KR20120003172A - A construction method using module type core structure - Google Patents

A construction method using module type core structure Download PDF

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Publication number
KR20120003172A
KR20120003172A KR1020100063880A KR20100063880A KR20120003172A KR 20120003172 A KR20120003172 A KR 20120003172A KR 1020100063880 A KR1020100063880 A KR 1020100063880A KR 20100063880 A KR20100063880 A KR 20100063880A KR 20120003172 A KR20120003172 A KR 20120003172A
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KR
South Korea
Prior art keywords
fastening
core structure
construction
core
building
Prior art date
Application number
KR1020100063880A
Other languages
Korean (ko)
Inventor
문근환
Original Assignee
문근환
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Publication date
Application filed by 문근환 filed Critical 문근환
Priority to KR1020100063880A priority Critical patent/KR20120003172A/en
Publication of KR20120003172A publication Critical patent/KR20120003172A/en

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    • 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
    • E04B1/34—Extraordinary structures, e.g. with suspended or cantilever parts supported by masts or tower-like structures enclosing elevators or stairs; Features relating to the elastic stability
    • 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
    • E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
    • E04B1/34331—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by three-dimensional 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
    • E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34384—Assembling details for foldable, separable, collapsible or retractable structures
    • 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
    • E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
    • E04B1/34815—Elements not integrated in a skeleton
    • E04B1/34861—Elements not integrated in a skeleton particular arrangement of habitable rooms or their component parts; modular co-ordination
    • 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
    • E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
    • 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
    • E04B1/38—Connections for building structures in general
    • 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
    • E04H1/005—Modulation co-ordination
    • 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
    • E04H1/02—Dwelling houses; Buildings for temporary habitation, e.g. summer houses
    • 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
    • E04H1/06—Office buildings; Banks
    • 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
    • E04H3/00—Buildings or groups of buildings for public or similar purposes; Institutions, e.g. infirmaries or prisons
    • E04H3/08—Hospitals, infirmaries, or the like; Schools; Prisons

Abstract

The present invention relates to a method of building a core building module in a modular stacking method, by manufacturing a building core structure such as an office, officetel, hospital, school, etc. in a factory in a predetermined module form so that the construction can be laminated in the field, and thus the construction cost and duration. To greatly reduce the cost.
The present invention for achieving this, the core structure 10 consisting of the elevator chamber 11, the upper and lower openings, and the staircase chamber 12 having the inclined plate 13a and the landing 13b are manufactured in a standardized modular form. Laminated construction is carried out at the construction site, characterized in that the fastening assembly is made between the holding beams 14 of each of the core structure 10 by a fastening member.

Description

Construction method of building core part of modular lamination method {A CONSTRUCTION METHOD USING MODULE TYPE CORE STRUCTURE}

The present invention relates to a core part construction method for buildings such as offices, officetels, hospitals, schools, etc. More specifically, the core part, which is the heart part of the building, is manufactured in a factory in a modular form so that the construction can be carried out in the field. In order to improve the efficiency and to reduce the air and construction costs.

In general, in the case of high-rise buildings, a core part consisting of a staircase room and an elevator room is constructed.

The current construction technology generally uses staircases, elevators, etc. in the core, and proceeds with the construction of RC (Reinforced Concrete) structures, and installs steel beams and columns around them.

This is a one-dimensional construction method in which work up to concrete placement and curing work must proceed in sequential steps for each floor. It is not suitable for cold weather construction, and it has a huge impact on the cost increase because it must comply with absolute air.

In addition, the need for high-density construction, rapid completion of construction, quality improvement, and cost reduction are increasing due to the rise of urban districts and the preference of skyscrapers.

On the other hand, as an example of the prior art, new technology 439, "Precast (PC) concrete stair method for continuous construction of staircases in reinforced concrete structures," is an improvement of the staircase wet construction by the PC method, and the wall has priority to cast concrete. After construction, it is completed by connecting PC floor board and stair board to the connection board embedded in concrete.

This conventional method has the effect of simplifying some processes such as formwork, concrete placement, and curing in the existing site, but it is not a complete industrialization method and a technology that requires site-oriented work, which has a limitation in climate change and absolute air shortening. Above all, due to the fact that the construction must be completed in the order of the individual floors, there was a problem in that the reduction of the nomination period had no effect.

Therefore, the development of industrial production technology based on factory production, and the development of a method that can be continuously reused is urgently required.

The present invention has been proposed to improve the problems in the construction of the core part of the conventional building, by maximizing the construction efficiency of the apartment house by making the core part in a standardized module form to be laminated construction in the field. There is a purpose.

In order to achieve the above object, the present invention, the core structure consisting of a lift chamber and the upper and lower openings and a staircase chamber with a slope and the landing is made in a modular form, the laminated construction is made at the construction site, but the prop of each core structure The beam is characterized in that the fastening assembly is made between each other by a fastening member.

The present invention, by manufacturing the core structure in a certain form by mass production in the factory to be laminated construction in the field to greatly reduce the construction cost and period, and to promote the efficiency of production and eco-friendly, industrialized building system effect Indicates.

1 is a schematic cross-sectional view of a modular core structure of the present invention.
2 is an enlarged view of a section A of FIG. 1 which is a module connection part in the present invention,
2a is an installation state diagram.
2b is a diagram showing separation between upper and lower modules.
2c is a coupling state between the upper and lower modules.
Figure 3 is a schematic diagram of the coupling state between the strut beam in the present invention.
Figure 4 is a core module separation state in the present invention.
Figure 5 is a core module coupling state diagram in the present invention.
6 is a plan view of the core module in the present invention.
Figure 7 is a plan view of a multi-family house with a core module of the present invention.
8 shows a module coupling structure according to another embodiment of the present invention,
8a is an exploded view of the fastening pin
8b is a fastening pin

Hereinafter, specific embodiments of the present invention will be described in detail with reference to the accompanying drawings.

First, looking at the structure of the modular core structure 10 according to an embodiment of the present invention through Figs. 1 to 3, the upper and lower portions are open for communication in the middle of the overall hexahedral shape and the movement of the elevator inside It is divided into a lift chamber 11 constituting a space and a staircase chamber 12 including a sloping plate 13a and a landing 13b constituting a step, and a holding beam 14 is integrally formed at each corner in a vertical direction. It is made up of.

On the other hand, fastening members for holding the stacking position and stacking of each core structure 10 and maintaining a stable coupling state are configured on both side beams 14.

That is, the fastening member is provided with a hook plate 20 protruding from the upper portion of the support beam 14 of the core structure 10 positioned at the lower portion as shown in FIG. 2 and having a hook hole 20 'at the center thereof. It is made of a hook insertion hole 24 formed in the support beam 14 lower portion of the core structure 10 is located.

In particular, the fastening bolts 21 and 31 are integrally formed under the hook plate 20, and the fastening holes 22 for inserting the fastening bolts 21 and 31 are formed in the upper part of the support beam 14 corresponding thereto. The fastening nut 23 is fixedly installed at the lower part of the fastening hole 22 for coupling with the fastening bolts 21 and 31.

In addition, in addition to the fastening hole 22, as shown in Figure 2c, it is preferable that a thread for processing the direct coupling with the fastening bolts 21 and 31 is formed.

For the sake of clarity, FIG. 3 shows only the strut beam 14 part of the overall structure of the core structure 10.

In the drawings, reference numeral 15 denotes a horizontal frame connected to each strut beam 14 to form an overall skeleton of the core structure 10.

The effects of the construction of the modular core structure 10 of the present invention constituting such a structure will be described with reference to FIGS. 4 to 7.

The core structure 10 forming the structure is moved to the construction site after a large number of production in the factory is made a rapid lamination construction.

In other words, in the construction site, the core structure 10 is lifted by a crane to be laminated, and at this time, a hook hole 20 'for connecting the crane wires to the hook plate 20 formed on each of the support beams 14. Since it is formed, the connection can be made easily.

In particular, the hook plate 20 can be easily attached and detached with the support beam 14, because the fastening nut 23 is integrally formed in the lower body bone hole 22 of the support beam 14 Since the inconvenience that the worker has to hold a separate nut in the holding beam 14 is eliminated, it is possible to facilitate the fastening operation.

In addition, since the screw thread is formed in the fastening hole 22, it can be seen that the fastening state with the fastening nut 21 can be added to the fastening bolt 21.

In addition, each core structure 10 is laminated to a predetermined height is due to the coupling between the hook plate 20 and the hook insertion hole 24 is laminated of the core structure 10 in the correct position as well as a stable coupling state It can be seen that can be maintained.

As the laminated construction is performed using the modular core structure 10 as described above, it can be seen that the construction can be made more quickly and the construction cost can be reduced.

On the other hand, Figure 8 shows the configuration of the fastening member of the core structure 10 according to another embodiment of the present invention.

That is, as shown, instead of the hook plate 20, a fastening pin 30 having a fastening bolt 31 formed integrally is used, and a pin insertion hole is formed at the bottom of the support beam 14 corresponding thereto. 32) is formed.

By using the pin-shaped fastening pins 30 as described above, the height adjustment of the fastening pins 30 can be easily achieved.

In other words, in the case of the hook plate 20 in the above embodiment, the angle can be inserted into the upper hook insertion hole 24 only when the rotation angle for the fastening with the fastening hole 22 faces a predetermined position. , In the case of the present embodiment is not limited to the rotation angle of the fastening pin 30, the operator can be adjusted to the appropriate protrusion height by turning the fastening pin (30).

In addition, although specific embodiments of the present invention have been described and illustrated above, it is obvious that the internal structure of the core module of the present invention may be variously modified and implemented by those skilled in the art.

However, such modified embodiments should not be understood individually from the spirit or scope of the present invention, such modified embodiments will be included within the appended claims of the present invention.

10 core structure 11: elevator room
12: staircase 13a: inclined plate
13b: landing 14: prop beam
15: horizontal frame 20: hook plate
20 ': Hook ball 21,31: Tightening bolt
22: fastening hole 23: fastening nut
24: hook insertion hole 30: fastening pin
32: pin insertion hole

Claims (6)

The core structure 10 consisting of the elevator chamber 11 having the upper and lower openings and the staircase chamber 12 provided with the inclined plate 13a and the landing 13b is manufactured in a standardized modular form, whereby the construction is performed in the construction site. Wherein, each of the core beams 10 of the core structure 10, the building core part construction method of the modular stacking method, characterized in that the fastening assembly is made between each other by a fastening member. The method according to claim 1,
The fastening member is provided with a hook plate 20 protruding from an upper portion of the support beam 14 of the core structure 10 positioned at a lower portion, and a hook hole 20 'formed at the center thereof, and a core structure 10 positioned at an upper portion thereof. Building core part construction method of the modular stacking method, characterized in that made of a hook insertion hole (24) formed at the bottom of the holding beam (14). The method according to claim 1,
The fastening member is formed below the fastening pins 30 protruding from the top of the support beam 14 of the core structure 10 positioned below, and below the support beam 14 of the core structure 10 located above. Building core part construction method of the modular stacking method, characterized in that the pin insertion hole (32). The method according to claim 2 or 3,
Fastening bolts 21 and 31 are integrally formed at the lower portion of the hook plate 20 or the fastening pin 30, and fastening for inserting the fastening bolts 21 and 31 to the upper part of the support beam 14 corresponding thereto. Building core part construction method of the modular stacking method, characterized in that the ball 22 is formed. The method of claim 4,
Building core part construction method of the modular stacking method, characterized in that the fastening nut (23) for coupling with the fastening bolts (21, 31) is integrally installed below the fastening hole (22). The method of claim 4,
The fastening hole 22 is a method of building a core module building method of the modular stacking method, characterized in that the screw thread is formed for direct coupling with the fastening bolts (21, 31).
KR1020100063880A 2010-07-02 2010-07-02 A construction method using module type core structure KR20120003172A (en)

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Application Number Priority Date Filing Date Title
KR1020100063880A KR20120003172A (en) 2010-07-02 2010-07-02 A construction method using module type core structure

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Application Number Priority Date Filing Date Title
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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101984292B1 (en) 2018-08-02 2019-05-30 동진피씨이(주) Building Core System using Precast Concrete Panel with Column
KR20190072336A (en) 2017-12-15 2019-06-25 한국건설기술연구원 Building Core System using Precast Concrete Panel with Column in the Center
KR20190072334A (en) 2017-12-15 2019-06-25 한국건설기술연구원 Building Core System using Precast Concrete Segmented Boxes with Tongue and Groove Joint
KR102052680B1 (en) * 2019-01-14 2019-12-06 주식회사 주진테크 Construction method of standing module for building
KR20190135671A (en) 2018-05-29 2019-12-09 한국건설기술연구원 Building Core System using Precast Concrete Box Shaped Modules with Connection Hardware at Corners And Core System Construction Method Using Thereof
US10638875B2 (en) 2015-12-10 2020-05-05 Alexander Senger Device and method for cleaning espresso machines
KR20200124073A (en) * 2019-04-23 2020-11-02 유병훈 Vertical core structure horizontally assembled and construction method therewith
USD945778S1 (en) 2018-10-31 2022-03-15 Alexander Senger Cleaning device for espresso machines

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10638875B2 (en) 2015-12-10 2020-05-05 Alexander Senger Device and method for cleaning espresso machines
KR20190072336A (en) 2017-12-15 2019-06-25 한국건설기술연구원 Building Core System using Precast Concrete Panel with Column in the Center
KR20190072334A (en) 2017-12-15 2019-06-25 한국건설기술연구원 Building Core System using Precast Concrete Segmented Boxes with Tongue and Groove Joint
KR20190135671A (en) 2018-05-29 2019-12-09 한국건설기술연구원 Building Core System using Precast Concrete Box Shaped Modules with Connection Hardware at Corners And Core System Construction Method Using Thereof
KR101984292B1 (en) 2018-08-02 2019-05-30 동진피씨이(주) Building Core System using Precast Concrete Panel with Column
USD945778S1 (en) 2018-10-31 2022-03-15 Alexander Senger Cleaning device for espresso machines
KR102052680B1 (en) * 2019-01-14 2019-12-06 주식회사 주진테크 Construction method of standing module for building
KR20200124073A (en) * 2019-04-23 2020-11-02 유병훈 Vertical core structure horizontally assembled and construction method therewith

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