invention.
* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings
11 : 단위벽체 12 : 몰탈11 unit wall 12 mortar
13 : 철근 14 : 스파이럴주름관13: rebar 14: spiral corrugated pipe
15 : 접속부 16 : 주름부15: connection part 16: wrinkle part
17 : 그라우팅부재17: grouting member
본 고안은 건물용 벽체의 조립구조에 관한 것으로, 더욱 상세하게는 PC(precas t)용 벽체를 시공함에 있어서 단위벽체의 다수곳에 스파이럴(Spiral)주름관을 가지고 이 스파이럴주름관을 통해 철근 및 그라우팅(Grouting)부재를 유입시켜 PC용 단위벽체를 조립시공함으로써 조립시공괸 PC용 단위벽체가 충격이나 진동에 충분히 견딜 수 있도록 하여 PC용 단위 벽체를 견고하게 조립 시공할 수 있는 건축용 벽체의 조립구조에 관한 것이다.The present invention relates to an assembly structure of a building wall, and more specifically, in constructing a wall for a PC (precas t), a spiral corrugation pipe is formed in a plurality of places of unit walls, and reinforcing and grouting through the spiral corrugation pipe. The assembly structure of the construction wall which can assemble and construct the PC unit wall firmly by making the unit wall for PC by inflow of a member so that the unit wall for PC can fully endure shock and vibration. .
종래의 PC용 단위벽체를 조립시공시에는 도시된 도면 제1도 및 제2도와 같이 PC용 단위벽체(1)는 몰탈(2)에 의해 고정된 철근(3) 일단과 다른 PC용 단위벽체(1')의 몰탈(2')에 의해 고정된 철근(3')의 타단을 일치시킨 후 연결관(4)으로 맞대고 용접하거나 볼트체결방식으로 철근(3)(3')을 고정시켜 PC용 단위벽체(1)(1')간을 일체조립상태로 조립한다.At the time of assembling the conventional unit wall for PC, the unit wall for PC 1 is one of the reinforcing bars 3 fixed by mortar 2 and the other unit wall for PC as shown in FIGS. 1 and 2. 1 ') and the other end of the reinforcing bar (3') fixed by the mortar (2 ') of the mating and then welded with a connecting pipe (4) or by tightening bolts (3) (3') to fix the PC The unit walls 1 and 1 'are assembled in an assembled state.
그러나, 상기 PC용 단위벽체(1)(1')간의 고정은 일체조립상태로 조립된 상태이므로 건물 진동발생시 PC용 단위벽체간의 절단현상 및 클랙(CRACK)이 발생되어 PC용 단위벽체가 무너질 수 있는 위험성이 우려되었다.However, since the fixing between the PC unit walls (1) and (1 ') is assembled in an integrated assembly state, when the building vibration occurs, cutting and cracks are generated between the PC unit walls and the PC unit walls may collapse. Risks were concerned.
따라서 본 고안은 상기와 같은 종래의 결점을 해소시키기 위하여 안출한 것으로서 그 목적은, PC용 단위벽체간의 연결이 용이하고 시공후 견고한 조립상태의 유지가 가능하며 진동이나 충격에 강한 건물용 벽체의 조립구조를 제공하기 위한 것이다.Therefore, the present invention has been devised to solve the above-mentioned drawbacks, and its purpose is to facilitate connection between unit walls for PC, to maintain a solid assembly state after construction, and to assemble a building wall resistant to vibration and impact. It is to provide a structure.
본 고안은 상기의 목적을 달성하기 위하여, 조립식 건물 시공시 사용되는 단위벽체에 있어서, 상기 단위벽체의 다수곳에 스파이럴주름관이 내설되고 각 단위벽체를 상기 스파이럴주름관을 맞대어 접촉시켜서 상기 스파이럴주름관에 철근을 교차로 삽입하여 그라우팅주입에 의해 연결 조립토록 되어 있는 특징이 있다.In order to achieve the above object, the present invention, in the unit wall used in the construction of the prefabricated building, spiral corrugated pipe is installed in a plurality of places of the unit wall and each unit wall is brought into contact with the spiral corrugated pipe in contact with the reinforcing bar in the spiral corrugated pipe It is characterized by inserting at the intersection and assembling connection by grouting injection.
즉, 철근을 교체시킬 수 있는 공간이 확보된 스파이럴 주름관을 몰탈에 의해 단위벽체내의 다수곳에 형성시켜, 상기 스파이럴 주름관에 철근을 교차되게 삽입시킨 후 고정을 위한 그라우팅부재를 유입시키는 것에 의해 간단히 시공이 이루어질 수 있는 것이다.In other words, by forming a spiral corrugated pipe having a space to replace the reinforcing bar in a plurality of places within the unit wall by mortar, insert the reinforcing bars in the spiral corrugated pipe to cross, then simply enter the grouting member for fixing the construction It can be done.
이에 따라, 스파이럴 주름관에 유입된 그라우팅부재와 교차된 철근의 결속작용을 유지시켜 건물의 진동발생시 PC용 단위벽체간의 진동에 대응하여 절단 및 무너짐 등의 안전사고를 미연에 방지할 수 있는 것이다.Accordingly, by maintaining the binding action of the grouting member and the cross reinforcing bar introduced into the spiral corrugated pipe to prevent the safety accidents such as cutting and collapse in response to the vibration between the unit wall for the PC when the building vibration occurs.
이와 같은 본 고안의 내용을 일실시예로서의 도면을 참조하여 더욱 상세히 설명하면 다음과 같다.When described in more detail with reference to the drawings as an embodiment the contents of the present invention as follows.
도면 제3도는 본 고안에 따른 단위벽체의 일부 절개 사시도로서 이를 참조하면, 본 고안에 따른 단위벽체(11)는 시멘트, 모래, 석회, 합성섬유사 및 방수제를 혼합하여서 된 몰탈(12)에 의해 이루어지는데, 이 몰탈성형시 다수곳에 스파이럴주름관(14)이 내설되도록 되어 있다.3 is a partial cutaway perspective view of the unit wall according to the present invention, referring to this, the unit wall 11 according to the present invention is a mortar 12 by mixing cement, sand, lime, synthetic fiber yarn and waterproofing agent In this mortar molding, spiral corrugated pipes 14 are installed in many places.
상기 스파이럴주름관(14)은 제4도에 상세하게 도시되어 있는데, 이와 같이 스파이럴주름관은 철판띠를 나선형으로 감아서 그 단부를 감아접어 접속부(15)를 형성하고 있고, 상기 스파이럴주름관(14)에는 주름부(16)가 성형되어 있다. 즉, 상기 주름부(16)와 접속부(15)에 의해 스파이럴주름관(14)의 내,외면에는 다수의 요철이 형성되어 있게 된다.The spiral corrugated pipe 14 is shown in detail in FIG. 4. As such, the spiral corrugated pipe is spirally wound around an iron plate to form a connecting portion 15 by folding the end of the spiral corrugated pipe. The wrinkle part 16 is shape | molded. That is, a plurality of irregularities are formed on the inner and outer surfaces of the spiral corrugated pipe 14 by the pleated portion 16 and the connecting portion 15.
이와 같이 구성되는 단위벽체(11)의 조립 시공상태가 제5도에 상세하게 도시되어 있는데, 이를 살펴보면, 각 단위벽체(11)를 접속시키되 각 단위벽체(11)의 스파이럴주름관(14)이 서로 맞닿도록 하고, 연결된 스파이럴주름관(14)의 내부로는 철근(13)을 엇갈리게 삽입하고 여기에 그라우팅부재(17)를 주입하여 철근(13)과 함께 스파이럴주름관(14)에서 연결 조립되도록 한다.The assembly construction state of the unit wall 11 configured as described above is shown in detail in FIG. 5. Looking at this, the unit corrugated pipes 14 of each unit wall 11 are connected to each other while the unit wall 11 is connected. The abutment is inserted, and the reinforcing bars 13 are alternately inserted into the connected spiral pleated pipe 14 and the grouting member 17 is injected therein so as to be assembled and assembled in the spiral pleated pipe 14 together with the reinforcing bar 13.
제5도에서의 (b)에서와 같이 여러개의 단위벽체를 조립시에는 한 쌍의 단위벽체를 연결한 다음 동일한 방식으로 다른 단위벽체를 연결하여 조립하면 된다.When assembling a plurality of unit walls, as shown in (b) in Figure 5 may be assembled by connecting a pair of unit walls and then connecting other unit walls in the same manner.
이상과 같은 본 고안은 스파이럴주름관(14)을 몰탈(12)의 다수곳에 내설 고정시켜 성형된 단위벽체(11)를 조립시공시에 상기 스파이럴주름관(14)을 통해 철근(13)을 교차되게 삽입하고, 스파이럴주름관(14)에 그라우팅부재(17)를 주입시켜 단위벽체(11)간을 견고하게 조립시공을 할 수 있을뿐 아니라 스파이럴주름관의 신축적인 연결과 함께 철근과 그라우팅부재의 견고한 결속에 의해 충격이나 진동에 강하게 견딜수 있어서, 안전사고를 방지하고 건물의 수명을 연장시킬 수 있는 효과를 제공하게 된다.The present invention as described above inserts the reinforcing bar 13 through the spiral pleated pipe 14 when the spiral unit 14 is installed in the construction of the unit wall 11 formed by fixing the spiral pleated pipe 14 in many places of the mortar 12. In addition, by injecting the grouting member 17 into the spiral corrugated pipe 14, not only can the assembly between the unit walls 11 be firmly constructed, but also the elastic connection of the spiral corrugated pipe and the solid binding of the reinforcing bar and the grouting member. It can withstand shocks and vibrations, providing the effect of preventing accidents and extending the life of the building.
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR2019930011612U KR970000173Y1 (en) | 1993-06-29 | 1993-06-29 | Assembling structure of building wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR2019930011612U KR970000173Y1 (en) | 1993-06-29 | 1993-06-29 | Assembling structure of building wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| KR950001387U KR950001387U (en) | 1995-01-04 |
| KR970000173Y1 true KR970000173Y1 (en) | 1997-01-09 |
Family
ID=19357966
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR2019930011612U KR970000173Y1 (en) | 1993-06-29 | 1993-06-29 | Assembling structure of building wall |
Country Status (1)
| Country | Link |
|---|---|
| KR (1) | KR970000173Y1 (en) |
-
1993
- 1993-06-29 KR KR2019930011612U patent/KR970000173Y1/en not_active IP Right Cessation
Also Published As
| Publication number | Publication date |
|---|---|
| KR950001387U (en) | 1995-01-04 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US5468524A (en) | Reinforcing bar splice and system for forming precast concrete members and structures | |
| JPS637453A (en) | Mortar filling type reinforcing bar joint sleeve | |
| KR102074739B1 (en) | Sleeve for steel reinforcing connection | |
| KR970000173Y1 (en) | Assembling structure of building wall | |
| KR200412860Y1 (en) | Rebar fixing coupler | |
| KR200277683Y1 (en) | joint structure for PHC pile | |
| KR200329561Y1 (en) | Drainage Pipe Formwork | |
| CN111501996B (en) | Connecting joint structure of corbel-free concrete beam and steel column | |
| KR200177941Y1 (en) | Manhole structure | |
| CN111335301A (en) | Prefabricated building structure | |
| KR20010069961A (en) | Connector for steel bar | |
| JPH06280315A (en) | Joint of precast concrete member and its joint member | |
| KR100490956B1 (en) | Connect sheeting for drain pipe | |
| CN212984273U (en) | Assembled shear wall board and assembled shear wall structure | |
| KR102573472B1 (en) | Steel reinforcing coupler | |
| KR100743163B1 (en) | Earthquake-block, Earthquake-proof wall useing Earthquake-block and construction method | |
| KR19980063010U (en) | Reinforcing Bar Sleeve | |
| CN212294627U (en) | Prefabricated building structure | |
| KR19990041285U (en) | Drain pipe connection device | |
| JP6566597B1 (en) | Mortar filling type fitting | |
| KR100445112B1 (en) | Connection device of concrete fume pipe | |
| KR200177905Y1 (en) | Connect equipment of concrete pipe | |
| JP5495962B2 (en) | Mechanical rebar joint and reinforcement structure with shear reinforcement support function | |
| KR102677521B1 (en) | Rebar Coupler With Improved Workability | |
| KR960002108Y1 (en) | Steel connection devices |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A201 | Request for examination | ||
| N231 | Notification of change of applicant | ||
| E902 | Notification of reason for refusal | ||
| E701 | Decision to grant or registration of patent right | ||
| REGI | Registration of establishment | ||
| LAPS | Lapse due to unpaid annual fee |