KR20120050687A - A floor construction method for assembly type structure - Google Patents
A floor construction method for assembly type structure Download PDFInfo
- Publication number
- KR20120050687A KR20120050687A KR1020100112071A KR20100112071A KR20120050687A KR 20120050687 A KR20120050687 A KR 20120050687A KR 1020100112071 A KR1020100112071 A KR 1020100112071A KR 20100112071 A KR20100112071 A KR 20100112071A KR 20120050687 A KR20120050687 A KR 20120050687A
- Authority
- KR
- South Korea
- Prior art keywords
- insulating material
- heat insulating
- frame
- concrete
- construction method
- Prior art date
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/02—Flooring or floor layers composed of a number of similar elements
- E04F15/022—Flooring consisting of parquetry tiles on a non-rollable sub-layer of other material, e.g. board, concrete, cork
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B2005/322—Floor structures wholly cast in situ with or without form units or reinforcements with permanent forms for the floor edges
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Building Environments (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
Abstract
The present invention relates to a light weight composite floor plate construction method of the prefabricated building, to maximize the heat insulation without using a separate formwork, and to achieve a lightweight concrete floor construction to achieve a lightweight weight.
The present invention for realizing this, a frame manufacturing step of producing a frame of the rectangular frame by connecting a plurality of vertical frames and each vertical frame horizontally using a horizontal frame; (ST 1) at the bottom of the produced frame A first heat insulating material disposing step of disposing a first heat insulating material; and (ST 2) a second heat insulating material seating step of placing a plurality of second heat insulating materials spaced apart from each other at a predetermined interval (d) on the first heat insulating material; Reinforcing bar reinforcement step for reinforcing the reinforcing bar on the second heat insulating material; (ST 4) Concrete placing step of placing concrete on the second heat insulating material so that the reinforcing bar is not exposed; (ST 5) Curing the poured concrete Curing step; (ST 6) characterized in that it comprises a.
Description
The present invention relates to a method for constructing a floor plate of a prefabricated building, and more particularly, to improve the weight reduction and vibration performance of a concrete floor plate of a prefabricated building manufactured in the form of a modular unit.
In general, the prefabricated building basically forms a rectangular frame, and in the case of the bottom plate of the prefabricated building, a form is installed and then made in a concrete pouring method.
As a prior art, in Patent No. 947297, the formwork is first installed for concrete placement, and then reinforcement, concrete placement, curing, and form dismantling are performed.
However, in the prior art, since the work of installing and dismantling and cleaning the formwork is necessary repeatedly, there is a problem in that a cost increases due to an increase in work period, workforce, and equipment.
In addition, the conventional prefabricated building has a low thermal insulation performance, the weight of the building is increased due to the thickness of the floor plate has a problem that the site movement and construction is difficult.
The present invention has been proposed to improve the problems in the above-described conventional concrete floor plate construction, it is possible to quickly configure the concrete floor plate without using a separate formwork, and to increase the insulation with lighter weight of the structure The purpose is to make it possible.
The present invention for achieving the above object is a frame manufacturing step of producing a frame frame of the rectangular frame by connecting a plurality of vertical frames and each vertical frame horizontally; A first heat insulating material disposing step of disposing a first heat insulating material on the bottom of the manufactured frame; A second heat insulating material seating step of seating the plurality of second heat insulating materials spaced apart from each other at a predetermined interval (d) on the first heat insulating material; Reinforcing bar reinforcement step for reinforcing the reinforcing bar on the second insulating material; A concrete placing step of placing concrete on an upper portion of the second insulation to prevent the rebar from being exposed; It characterized in that it comprises a; curing step of curing the poured concrete.
Prefabricated building floor plate construction method of the present invention, without the use of a separate formwork exhibits the effect that the concrete floor plate using a heat insulating material can be quickly constructed.
In particular, through the multi-layered structure of the heat insulating material to improve the heat insulation of the bottom plate and to achieve a light weight of the structure, it shows the advantages of forming a form of effective structural reinforcement of the bottom plate.
1 is a flow chart of prefabricated building deck construction process of the present invention.
Figure 2 is a perspective view of the prefabricated building frame in the present invention.
3 is a view illustrating a state of arranging a first insulating material in a bottom portion of a frame;
3a is a perspective view of the frame.
3b is a bottom bottom sectional view.
3c is an enlarged view of the main part.
Figure 4 shows the seating state of the second heat insulating material on the first heat insulating material,
4a is a full sectional view.
4b is the entire top view.
4c is a cross-sectional view of the AA part.
4d is a cross-sectional view of the BB portion.
5 is a cross-sectional view of the reinforcement of the reinforcement state of the bottom plate.
6 shows the concrete pouring state of the bottom plate,
6a is the bottom plate full cross-sectional view.
6b is an enlarged view of part C. FIG.
6c is an enlarged view of portion D.
7 is a partial cross-sectional structural view of the bottom plate completed state of the building according to the embodiment.
8 is a view showing a fastening pin used according to another embodiment of the present invention.
8a is a sectional view of the fastening pin separated.
8b is a completed cross-sectional view of the coupling pin.
8c is an enlarged view of part E. FIG.
Hereinafter, specific embodiments of the present invention will be described in detail with reference to the accompanying drawings.
First, the process of forming the bottom plate of a prefabricated building according to an embodiment of the present invention will be described with reference to FIGS. 1 to 6.
Frame Creation (ST 1)
First, in manufacturing the
<First Insulation Material Placement> (ST 2)
The first
In addition, the first
<Sealing Second Insulation Material> (ST 3)
In addition, the second
That is, each of the second
In addition, by forming a spacing (d, d ') to form a space in which the concrete and reinforcing bar can be arranged in the corresponding area it is possible to minimize the strength decrease due to the thickness of the concrete layer.
Reinforcement (ST 4)
As such, when the lamination work of the first and
At this time, it is preferable to install the
Concrete casting (ST 5)
Then, when the
In this case, the
Curing (ST 6)
When the
7 shows the bottom plate structure completed by constructing the
Therefore, when the bottom plate is formed through the method of the present invention, it can be seen that it is possible to quickly and easily manufacture a lightweight bottom plate having improved insulation without using a separate formwork.
On the other hand, Figure 8 shows a state in which the fastening
That is, in the second heat insulating material seating step (ST 3) to be coupled to the first
Therefore, the
10: skeleton frame 11: vertical frame
12: horizontal frame 13: stud bolt
20: first heat insulating material 30: second heat insulating material
40: rebar 50: concrete
60: fastening pin 61: thread
Claims (5)
A first heat insulating material disposing step of disposing a first heat insulating material on the bottom of the manufactured frame; (ST 2)
A second heat insulating material seating step of placing a plurality of second heat insulating material spaced apart from each other at a predetermined interval (d) on the first heat insulating material; (ST 3)
Reinforcing bar reinforcement step for reinforcing the reinforcing bar on the second insulating material; (ST 4)
A concrete placing step of placing concrete on an upper portion of the second insulation to prevent the reinforcing bar; (ST 5)
Curing step of curing the poured concrete; (ST 6)
Lightweight composite floor plate construction method of the prefabricated building comprising a.
The second heat insulating material seating step (ST 3) is a light weight composite floor construction method of the prefabricated building, characterized in that the second heat insulating material is seated so as to be spaced apart from the lower horizontal frame by a predetermined distance (d ').
The second heat insulating material seating step (ST 3) in the light weight composite floor plate construction method of the prefabricated building, characterized in that the fastening and coupling is made with the first heat insulating material using a fastening pin.
In the second insulating material seating step (ST 3), the fastening pin is vertically penetrated through the second heat insulating material so that the lower end of the fastening pin is inserted into the first heat insulating material, and the upper part of the fastening pin is exposed to the upper surface of the second heat insulating material. Lightweight composite floor plate construction method of the prefabricated building, characterized in that.
The fastening pin is a lightweight composite floor plate construction method of the prefabricated building, characterized in that the thread formed along the outer circumferential surface is used to improve the fastening force with the first insulation, the second insulation and concrete.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020100112071A KR101234614B1 (en) | 2010-11-11 | 2010-11-11 | A floor construction method for assembly type structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020100112071A KR101234614B1 (en) | 2010-11-11 | 2010-11-11 | A floor construction method for assembly type structure |
Publications (2)
Publication Number | Publication Date |
---|---|
KR20120050687A true KR20120050687A (en) | 2012-05-21 |
KR101234614B1 KR101234614B1 (en) | 2013-02-18 |
Family
ID=46268039
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR1020100112071A KR101234614B1 (en) | 2010-11-11 | 2010-11-11 | A floor construction method for assembly type structure |
Country Status (1)
Country | Link |
---|---|
KR (1) | KR101234614B1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20180061013A (en) * | 2016-11-28 | 2018-06-07 | 주식회사 광스틸 | Modular assemble house |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101601811B1 (en) * | 2015-04-07 | 2016-03-09 | 김정우 | Industrialization house and method for construction thereof |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100947297B1 (en) * | 2009-07-24 | 2010-03-16 | 금강공업 주식회사 | Construction method of architectural modular unit with bottom concrete |
-
2010
- 2010-11-11 KR KR1020100112071A patent/KR101234614B1/en not_active IP Right Cessation
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20180061013A (en) * | 2016-11-28 | 2018-06-07 | 주식회사 광스틸 | Modular assemble house |
Also Published As
Publication number | Publication date |
---|---|
KR101234614B1 (en) | 2013-02-18 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
KR101182536B1 (en) | Prefabricated double wall precast concrete pannel having surface material, reinforcing rod according to the purpose | |
KR101570484B1 (en) | Half-PC Column using lightweight Encased Inner Form And Manufacturing Method Thereof, And Construction Method Using The Same | |
WO2009059036A1 (en) | Prefabricated wall panel system | |
KR101389203B1 (en) | Method for constructing residential building using precast concrete and modular unit | |
CN110805169A (en) | Vertical seam splicing structure of prefabricated wall board and assembling method thereof | |
KR101175503B1 (en) | Concrete Wall having Vertical Connection of Precast Concrete Wall Panel and Constructing Method | |
KR101765334B1 (en) | Construction methods of precast concrete slab having its connection part being concealed by coupled ribs and, precast concrete slab used therefor | |
KR20060127632A (en) | Wall structure using precast concrete panel with multi rib rows | |
KR101277751B1 (en) | Precast Concrete Blocks and Remodeling Reinforcing Construction Methods for Low and Middle-rise Beam-column Buildings by Using that Blocks | |
RU2335604C2 (en) | Process of sandwich wall formation | |
JP7098646B2 (en) | Bubble concrete composite building material | |
KR101312992B1 (en) | Concrete composite wall construction method with soft gangform and form-tie | |
KR100712354B1 (en) | PC Integrating Construction Method of an Underground Parking Lot and PC Column-Beam Joint System for Long Span PC Beam therein | |
KR101234614B1 (en) | A floor construction method for assembly type structure | |
CN107642104B (en) | Connecting structure of prefabricated sandwich wall and middle laminated slab and construction method thereof | |
KR101425008B1 (en) | The building slab structure and the constructing method thereof | |
KR101036177B1 (en) | Method for constructing building using PRC integrating method | |
KR101781492B1 (en) | Wing Wall With Integrated Structural | |
KR101324884B1 (en) | Hybrid building construction method combining dry type and wet type | |
KR101212259B1 (en) | Composite slab using corrugated plate and making method therewith | |
KR20090124721A (en) | An assembling structure of building frame and construction method thereof | |
KR102174760B1 (en) | Roof structure for culvert houses | |
KR101385556B1 (en) | Ground structure and the built-up construction method that use precast concrete | |
KR101440556B1 (en) | Floor structure of modular building | |
KR200434622Y1 (en) | Precast concrete panel |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A201 | Request for examination | ||
E701 | Decision to grant or registration of patent right | ||
GRNT | Written decision to grant | ||
LAPS | Lapse due to unpaid annual fee |