KR102262169B1 - A pillar assembly of movable HANOK structure - Google Patents

Abstract

The present invention relates to a column assembly of a mobile hanok structure, and more particularly, to a mobile hanok structure that enables transport by modularizing the hanok structure, as well as increasing the structural rigidity of the column frame to ensure stable transport. It relates to a column assembly.
To this end, a steel frame constituting the lower frame of the hanok structure; a fixing rod fixed to the steel frame and protruding upward of the steel frame; a cornerstone having a through hole through which the fixing rod passes in the up and down directions; and a column having an insertion groove into which the fixing rod protruding upward through the through hole of the cornerstone is inserted, the fixing rod is formed in a hollow shape, and a fixing coupling hole is formed on the outer circumferential surface of the fixing rod, and the pillar has the A pillar coupling hole corresponding to the fixed coupling hole is formed to pass through the insertion groove, and it is inserted into the fixed coupling hole through the pillar coupling hole and includes a constraint pin for constraining the pillar to the fixing rod, and is fixed around the fixing rod A gap flange for generating a gap between the rod and the cornerstone is formed to have a larger diameter than that of the fixed rod in the concentric direction of the fixed rod, and the gap flange is provided with a column assembly of a movable hanok structure in which upper and lower flange holes are formed.

Description

A pillar assembly of movable HANOK structure

The present invention relates to a column assembly of a mobile hanok structure, and more particularly, to a column assembly of a mobile hanok structure in which transport efficiency can be increased by increasing the structural rigidity of the column of a prefabricated hanok module.

Hanok refers to a building built in the traditional Korean architectural style. The hanok is eco-friendly, healthy, has a unique traditional beauty that cannot be compared with the traditional architecture of any country in the world, and above all, it stands out in harmony with nature. This has the advantage of providing psychological stability to residents.

In the above-mentioned construction of hanok, the foundation work is first carried out on the site to be built, the foundation stone is placed in the place where the pillar is to be erected, the pillar is erected on the foundation stone, and the space is formed by crossing the cross beam and the middle beam on the pillar in the horizontal and vertical directions. do.

Then, a floor with an ondol is formed on the inner floor of the space, and between the pillars and the pillars are blocked with earth bricks or windows to divide the room and the floor, and the roof is formed by placing tiles on the rafters or parapets.

1 is a view showing a part of the general structure of the above-described hanok. Referring to FIG. 1, in the hanok, pillars 11 are built on top of a cornerstone 10, and between these pillars 11, from top to bottom. A lintel (12a), a lintel (12b) and a lintel (12c) are installed.

In addition, the dori 16 is located on the upper part of the pillar 11, and the roof is installed on the dori 16.

At this time, since the traditional hanok structure has a heavy roof, it is a structure capable of resisting lateral force even if the foundation stone 10 and the pillar 11 are not connected to each other.

On the other hand, the above-described traditional hanok structure is constructed by processing wood to suit the purpose at the construction site and constructing each hanok member. This series of construction processes takes a lot of time until the final construction of the hanok.

In addition, since the hanok members are not modularized or parts, the hanok members are directly processed and used at the construction site, so there is a problem of low precision and handling, and thus there is a problem that the insulation is weak.

In other words, since the building members of hanok are not standardized and the materials are processed on site to meet the specifications of the site, there is a problem in that the time and workmanship increase and the work productivity decreases as the precision decreases.

In order to solve this problem, in recent years, the demand for mobile hanok structures with low construction costs and a shortened construction period is rapidly increasing.

The mobile hanok structure can function not only as accommodation facilities such as pensions, but also as villas and residential spaces. It also has the advantage of reducing the construction cost.

In addition, since the thermal insulation structure of a modern building can be applied, the thermal insulation property can also be improved.

However, in the aforementioned mobile hanok structure, it is difficult to apply the column structure of the traditional hanok structure according to the prior art to the mobile hanok structure as it is, and if the structural rigidity between the column and the cornerstone is not supported, when transporting the hanok structure through a vehicle There is a problem that the structure can be damaged.

Accordingly, there is a need for a technical configuration that can increase the structural rigidity of the pillars of the mobile hanok structure and the convenience of construction.

Republic of Korea Registration No. 10-1209891

The present invention has been devised to solve the above problems, and it is an object of the present invention to modularize and transport a hanok structure through assembly, but to increase the structural rigidity of the pillars of the hanok structure, so that when transporting using a vehicle, the hanok structure It is intended to provide a pillar assembly of a mobile hanok structure that prevents damage.

The present invention, in order to achieve the above object, a steel frame constituting the lower frame of the hanok structure; a fixing rod fixed to the steel frame and protruding upward of the steel frame; a cornerstone having a through hole through which the fixing rod passes in the up and down directions; and a post having an insertion groove into which the fixing rod protruding upward through the through hole of the foundation stone is inserted, the fixing rod is formed in a hollow shape, and a fixing coupling hole is formed on the outer circumferential surface of the fixing rod, and the pillar has the A pillar coupling hole corresponding to the fixed coupling hole is formed to pass through the insertion groove, and it is inserted into the fixed coupling hole through the pillar coupling hole and includes a constraint pin for constraining the pillar to the fixing rod, and is fixed around the fixing rod A gap flange for generating a gap between the rod and the cornerstone is formed to have a larger diameter than that of the fixed rod in the concentric direction of the fixed rod, and the gap flange is provided with a column assembly of a movable hanok structure in which upper and lower flange holes are formed.

At this time, the fixing rod is formed in a hollow (middle space), a fixing coupling hole is formed on the outer circumferential surface of the fixing rod, and a pillar coupling hole corresponding to the fixing coupling hole is formed on the pillar to pass through the insertion groove, and through the pillar coupling hole It is preferable to include a restraining pin inserted into the fixed coupling hole to constrain the column to the fixed rod.

In this case, it is preferable that the fixed coupling hole penetrates both sides of the fixing rod, and the column coupling hole penetrates both sides of the pillar.

In addition, it is preferable that the fixed coupling hole and the column coupling hole are formed at a position higher than the foundation stone.

The pillar assembly of the movable hanok structure according to the present invention has the following effects.

First, by constructing a floor frame of a hanok structure using a steel frame and assembling a column assembly on the steel frame, the hanok structure can be modularized, so that it can be transported.

At this time, since the structural rigidity between the pillar and the steel frame can be increased, there is an effect that can prevent damage due to vibration even during transportation using a vehicle.

Second, since it is possible to increase the support rigidity against external force while maintaining the aesthetic sense of the traditional pillar appearance of the hanok, there is an effect of increasing the structural rigidity of the pillar assembly.

Furthermore, since the structural rigidity of the entire hanok structure can be increased, seismic efficiency can be improved.

Third, there is an effect of increasing the work convenience for the construction of the column assembly.

In a state in which the fixing rod is fixed to the steel frame, the foundation stone and the wooden pillar are coupled to the upper side of the fixing rod, thereby increasing work convenience for the construction of the pillar assembly.

1 is a view showing the side of a traditional hanok according to the prior art
Figure 2 is an exploded perspective view showing a column assembly of a movable hanok structure according to a preferred embodiment of the present invention;
3 is a perspective view showing a column assembly of a movable hanok structure according to a preferred embodiment of the present invention;
4 is a cross-sectional view showing a pillar assembly of a movable hanok structure according to a preferred embodiment of the present invention;
5 is an exploded perspective view showing the main part of a pillar assembly of a movable hanok structure according to another embodiment of the present invention;
6 is a cross-sectional view showing a column assembly of a movable hanok structure according to another embodiment of the present invention;
7 is a photograph showing a state in which the hanok structure in which the pillar assembly of the movable hanok structure according to the present invention is installed is being transported.

The terms or words used in the present specification and claims are not to be construed as limited to their ordinary or dictionary meanings, and on the principle that the inventor can appropriately define the concept of the term in order to best describe his invention. It should be interpreted as meaning and concept consistent with the technical idea of the present invention.

Hereinafter, a column assembly of a movable hanok structure according to a preferred embodiment of the present invention will be described with reference to the accompanying FIGS.

The pillar assembly of the movable hanok structure was modularized in a prefabricated manner to enable transport of the hanok structure and to increase the structural rigidity of the pillar.

As shown in FIGS. 2 and 3, the pillar assembly of the movable hanok structure includes a steel frame 100, a fixed rod 200, a cornerstone 300, a pillar 400, and a restraining pin 500. include

The steel frame 100 constitutes the lower frame of the hanok structure, and is preferably made of metal for rigidity. Since a typical hanok structure is provided in a rectangular shape, the steel frame 100 is also provided in a rectangular frame. The steel frame 100 is preferably provided as an H-beam, and is provided in a rectangular frame as shown in FIG. 2 by binding a plurality of H-beams. Of course, the steel frame 100 is not limited to the H-beam, and may be provided with a metal steel material,

The fixing rod 200 is a configuration for fixing the pillar 400 on the steel frame 100 , and is fixed to the steel frame 100 . The fixing rod 200 supports the lateral force applied to the pillar 400 , and is preferably made of metal for rigidity. The fixing rod 200 is made in the form of a hollow, it is preferable to be fixed to the steel frame 100 through welding. The fixing rod 200 in a state of being fixed on the steel frame 100 is directed upward of the steel frame 100 .

A coupling hole communicating with the inside of the hollow is formed on the outer circumferential surface of the fixing rod 200 . The coupling hole is referred to as a fixed coupling hole 210 for convenience of description. The fixing coupling hole 210 is a configuration for coupling the pillar 400 to the fixing rod 200 to be described later, and is preferably formed in plurality in the height direction of the fixing rod 200 . The fixing coupling holes 210 are formed on both sides of the fixing rod 200 , and the fixing coupling holes 210 on both sides of the fixing rod 200 are opposed to each other.

The cornerstone 300 is a configuration that supports the pillar 400, and provides an aesthetic feeling of a traditional hanok. The cornerstone 300 may be provided with a variety of materials that can be applied to modern new hanok, but is preferably a stone material to highlight the aesthetics of hanok.

In the center of the cornerstone 300, a through hole 310 penetrating in the upward and downward directions is formed. The through hole 310 is a passage for the fixing rod 200 to pass through the cornerstone 300 for coupling with the pillar 400, and by the position guide and the lateral force of the through hole 310 on the fixing rod 200. It serves to be constrained to the fixing rod 200 so that the cornerstone 300 does not move.

The height of the cornerstone 300 is preferably less than the lowest point of the fixed coupling hole 210 formed in the fixed rod 200 . This is to prevent the foundation stone 300 from blocking the fixed coupling hole 210 when the constraining pin 500 to be described later is inserted into the fixed coupling hole 210 . As described above, as the height of the cornerstone 300 is less than the lowest point of the fixed coupling hole 210, upward of the cornerstone 300 when the fixed rod 200 passes through the through hole 310 of the cornerstone 300. The fixing rod 200 is in a protruding state.

As can be seen from the name, the pillar 400 serves as a pillar of the hanok structure, and is coupled to the fixed rod 200 protruding upward of the foundation stone 300 . An insertion groove 410 into which the fixing rod 200 can be inserted is formed in the lower portion of the pillar 400 . To be precise, the insertion groove 410 is formed to a predetermined depth from the bottom of the pillar 400 to the inside of the pillar 400 . The diameter of the insertion groove 410 corresponds to the diameter of the fixing rod 200 , and also corresponds to the diameter of the through hole 310 of the cornerstone 300 .

A coupling hole 420 is formed on the side of the pillar 400 as shown in FIG. 2 . The coupling hole 420 is configured to allow the post 400 to be coupled to the fixing rod 200 , and is formed through the insertion groove 410 . The coupling hole 420 formed in the pillar 400 is referred to as a pillar coupling hole 420 for convenience of description. The column coupling hole 420 corresponds to the fixed coupling hole 210 protruding upward of the cornerstone 300 , and a constraint pin 500 to be described later is inserted thereinto. The column coupling hole 420 may be formed only on one side of the column 400 , or may be formed on both sides of the column 400 .

The constraining pin 500 serves to constrain the pillar 400 on the fixing rod 200 , and is formed to be inserted into the fixing coupling hole 210 through the pillar coupling hole 420 . It is also possible to constrain the column 400 only with the fixing rod 200 without the restraining pin 500 , but on the steel frame 100 by constraining the side of the column 400 to the fixing rod 200 using the restraining pin 500 . The coupling force of the pillar 400 may be further strengthened.

Hereinafter, the coupling of the pillar assembly of the movable hanok structure having the above configuration will be described.

In a factory that manufactures a mobile hanok structure, a worker manufactures a lower frame with a steel frame 100 according to the size of the hanok structure in consideration of the construction design.

The operator welds and fixes the fixing rod 200 at each installation site of the pillar 400 of the steel frame 100 .

The operator couples the cornerstone 300 to the fixing rod 200 . The fixing rod 200 passes through the through hole 310 of the cornerstone 300 and protrudes upward of the cornerstone 300 .

There is a gap between the fixed rod 200 and the through hole 310 of the cornerstone 300, and the operator has the fixed rod 200 and the through hole 310 so that the movement of the cornerstone 300 does not occur on the fixed rod 200. It is preferable to inject an adhesive means into the gap generated between them. The bonding means is preferably a chemical injection solution, but is not limited to a chemical injection solution.

The operator lowers the pillar 400 from above the cornerstone 300 and inserts the fixing rod 200 into the insertion groove 410 of the pillar 400 . The bottom surface of the pillar 400 is supported on the upper surface of the foundation stone 300 , and the fixed coupling hole 210 and the pillar coupling hole 420 correspond to each other.

The operator fastens the constraint pin 500 through the column coupling hole 420 and the fixed coupling hole 210 .

Thus, the production of the pillar assembly in the factory is completed.

The operator completes the mobile hanok structure module by additionally assembling the floor and walls to the column assembly through a series of processes.

The worker transports the completed mobile hanok structure module to the construction site using a loading vehicle as shown in FIG. 7 . The mobile hanok structure module is equipped with a shape as a hanok structure upward based on the steel frame 100, which can be easily transported through a loading vehicle as a heavy object.

After the mobile hanok structure module arrives at the construction site, it is provided as a hanok structure as a residential space through a series of finishing works.

On the other hand, as another embodiment of the present invention, it provides a structure for strengthening the bonding force between the fixed rod and the cornerstone.

Prior to description, the same components as those of the preferred embodiment are denoted by reference numerals, and will be described with reference to FIGS. 5 and 6 attached thereto.

As shown in FIG. 5 , a clearance flange 220 is formed around the fixing rod 200 . The gap flange 220 is configured to sufficiently effectively generate a gap between the cornerstone 300 and the fixed rod 200 so that the chemical injection solution can be sufficiently effectively injected between the fixed rod 200 and the through hole 310 . The clearance flange 220 is formed to have a larger diameter than that of the fixing rod 200 in the concentric direction of the fixing rod 200 , and is formed in the lower portion of the fixing rod 200 . The clearance flange 220 has upper and lower penetrating flange holes 221 are formed.

The flange hole 221 communicates both sides of the gap flange 220 when the chemical injection liquid is introduced into the through hole 310 of the cornerstone 300 and allows the chemical injection liquid to coagulate with the cornerstone 300 and the fixed rod. (200) is a configuration to maximize the bonding force between. It is preferable that the flange hole 221 is formed in plurality in the clearance flange 220 .

It is preferable that the guide wall 320 is further formed along the upper edge of the cornerstone 300 . The pillar 400 is seated on the upper surface of the foundation stone 300 , and the guide wall 320 is provided for a position guide of the pillar 400 and stability of the pillar 400 .

In order to construct the pillar assembly of the above configuration, the operator passes the fixing rod 200 through the through hole 310 of the cornerstone 300 to seat the cornerstone 300 on the steel frame 100 . The position of the cornerstone 300 may be guided in a state centered on the fixing rod 200 by the clearance flange 220 .

The operator injects the chemical injection solution into the through hole 310 of the foundation stone 300 . The chemical injection solution fills up from the bottom of the through hole 310 under the clearance flange 220 through the flange hole 221 of the clearance flange 220, and as the chemical injection solution hardens, the fixing rod 200 and the foundation stone 300 ) are tightly coupled to each other.

The operator descends the pillar 400 from above the fixing rod 200 protruding upward of the cornerstone 300 , and inserts the fixing rod 200 into the insertion groove 410 . The pillar coupling hole 420 and the fixed coupling hole 210 correspond to each other, and the operator constrains the pillar 400 to the fixing rod 200 using the constraining pin 500, so that the pillar ( 400) the binding is complete.

The worker constructs the floor and walls through a series of processes to complete the mobile hanok structure module.

The worker transports the completed mobile hanok structure module to the construction site using a loading vehicle as shown in FIG. 7 . The mobile hanok structure module is equipped with a shape as a hanok structure upward based on the steel frame 100, which can be easily transported through a loading vehicle as a heavy object.

After the mobile hanok structure module arrives at the construction site, it is provided as a hanok structure as a residential space through a series of finishing works.

As described so far, the pillar assembly of the movable hanok structure according to the present invention has a feature of increasing the structural rigidity of the pillar in consideration of the characteristics of movement and transport. Accordingly, the mobile hanok structure is not damaged even if an external force is generated due to vibration or the like in the process of being transported through a vehicle. That is, the pillar assembly of the mobile hanok structure is optimized for the movement and transport of the mobile hanok structure.

Although the present invention has been described in detail with respect to the described embodiments, it is obvious to those skilled in the art that various changes and modifications are possible within the scope of the technical spirit of the present invention, and it is natural that such variations and modifications belong to the appended claims.

100: steel frame 200: fixed rod
210: fixed coupling hole 220: play flange
221: flange ball 300: cornerstone
310: through hole 320: guide wall
400: pillar 410: insertion groove
420: column coupling hole 500: constraint pin

Claims (4)

a steel frame constituting the lower frame of the hanok structure;
a fixing rod fixed to the steel frame and protruding upward of the steel frame;
a cornerstone having a through hole through which the fixing rod passes in the up and down directions; and
and a column having an insertion groove into which the fixing rod protruding upward through the through hole of the cornerstone is inserted,
The fixing rod is formed in a hollow (centered),
A fixing coupling hole is formed on the outer circumferential surface of the fixing rod, and a pillar coupling hole corresponding to the fixing coupling hole is formed in the pillar to pass through the insertion groove,
and a restraining pin inserted into the fixed coupling hole through the pillar coupling hole to constrain the pillar to the fixing rod,
On the circumference of the fixed rod, a gap flange for generating a gap between the fixed rod and the cornerstone is formed to have a larger diameter than the fixed rod in the concentric direction of the fixed rod, and the play flange has a flange hole penetrating up and down. pole assembly. delete According to claim 1,
The fixed coupling hole penetrates both sides of the fixed rod, and the pillar coupling hole penetrates both sides of the pillar. 4. The method of claim 1 or 3,
The fixed coupling hole and the pillar coupling hole is a movable hanok structure pillar assembly, characterized in that formed at a position higher than the foundation stone.

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