KR101912098B1 - Structure and Construction Method for Heavy Roof Tile of Pavilion Comprising Rafters with Enhanced Buildability - Google Patents

Abstract

[0001] The present invention relates to a sphygmomanometer heavyweight roof structure and a method of constructing the sphygmomanometer having improved raft construction, wherein the roof structure of the sperm is supported by a plurality of pillars and has a tile roof, An eaves ditch connecting the adjacent columns at the upper end; A crown extending from the end of the eave through the top of each pillar to the center of the roof; A ridge supporting the upper part of the lady in the center of the roof; A flatbed mounted at the end of the eaves to connect across adjacent cadets; A rafter bearing installed to connect between neighboring mothers at a location remote from the center of the roof; Four or more rafters fixed at both ends of the flatbed and the rafter support and oriented in a direction toward the center of the roof between adjacent rafters; An opening disposed on the rafter; And a tucker installed at the end of the eaves, the teddy bear being positioned between the ridge and the rafter bearing and having a lateral thickness smaller than the bottom ridge, By combining the rafter bearing at the lower end of the upper garment with which the upper garment having a smaller lateral thickness and the lower garment having a larger lateral thickness meet, the upper garment having a lateral thickness greater than that of the upper garment The rafter support is simultaneously supported by the side of the upper ladies and the upper end of the lower ladies, and the rafter support includes a front support facing the upper end of the rafter and a bottom support supporting the bottom of the rafter upper end Wherein the front surface support and the bottom surface support are made of one integral member, The length and the installation position of the rafter support vary depending on the number of rafters installed between adjacent ones. The larger the load on the tread installed on the trunk, the greater the number of rafters installed and the more the number of rafters installed The rafter support is provided at a position further away from the ridge and is formed longer, as well as a construction method for the sperm roof.

Description

Technical Field [0001] The present invention relates to a sphygmomanometer having a rafter fixed structure,

BACKGROUND OF THE INVENTION 1. Field of the Invention [0001] The present invention relates to a roof structure and a construction method of sperm, and more particularly, to a roof structure applied to a weighing machine such as a traditional Korean meal machine and a construction method thereof. The roof structure and the construction method of the present invention include a rafter fixing structure with improved workability.

A sperm is a traditional Korean wooden house built in a place with a good view of the surrounding area, such as a mountain or a high place, It is a building.

The sperm was designed and built to form aesthetics that harmonize with nature, such as the surrounding mountains, because it was perceived and utilized as a space of style and disposition rather than a residential space.

Thus, sperm are constructed with a tile roof that provides a curvature that matches the sanshin of Korea. In order to place a tile on the roof of a sperm, the foundation stone is arranged in a square, hexagonal, or octagonal shape according to the shape of the spermatozoon do. Each of these will eventually develop in the form of private rooftops, hairy roofs, and falcon roofs.

After setting up the wooden pillars on the foundation stone, connect the upper part of the adjacent pillars to the eaves and, if necessary, install the girders across the roof between the pillars and the pillars.

Then, one for each pillar that connects the eaves and the center of the roof is installed, crossing the plains between neighboring sisters, and then walking along the rafters in line with the plains. In Korean traditional architecture, this type of roof, that is, the form of the roof where the roof corners formed by the younger woman at one corner without a ridge, is called a meeting roof.

The roof of the sperm is completed when the roof is laid on the rafter, the tile is set on the end of the eave, and the tile is placed on the roof.

The detailed structure of the sperm roof constructed in this form and the construction method thereof are disclosed in 'Sperm roof connection structure and construction method thereof' of Registration No. 10-1113991 (Announcement of Mar. 05, 2012).

As described in the above patent, when the roof of the meeting room for spermatozoa is constructed, the upper part of the rafter must be wedge-shaped in advance to smoothly install the rafter after the installation of the raising and lowering platforms.

Such rafter upper end machining work requires a considerable amount of time and has a problem of lowering the overall working efficiency.

In addition, since the sperm is a wooden structure, there is a possibility that the processing state of the rafters processed beforehand may not always be constant, and even if the processing of the rafters is constant, the interval between the raising sows may be made to exceed the error range. It may not fit perfectly between young and old. In such a case, there is a problem that the rafter may need to be further processed in the field, thereby further impeding the progress of the work.

Registered Patent No. 10-1113991 (2012.03.05. Announcement) 'SJ roof connection structure and its construction method'

SUMMARY OF THE INVENTION The present invention has been made to solve the above problems, and it is an object of the present invention to provide a weight structure and a roof structure of a sperm and a construction method thereof, in which workability is improved because a pre-

It is another object of the present invention to provide a roof structure of a weight machine and a sperm pot with improved workability because the installation density of the rafter supporting the tile can be freely adjusted according to the weight of the tile to be used, and a construction method thereof.

In order to accomplish the above object, a sphygmomanometer heavy roof structure for a sperm including an improved rafter fixing structure according to the present invention is characterized in that in a roof structure of a sperm supported by a plurality of pillars and having a tile roof, An eaves ditch connecting the adjacent columns at the upper end of the column; A crown extending from the end of the eave through the top of each pillar to the center of the roof; A ridge supporting the upper part of the lady in the center of the roof; A flatbed mounted at the end of the eaves to connect across adjacent cadets; A rafter bearing installed to connect between neighboring mothers at a location remote from the center of the roof; Four or more rafters fixed at both ends of the flatbed and the rafter support and oriented in a direction toward the center of the roof between adjacent rafters; An opening disposed on the rafter; And a tucker installed at the end of the eaves, the teddy bear being positioned between the ridge and the rafter bearing and having a lateral thickness smaller than the bottom ridge, By combining the rafter bearing at the lower end of the upper garment with which the upper garment having a smaller lateral thickness and the lower garment having a larger lateral thickness meet, the upper garment having a lateral thickness greater than that of the upper garment The rafter support is simultaneously supported by the side of the upper ladies and the upper end of the lower ladies, and the rafter support includes a front support facing the upper end of the rafter and a bottom support supporting the bottom of the rafter upper end Wherein the front surface support and the bottom surface support are made of one integral member, The length and the installation position of the rafter support vary depending on the number of rafters installed between adjacent ones. The larger the load on the tread installed on the trunk, the greater the number of rafters installed and the more the number of rafters installed The rafter support may be installed at a further distance from the ridge and may be formed longer.

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The height of the bottom support of the razor support in the vertical direction may be 15-25% of the thickness of the rafter.

According to another aspect of the present invention, there is provided a method for constructing a sphygmomanometer heavy roof having a rafter fixing structure with improved workability, the method comprising: disposing a plurality of foundation stones in a predetermined shape; Establishing a column on the foundation stone; Connecting the upper portions of adjacent columns with an eaves; Installing one daughter for each column connecting the eaves and the center of the roof; A step of installing a flatbed connecting between the lower ends of the adjacent cuddles; Installing a rafter support connecting between neighboring mothers at a location remote from the center of the roof; Hanging the rafters so that the rafters are oriented in the direction toward the center of the roof, with four or more rafters so that both ends of the rafters are fixed to the flat top and the rafter support, respectively; Stepping on the rafters; Installing a tongue at the end of the eaves; And installing a tile on the tee, wherein the tee is located between the roof center and the rafter bearing and has a lateral thickness less than that of the lower tee, and between the rafter base and the eave tip And wherein said upper garment having a smaller lateral thickness and said lower garment having a larger lateral thickness meet said lower garment, said lower garment having a lateral thickness greater than said upper garment, The rafter support is simultaneously supported by the side of the upper cowl and the upper end of the lower cowl, the length and installation position of the razor cradle varying according to the number of rafters installed between adjacent cowls, The greater the load on the tile installed above, the greater the number of rafters installed, The lower the number of beams to be much the rafter foot may be formed and installed on a position further away from the ridge longer.

According to the heavy weight and the roof construction and the construction method of the sperm including the rafter fixing structure with improved workability according to the present invention, it is necessary to perform the additional processing at the construction site before the rafter end is processed in advance There is no fear of occurrence, and the workability is improved, so that there is an excellent effect that the sperm roof construction can be performed more efficiently.

In addition, since the installation density of the rafters, that is, the number of rafters installed between the mothers and the mothers, can be increased or decreased relatively freely, it is possible to reduce the number of rafters using a roof having a relatively lightweight tile- There is an advantage that it is possible to cope with construction all.

Furthermore, it is advantageous in that the roof of the sperm can be easily aesthetized by providing the roof structure of the sperm which is easy to install the sperm, which is different from the usual meeting roof.

1 is a view showing the appearance of a conventional sperm.
2 is a partially cutaway cross-sectional view showing an embodiment of a roof structure of a sperm according to the present invention.
3 is a view showing an embodiment of a framework of a sperm roof structure according to the present invention.
4 is a view showing another embodiment of a framework of a sperm roof structure according to the present invention.
5 is a view showing a fixing structure of a rafter and a rafter support in a roof structure of a sperm according to the present invention.
6 is a view showing a ridge in a roof structure of a sperm according to the present invention.
7 is a flowchart illustrating a method of constructing a sperm roof according to the present invention.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, with reference to the accompanying drawings, a sphygmomanometer heavy roof structure including an improved rafter fixing structure according to the present invention and a construction method thereof will be described in detail.

Referring to Fig. 1, a typical sperm is composed of a base 10, a column 20 made mainly of wood, a floor 30, a railing structure 40, and a roof structure 50.

The roof and the floor of the sperm may be shaped like a square, a pentagon, a hexagon, a hexagon, an octagon, etc. The number of the foundation 10 is determined according to the shape thereof. The number of the pillars 20 is also determined to be the same as the number of the foundation blocks 10.

The sperm floor 30 and the guardrail structure 40 are not described in the present invention, and therefore, a detailed description thereof will be omitted.

The roof structure 50 mainly comprises a wooden frame 100 constituting a skeleton of a roof structure and a tile roof 200 which functions to protect the sperm from rain and wind while enhancing the appearance of the sperm by being mounted on the frame 100 ).

The present invention particularly relates to a wooden frame (100).

The wooden frame 100 of the roof structure 50 includes an eaves or a middle beam 110 connecting the upper ends of the columns to each other between adjacent columns, a ridge or elbow 120 extending from the eave end to the center of the roof through the upper ends of the columns, A ridge 130 that supports the upper end of the caterpillar 120 at the center of the roof, a leveling platform 140 that is installed to connect across the gap between adjacent caterpillars 120 at the eave end, And at least one rafter 160 having both ends fixed to the leveling rods 140 and the rafters 150. The rafters 150 are connected to each other at a predetermined angle. (Not shown) may be provided under the eaves 110 at the upper portion of the column 20 in some cases.

The ridge 130 in the present specification refers to a floor portion formed horizontally at the top of a roof from a roof of a house or a roof of a traditional house. It should be noted that

The eaves or relief 110 connects the upper ends between the adjacent pillars, that is, between the pillars located immediately to the left or right, thereby restraining the pillars from each other. In some cases, after installing the eaves 110, additional girders (not shown) may be provided, which are structural members interconnecting the opposed columns or interconnecting one or both of the adjacent columns do.

The moth or jangbok 120 is a structural member that extends from the center of the roof, that is, from the ridgeline 130 to the end of the eave, and is a portion where a roof is formed by a sukiwa after the roof is completed. Since the ladies 120 extend from the crest 130 to the end of the eave through the upper ends of the columns, they are coupled to the upper ends of the columns. The upper end of the cunning woman 120 is supported by a crest 130 located at the center of the roof as mentioned above. The ridge 130 is formed by being recessed inwardly by the number of ladies along its circumference, and the bottom surface is provided with a groove 133 to be supported so that the upper end of the ladies can be engaged with the groove (see FIG. 6).

At the lower end of the caterpillar 120, there is provided a counterweight 140 connecting the adjacent caterpillars 120 to each other. Looking at the roof structure of traditional buildings such as sperm, hanok, and so on, the eaves are raised from the central part to both ends when viewed from the front. The angles have the effect of improving the aesthetics by correcting the illusion phenomenon where the both ends of the roof eaves are seated down. The basic member forming the angles is the flat member (140), so that the flat member (140) do.

In order to maximize the improvement of the aesthetics due to the formation of the angles, a triangular-shaped member, which is a triangular-shaped member, may be provided at both ends of the flat base 140. Thus, the curved line formed by the rafter 160 is formed by the flat base 140 A curved line having a larger curvature than the curved line is formed.

In the present invention, a rafter support 150 is provided at the center of the roof, that is, at a position spaced from the crest 130 by a certain distance, connecting the adjacent cradle. The rafter support 150 is a member that supports and supports the upper end of the rafter 160 as its name suggests.

The position of the rafter support 150 depends on the installation density of the rafter 160, that is, how many rafters 160 are desired to be installed between the adjacent mothers 120.

If the tile to be used for the sperm roof is a traditional Korean tile, its weight is equivalent, so the wooden frame also needs to be made strong. Therefore, it is preferable to install the rafters in consideration of the load applied to the roof frame. In this case, the rafter support 150 may be installed so as to connect the child support member 120 at a slightly lower position.

For example, if a rafter has a diameter of 100 mm and eight rafters 160 are to be installed between adjacent ladies 120, the rafter support 150 should be at least 800 mm long, Lt; RTI ID = 0.0 > 120 < / RTI >

This is a part that can be determined in advance at the design stage of the sperm, and there is almost no possibility of sudden change at the construction stage. Therefore, compared to the conventional sperm roof structure and its construction method, .

Also, when the sperm of the same shape is applied to two or more places but the tile to be used is different, all other designs are used in the same way, and the number of different rafters is determined according to the tile load, Since it is possible to cope with only by determining the length and the installation position of the tile 150, there is an advantage that the design cost can be reduced, and even if a design change that requires changing the tile type during construction takes place, .
That is, the length and the installation position of the razor support 150 vary depending on the number of the rafters 160 installed between the adjacent cannons 120. As the load on the tren installed on the trunk 180 increases, As the number of rafters 160 installed increases, the rafter support 150 is installed at a position further away from the crest 130 and is formed longer as the number of the rafters 160 installed increases .

As shown in FIG. 5, the rafter support 150 may include a front support 151 facing the upper end of the rafter 160 and a bottom support 153 supporting the bottom of the rafter upper end. That is, the rafter support 150 may be formed of 'b' shape. This structure of the rafter support 150 enables provisional installation so that the rafter 160 does not move even before it is completely fixed between the rafter support 150 and the flat rafter 140. Thus, So that the installation work can be performed more efficiently. The rafter support 150 is divided into a front support 151 and a bottom support 153 for convenience of explanation of the rafter support 150 as described later. It does not mean that it is made up of parts. Rather, the rafter support 150 may be a single integral member.

The height of the bottom support 153 of the rafter support 150 in the vertical direction is preferably 15-25% of the thickness of the rafter 160. If the height of the bottom support 153 is less than 15% of the thickness of the rafter 160, sufficient strength to support the rafter 160 may not be maintained or the rafter support 150 may be damaged, There is a fear that the image may be separated from the image sensor 151. If the height of the bottom support 153 is greater than 25% of the thickness of the rafter 160, the rafter support 150 will become too thick to take up more material and will have a negative impact on the aesthetics in the sperm I am crazy.

The rafter 160 is fixed at both ends thereof to the flat member 140 and the rafter support 150. As mentioned above, the rafter 160 is divided into two groups depending on the type of tile to be used on the roof, And can be adjusted and installed. In the heavy weight and the roof structure according to the present invention, it is preferable that four or more rafters (160) are installed between adjacent ladies (120). In addition, the rafters 160 are oriented so as to face the center of the roof so that the rafters 160 are disposed in a fan shape as a whole, so that the load on the tile board can be evenly supported .

As shown in FIG. 3, the second daughter 120 may be made to have a uniform thickness as a whole, but may be made to have a thickness variation as shown in FIG. In other words, a caterpillar 120 formed of one integral member is disposed between the upper cowl 121 and the rafter support 150 positioned between the crest 130 and the rafter support 150, In the case of the cow unit 123, the cow unit 120 may be formed such that the lateral thickness of the upper cow unit 121 is smaller than the lateral thickness of the lower cow unit 123.

Such a structure may help to form a more rigid coupling between the bead 120 and the rafter rest 150. That is, when the rafter support 150 is joined to the lower end of the upper garment 121 where the upper garment 121 having a smaller lateral thickness and the lower garment 123 having a larger lateral thickness meet, 121 and the upper end of the lower cowl 123 so that the cowl 120 and the rafter cowl 150 made up of the upper cowl 121 and the lower cowl 123 having different lateral thicknesses, Can be formed more firmly as compared with the coupling between the raisin 120 and the rafter rest 150 made to have a uniform thickness as a whole.

After the installation of the rafter 160 is completed, the tile 200 can be placed on the tile 180 after the tile 180 is laid on the rafter 160 and the tile 190 is installed at the end of the tile.

The roof structure of the sperm according to the present invention has an advantage that the beauty of the roof can be improved in addition to the advantage that the rafter 160 can be installed more easily and efficiently.

That is, in order to improve the aesthetics of the ceiling seen from the inner side of the spermatozoa in the past, there has been a case where a half-barrel was installed, but the conventional structure of the sperm roof made it difficult to install a half-barrel. However, in the sperm roof structure according to the present invention, it is possible to relatively easily mount and fix the semicircle on the lower end of the razor bearing 150, thereby making it possible to easily improve the aesthetic appearance inside the roof of the sperm.

Hereinafter, a method of constructing a sphygmomanometer and a roof using the rafter fixed structure according to the present invention will be described.

A method for constructing a sperm roof according to the present invention includes the steps of arranging a plurality of foundation stones in a predetermined form (S110), building a column on a foundation (S120), connecting the upper part of adjacent columns to an eaves (S130) (S140), a step (S150) of installing a flatbed connecting across the lower ends of the adjacent ladies (S150), a step (S150) of spacing the center of the roof from the center of the roof (S160); a step (S170) of raising the rafters toward the center of the roof (S170), raising the rafters so that both ends of the rafters and the rafter support are fixed to each other (S180), installing a tongue at the end of the eaves (S190), and installing a tile (S200) on the open top.

10: Foundation stone 20: Column
30: Floor 40: Railing structure
50: roof structure 100: wooden frame
110: The eaves of the eaves (Intermediate) 120:
130: Ridgeline 140: Hyojongdae
150: rafter 160: rafter
180: Deck 190: Soft
200: roof tiles

Claims (5)

In a roof structure of a sperm supported by a plurality of columns and having a tile roof,
An eaves ditch connecting the adjacent pillars at the upper end of the plurality of pillars;
A crown extending from the end of the eave through the top of each pillar to the center of the roof;
A ridge supporting the upper part of the lady in the center of the roof;
A flatbed mounted at the end of the eaves to connect across adjacent cadets;
A rafter bearing installed to connect between neighboring mothers at a location remote from the center of the roof;
Four or more rafters fixed at both ends of the flatbed and the rafter support and oriented in a direction toward the center of the roof between adjacent rafters;
An opening disposed on the rafter; And
An abutment installed at the end of the eaves;
And,
The ladies being positioned between the ridges and the rafter bearing and having a lateral thickness less than the lower ladies and a lower ladder positioned between the rafter lid and the eave ends and having a lateral thickness greater than the top ladies under,
By joining the rafter bearing to the lower end of the upper garland where the upper garland having a smaller lateral thickness and the lower garland having a larger lateral thickness meet, the railing support is guided by the side of the upper garland and the upper end of the lower garland Simultaneously,
Wherein the rafter support comprises a front support facing the upper end of the rafter and a bottom support supporting the bottom of the rafter upper end, wherein the front support and the bottom support are made of one integral member,
The length and the installation position of the rafter support vary depending on the number of rafters installed between adjacent ones. The larger the load on the tread installed on the trunk, the greater the number of rafters installed and the more the number of rafters installed And the rafter support is provided at a position further away from the ridge and is formed longer.
A sphygmomanometer heavy roof structure comprising a rafter fixed structure with improved buildability. delete delete The method according to claim 1,
Wherein the height of the bottom support of the rafter support in the vertical direction is 15-25% of the thickness of the rafter.
A sphygmomanometer heavy roof structure comprising a rafter fixed structure with improved buildability. Arranging a plurality of foundation stones in a predetermined form;
Establishing a column on the foundation stone;
Connecting the upper portions of adjacent columns with an eaves;
Installing one daughter for each column connecting the eaves and the center of the roof;
A step of installing a flatbed connecting between the lower ends of the adjacent cuddles;
Installing a rafter support connecting between neighboring mothers at a location remote from the center of the roof;
Hanging the rafters so that the rafters are oriented in the direction toward the center of the roof, with four or more rafters so that both ends of the rafters are fixed to the flat top and the rafter support, respectively;
Stepping on the rafters;
Installing a tongue at the end of the eaves; And
Installing a tile on the open top;
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The upper ladies being positioned between the roof center and the rafter bearing and having a lateral thickness less than the lower ladies and a lower ladder positioned between the rafter ladder and the eave end and having a lateral thickness greater than the upper ladies Lt; / RTI &
By joining the rafter bearing to the lower end of the upper garland where the upper garland having a smaller lateral thickness and the lower garland having a larger lateral thickness meet, the railing support is guided by the side of the upper garland and the upper end of the lower garland At the same time,
The length and the installation position of the rafter support vary depending on the number of rafters installed between adjacent ones. The larger the load on the tread installed on the trunk, the greater the number of rafters installed and the more the number of rafters installed And the rafter support is provided at a position further away from the ridge and is formed longer.
A method of constructing a sphygmomanometer heavy roof and a roof comprising a rafter fixed structure with improved workability.

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