KR101049004B1 - Dome structure and method for construction the same - Google Patents

Abstract

PURPOSE: A dome structure and a construction method thereof are provided to achieve connection of an auxiliary gusset to a strut on a main gusset on the ground. CONSTITUTION: A main gusset comprising an upper main gusset and a lower main gusset is arranged(S10). A first strut is inserted between the upper main gusset and the lower main gusset(S20). A first auxiliary gusset is assembled(S30). A process of second to fourth struts being assembled is repeated(S40). The shoe of the frame end of a dome structure is assembled with a shoe base(S50).

Description

Dome structure construction method and dome structure using the same {Dome structure and method for construction the same}

The present invention relates to a method of constructing a dome structure and a dome structure using the same, and more particularly, after placing a main gusset at a point that is the center of the dome structure, using a strut and an auxiliary gusset as a starting point of the main gusset. After connecting in the form of a mesh (polygon including triangle, square, etc.) as much as the size, the construction method of the dome structure is suggested so that the shoe base assembled in the upper part of the building and the shoe assembled in the dome structure are assembled and fixed to each other. It relates to a dome structure to be manufactured.

There are many conventional technologies related to the dome structure. Among them, the prefabricated dome house, which is typically Korean Patent Publication No. 10-0932795, assembles a wall of a building and combines a domed roof on the top of the wall to form a prefabricated dome house. In the forming, the domed roof is formed by assembling a pentagonal member formed by combining five triangular members and a hexagonal member formed by arranging six triangular members to each other, and the wall is a plate-shaped unit corresponding to the end shape of the domed roof. A plurality of wall members are formed by assembling each other, and three side surfaces of the triangular member and upper and left and right side surfaces of the wall member are formed with a coupling bar groove having a 'C' shape along the side surface, between the triangular members and the wall member. Join bars having a cross section '8' between each other and between the triangular member and the wall member are adjacent to each other. At the same time, there was a technology for coupling to each other by being fitted to the coupling bar groove of the members.

According to the related art, since the point where the triangular members are assembled to each other is sharp as the dome roof is manufactured using the triangular members, the appearance is not smooth and the wiring is bad.

In addition, the dome-shaped roof is installed only when a plurality of plate-type unit wall members are separately installed and installed on the wall, so that a separate process for the wall member is required, so that the construction time takes longer and the cost for manufacturing the wall member is increased. There was a problem.

Accordingly, the present invention has been made to solve the above problems, an object of the present invention is to directly fixed to the upper part of the building by making a dome structure connected to each other a plurality of auxiliary gusset and a plurality of struts based on the main gusset on the ground Its purpose is to.

According to an embodiment of the present invention for achieving the above object, the construction method of the dome structure is formed in the H-beam shape, two protrusions are formed in the longitudinal direction at the top and a groove is formed between the two protrusions at the same time A first hole is formed on one side, a second hole is formed on the other side of the upper side, a third hole is formed on the lower side, and a first hole of the first strut formed with a fourth hole on the other side of the lower side. A first step of arranging a main gusset having a pair of upper main gussets bolted through and a lower main gusset bolted by a third hole of the first strut, and between the upper main gusset and the lower main gusset; A second step in which the first strut is radially fitted and assembled, and each of the plurality of first struts radially assembled with the main gusset is on each opposite side assembled with the main gusset. A third step of assembling a first auxiliary gusset having a pair of auxiliary gussets and a lower auxiliary gusset; and a plurality of structures having the same structure as that of the first strut between each of the first auxiliary gusset and another neighboring first auxiliary gusset A plurality of third struts having the same structure as the first and second struts are assembled so that each of the first auxiliary gussets, in which the second struts are assembled and the first struts and the second struts, is a mesh structure, is attached to each of the third struts. A second auxiliary gusset having the same structure as the first auxiliary gusset is assembled and a fourth strut having the same structure as the first, second and third struts is assembled between each of the second auxiliary gusset and the neighboring second auxiliary gusset The fourth step of repeating the process to the shoe to be assembled at the end of the dome structure, and the first to fourth steps to the skeleton of the dome structure is configured by the first to fourth steps and the dome structure A fifth step of assembling a shoe base fixed to the structure and a shoe base fixed to the building, and a portion of the dome cover having a bent end shape to cover the first space formed by the dome structure armature, the bent portion of each of the two protrusions After placing a gasket for waterproofing each of the bent dome cover and the gasket and the baton are assembled, a fifth hole is formed in the upper part of the baton to the groove formed in the fifth hole and the first strut A sixth step of covering all of the first spaces with a dome cover by fixing bolts to the dome cover; and lifting the dome structure covered with the dome cover and fixing the upper portion of the building and the shoe base of the dome structure to the side surface. Means for solving the seventh step of assembling the side cover in the same way as the method of assembling the dome cover of the sixth step in the second space formed Shall be.

According to one embodiment of the invention, the construction method of the dome structure is formed in the form of H beam, the tenth protrusion and the eleventh protrusion is formed in the longitudinal direction on the top and the twelfth protrusion between the tenth and eleventh protrusions And the thirteenth protrusion are formed in the longitudinal direction, and at the same time, 10 holes are formed in the upper one side, an eleventh hole is formed in the other upper side, a twelfth hole is formed in the lower one side, and A tenth step of arranging a main gusset paired with an upper main gusset bolted through a tenth hole of a tenth strut having a thirteenth hole and a lower main gusset bolted by a twelfth hole of the tenth strut; An eleventh step in which a plurality of tenth struts are radially fitted between the upper main gusset and the lower main gusset, and each of the plurality of tenth struts radially assembled with the main gusset A twelfth step of assembling a tenth auxiliary gusset having a pair of upper auxiliary gussets and a lower auxiliary gusset on each of the opposite sides to be assembled with the main gusset, and between the tenth auxiliary gusset and another adjacent tenth auxiliary gusset A plurality of thirtieth struts having the same structure as the tenth and twenty struts so that each of the tenth auxiliary gussets assembled with a plurality of twentieth struts having the same structure as the tenth strut and having the tenth and twenty struts assembled into a net structure And a 20th auxiliary gusset having the same structure as the 10th strut is assembled to each of the 30th struts, and is equal to 10, 20, 30 struts between each of the 20th auxiliary gusset and the other 20th auxiliary gusset adjacent thereto. A thirteenth step of repeating the assembling of the forty struts having the structure to the shoe assembled at the end of the dome structure; and the tenth to thirteenth steps The 14th step of assembling the skeleton of the dome structure and the shoe base fixed to the building by the system, and the end is bent to cover the tenth space formed by the dome structure skeleton The dome cover is disposed between the 10th and 12th protrusions, and the first dome cover is disposed between the 11th and 13th protrusions, and the second dome cover is disposed between the first dome cover and the second dome cover. The gasket and the baton are assembled after the waterproof gasket is disposed in each of them, and the gasket and the baton are assembled to each other. A 14th hole is formed in the upper part of the baton, and the bolt is inserted between the 12th and 13th protrusions through the 14th hole. Repeating step 15 to cover all of the tenth spaces with the first and second dome covers, and lifting the dome structure covered with the first and second dome covers to lift the top of the building and the dome. As the shoe base of the structure is fixed to the 16th step of assembling in the same way as the method of assembling the first and second dome cover of the fifteenth step with the side cover in the 20th space formed on the side as a solution means .

According to one embodiment of the invention, the dome structure is a main gusset and a pair of the upper main gusset and the lower main gusset, and assembled between the upper main gusset and the lower main gusset, formed in the form of H-beam 2 on top Projections are formed in the longitudinal direction and a groove is formed between the two projections, and at the same time, a first hole is formed on one upper side, a second hole is formed on the other upper side, and a third hole is formed on the lower one side. A plurality of first struts having a fourth hole formed on the other side of the lower part and bolted to the upper main gusset through the first hole, and bolted to the lower main gusset through the third hole; Each of the first struts is assembled with a pair of upper subsidiary gussets and lower subsidiary gussets on each of the opposite sides of the main gusset, wherein the second hole and the upper subsidiary gusset are assembled and A first auxiliary gusset in which a fourth hole and a lower auxiliary gusset are assembled, and a plurality of second struts each assembled between the first auxiliary gusset and another neighboring first auxiliary gusset, and having the same structure as the first strut; A plurality of third struts assembled to the first auxiliary gusset and assembled downward on the opposite side to which the main gusset is disposed and having the same structure as the first and second struts, and each of the third struts is the first auxiliary gusset Assembled on each of the opposite side to be assembled with, the second auxiliary gusset having the same structure as the first auxiliary gusset, and the second auxiliary gusset and each other between the second auxiliary gusset adjacent to each other, the first, second, A fourth strut having the same structure as the three struts, and the nth auxiliary at the end of the dome structure radially by the same configuration as the first strut, the first auxiliary gusset, the third strut, the second auxiliary gusset, and the fourth strut A plurality of shoes assembled in the set, a plurality of shoe bases assembled with the plurality of shoes and the upper part of the building which is covered with the dome structure, and the ends are bent to cover the first space formed by the dome structure skeleton. A side cover bent at an end to cover the formed dome cover, the second space formed by the building and the strut between the shoe base and the assembled shoe, and stacked on the dome cover or the upper side cover. A baton formed with a fifth hole for bolting, and a gasket waterproof between the dome cover and the baton or between the side cover and the baton; And bolts coupled to the grooves formed in the first strut through the fifth hole formed in the baton, wherein the plurality of dome covers, the plurality of baton, the plurality of gaskets, and the plurality of bolts are formed. It is a solution to cover all of the first spaces and cover all of the plurality of second spaces formed with a plurality of side covers, a plurality of batons, a plurality of gaskets, and a plurality of bolts.

According to one embodiment of the invention, the dome structure is a main gusset and a pair of the upper main gusset and the lower main gusset, and assembled between the upper main gusset and the lower main gusset, is formed in the form of H-beam on the top A tenth protrusion and an eleventh protrusion are formed in the longitudinal direction, and a twelfth and thirteenth protrusion are formed in the longitudinal direction between the tenth and eleventh protrusions, and at the same time, ten holes are formed in the upper one side and the upper other one. An eleventh hole is formed at the side, and a twelfth hole is formed at the lower one side, and a thirteenth hole is formed at the lower other side to be bolted to the upper main gusset through the ten hole, and to the lower portion through the 12 hole. A plurality of tenth struts bolted to the main gusset, and a pair of upper auxiliary gussets and lower auxiliary gussets, respectively, on opposite sides to which each of the plurality of tenth struts is assembled with the main gusset. The eleventh hole and the upper auxiliary gusset are assembled, and the thirteenth auxiliary gusset is assembled between the thirteenth hole and the lower auxiliary gusset, and the tenth auxiliary gusset and the other tenth auxiliary gusset adjacent to each other. And a plurality of twentieth struts having the same structure as the tenth strut, and assembled into the tenth auxiliary gusset, assembled downward from the opposite side on which the main gusset is disposed, and having the same structure as the first and second struts. A thirtieth strut, and each of the thirtieth struts is assembled on each of the opposite sides assembled with the tenth auxiliary gusset, the twenty auxiliary gusset having the same structure as the tenth auxiliary gusset, and another adjacent to the twentieth auxiliary gusset 40th struts which are assembled between each of the 20th auxiliary gussets, each having the same structure as the 10th, 20th and 30th struts, and the 10th struts, 10th auxiliary gussets, 30th struts and 20th auxiliary girders. And a plurality of shoes that are assembled to the nth auxiliary gusset radially by the configuration such as the 40th strut, and to the upper part of the building which is assembled with the plurality of shoes and covered with the dome structure at the same time. And a first dome cover having an end bent to cover a tenth space formed in the dome structure armature and disposed between the tenth and twelve protrusions, and to cover the tenth space formed in the dome structure armature. The end is bent to cover the second dome cover which is formed to be bent and disposed between the eleventh protrusion and the thirteenth protrusion, and the 20th space formed by the building and the strut between each shoe assembled with the shoe base. And a baton formed with a fourteenth hole for arranging and bolted to the upper side cover, the first dome cover or the upper side cover, A gasket between the first and second dome covers and the baton or the side cover and the baton to be waterproofed, and a bolt coupled between the twelfth and thirteenth protrusions formed in the first strut through a fourteenth hole formed in the baton. Consists of the plurality of first, second dome cover, a plurality of baton, a plurality of gaskets and a plurality of ten spaces formed by the plurality of bolts, a plurality of side covers, a plurality of baton, a plurality Covering all of the plurality of formed twentieth spaces with a gasket and a plurality of bolts.

As described above, since the present invention is manufactured radially from the main gusset, the dome structure can be manufactured at the height of the waist at the waist of the worker on the ground, and the manufacturing process is easy and has a separate structure for supporting the dome structure. Since it is fixed directly to the building without fabricating the structure, it is effective to reduce the manufacturing cost, and it can be utilized as an air purifier, entrance, equipment inlet, etc. by modifying the dome cover covering the space formed by a plurality of struts. .

1 is a flowchart illustrating a dome structure construction method according to an embodiment of the present invention;
Figure 2 is an exemplary view showing the construction of a circular dome structure according to an embodiment of the present invention
3 is a configuration diagram of the main gusset in accordance with an embodiment of the present invention;
4 is a structural diagram of a strut according to an embodiment of the present invention
5 is a shoe and shoe base coupling configuration according to an embodiment of the present invention
6 is a configuration diagram of the dome cover assembly according to an embodiment of the present invention
Figure 7 is an illustration of the completed dome cover in accordance with an embodiment of the present invention
8 is a flowchart illustrating a dome structure construction method according to another embodiment of the present invention.
9 is a structural diagram of a strut according to another embodiment of the present invention
10 is a configuration diagram of the dome cover assembly according to another embodiment of the present invention
11 is a view illustrating a completed dome cover according to another embodiment of the present invention;
12 is an exemplary view for determining the length of the strut according to another embodiment of the present invention
13 is a flow chart of the entrance construction method according to another embodiment of the present invention
14 is a configuration of the entrance opening according to another embodiment of the present invention

Hereinafter, a method of constructing a dome structure will be described with reference to the accompanying drawings for an optimal embodiment of the present invention.

1 is a flow chart of a dome structure construction method according to an embodiment of the present invention, wherein the dome structure construction method includes the following steps.

It is formed in the form of an H-beam, the two protrusions are formed in the longitudinal direction at the top and the groove is formed between the two protrusions at the same time the first hole is formed on one side of the upper and the second hole is formed on the other side of the upper, A third hole is formed at one lower side, and is bolted by an upper main gusset and a third hole of the first strut, which are bolted through the first hole of the first strut having a fourth hole formed at the other lower side. A first step (S10) in which a main gusset having a pair of lower main gussets is disposed, a second step (S20) in which the first strut is radially fitted between the upper main gusset and the lower main gusset, and the A first auxiliary gusset having a pair of upper auxiliary gussets and lower auxiliary gussets assembled on each of the opposite sides of the plurality of first struts assembled radially with the main gusset. In the third step (S30) and between the first auxiliary gusset and each other first auxiliary gusset, a plurality of second struts having the same structure as the first struts are assembled, and the first struts and the second struts are assembled. A plurality of third struts having the same structure as the first and second struts are assembled so that each of the first auxiliary gussets is a network structure, and a second auxiliary gusset having the same structure as the first auxiliary gusset is assembled to each of the third struts. Repeating the process of assembling a fourth strut having the same structure as the first, second, and third struts between each of the second auxiliary gusset and another neighboring second auxiliary gusset, and repeatedly performing to the shoe assembled at the end of the dome structure; The fifth step of assembling the shoe base of the dome structure and the shoe base fixed to the building by the fourth step (S40) and the first to fourth steps constitute the skeleton of the dome structure (S50) and the dome cover having a bent end shape to cover the first space formed by the dome structure armature, through the bent portion of each of the two protrusions for waterproofing each of the bent dome cover After the gasket is disposed, the gasket and the baton are assembled, and a fifth hole is formed in the upper part of the baton, and the first space is fixed by inserting a bolt into the groove formed in the fifth hole and the first strut. The sixth step (S60) of covering all with a dome cover, and lifting the dome structure covered with the dome cover, the side cover is provided in the second space formed on the side as the upper part of the building and the shoe base of the dome structure is fixed The seventh step (S70) is assembled in the same manner as the method of assembling the dome cover of step 6.

More specifically, it is formed in the form of the H-beam, two protrusions are formed in the longitudinal direction at the top and the groove is formed between the two protrusions at the same time the first hole is formed on the upper side and the second on the other side An upper main gusset and a third hole of the first strut which are formed with a hole, a third hole is formed at one lower side, and a first hole of the first strut formed with a fourth hole at the lower other side. The first step (S10) in which the main gusset is a pair of the lower main gusset is bolted by the pair is arranged, the main gusset 100 is disposed at the position forming the center point of the dome structure to build the dome structure, for example In the case of a circular dome structure, as shown in FIG. 2, the main gusset 100 and the first strut 200 which are disposed at the center of the circle and the first strut 200 are disposed in the center of the circle. As described in detail in detail, prior to the description of the main gusset 100, the first strut 200 is first formed in the form of an H beam so that two protrusions 211 are formed in the length direction at the top and the two Grooves 212 are formed in the longitudinal direction between the protrusions 211, and a first hole 213 for assembling with the upper main gusset 110 is formed at one side of the first strut 200. The second hole 214 is formed on the other side of the upper portion.

In addition, a third hole 221 for assembling with the lower main gusset 110 is formed on one side of the lower side of the first strut 200 and a fourth hole 222 is formed on the other side of the lower side.

The first strut 200 formed as described above is assembled with the main gusset 100 as shown in FIG. 3, and the main gusset 100 includes an upper main gusset 110 and a pair of lower main gussets 120. Is done.

The upper main gusset 110 and the lower main gusset 120 are formed with holes for assembling with the first strut 200 and formed in the upper main gusset 110 of the first hole 213 of the first strut 200. The holes are matched and the holes formed in the third hole 221 of the first strut 200 and the lower main gusset 120 are bolted and fixed as shown in FIG. 3.

As such, the main gusset 100 coupled to the first strut 200 is first disposed so as to grasp the center of the dome structure so as to be the first starting point of construction of the dome structure.

On the other hand, in the case of a circular dome structure, since the center point is one, the dome structure is designed around one main gusset 100, but in the case of a dome structure having multiple center points, a plurality of main gussets 100 are designed. That is, in the case of a rectangular dome structure rather than a circle, a plurality of main gussets 100 are arranged, and the plurality of main gussets 100 have a main point at a corresponding center point when two or more center points are present due to the structural characteristics of the dome structure. The gusset 100 is disposed and a dome structure is constructed using the strut and the auxiliary gusset from the arranged main gusset 100.

In the second step S20 of assembling the first strut radially between the upper main gusset and the lower main gusset, as illustrated in FIG. 3, the first strut 200 passes through the first hole 213. A plurality of first struts 200 are radially installed by coupling with the upper main gusset 110 and with the lower main gusset 120 through the third hole 221.

Furthermore, FIG. 3 only shows the assembly of only four first struts 200 to the main gusset 100 in order to facilitate understanding of the present invention. It is preferable that the number 200 is assembled in all directions so that the dome structure is not collapsed structurally. Also, in the case of FIG. 2, six first struts 200 are formed at an angle of 60 degrees with respect to the main gusset 100. ) Is assembled to the main gusset (100).

The third step (S30) of assembling the first auxiliary gusset in which a pair of upper auxiliary gussets and a lower auxiliary gusset are assembled on opposite sides of each of the plurality of first struts assembled radially with the main gusset. As shown in FIG. 2, the first strut 200 and the first auxiliary gusset 300 are assembled, and the structure of the first strut 200 has been described in detail in the first step S10. The structure of the first auxiliary gusset 300 including the upper auxiliary gusset and the upper auxiliary gusset has the same structure as the main gusset 100 described in detail in the first step S10. However, according to the structural characteristics of the dome structure, the part connected to the strut has a bent angle.

Therefore, the upper auxiliary gusset is bolted through the second hole 214 formed in the first strut 200, the lower auxiliary gusset is bolted through the fourth hole 222 formed in the first strut 200 Each of the plurality of first struts 200 assembled with the main gusset 100 is assembled with the first auxiliary gusset 300.

Between each of the first auxiliary gusset and another neighboring first auxiliary gusset, a plurality of second struts having the same structure as the first struts are assembled and each of the first auxiliary gussets in which the first struts and the second struts are assembled A plurality of third struts having the same structure as the first and second struts are assembled so as to be a structure, and a second auxiliary gusset having the same structure as the first auxiliary gusset is assembled to each of the third struts and neighbors with the second auxiliary gusset. A fourth step (S40) of repeating the process of assembling the fourth strut having the same structure as the first, second, and third struts between each other second auxiliary gusset to the shoe assembled at the end of the dome structure, In order to construct the skeleton of the dome structure, that is, as shown in Figure 2 to build the skeleton of the dome structure continuously connected to the triangular mesh as shown in FIG. The other a number of second struts 400 having the same structure as the first struts (200) each between the first auxiliary gusset 300 is assembled. Then, in order to build a skeleton to the end of the dome structure, each of the first auxiliary gussets 300 is repeatedly assembled with a plurality of third struts 500 to perform as much as the size of the dome structure, and the shoe 700 at the end is performed. Are assembled.

That is, the dome structure may cover a plurality of auxiliary gussets such as the first auxiliary gusset 300 and struts such as the first to fourth struts 200, 400, 500, and 600 so as to cover the upper part of the building such as concrete or steel frame. As in the network shown in Fig. 2, the operation is performed repeatedly.

In addition, the shoe 700 is assembled to the auxiliary gusset installed at the end of the dome structure when the size of the dome structure is determined by repeatedly performing as described above to the size to be assembled with the building.

The fifth step (S50) of assembling the skeleton of the dome structure by the first step to the fourth step and assembling the shoe base fixed to the building and the shoe of the end of the dome structure skeleton, when the skeleton of the dome structure is completed The shoe 700 coupled to the end of the dome structure and the shoe base 800 fixed to the building are coupled to each other to attach to the building.

At this time, the structure of the shoe 700 has the same structure as the first strut 200 described above, as shown in FIG. However, the part assembled with the shoe base 800 may be changed according to the shape of the shoe base 700.

In addition, the length of the shoe 700 is shorter than the length of the different struts, which is for the safety of the dome structure because the portion of the shoe 700 receives the most load.

After the dome cover of the bent end shape to cover the first space formed by the dome structure skeleton through the bent portion on each of the two protrusions and arrange a gasket for waterproofing each of the bent dome cover The gasket and the baton are assembled, and a fifth hole is formed in the upper part of the baton to fix the dome cover by inserting a bolt into the groove formed in the fifth hole and the first strut to fix the dome cover. The covering sixth step S60 is described with reference to FIG. 2, that is, the first space 900 formed by the skeleton of the dome structure. Each of the first auxiliary gussets 300 is coupled to the first strut 200. In addition, as the second strut 400 is coupled between each of the plurality of first auxiliary gussets 300, the main gusset 100, two first struts 200, a first auxiliary gusset 300, and a second strut 400, the first space 900 is It will be sex.

The first space 900 requires a dome cover 1000 to prevent snow, rain, and hail from entering the building, and the assembly process of the dome cover 1000 will be described in detail with reference to FIG. 6.

The dome cover 1000 is bent so that the end is bent so as to be mounted on each of the two protrusions 211 formed in the struts of both the first strut to the n-th strut and the bent portion is mounted on the protrusion 211, the protrusion Mounted so as not to cover the groove 223 formed between the (211).

As such, a gasket 1100 is disposed on the mounted dome cover 1000 to prevent water from penetrating, and the disposed gasket 1100 is assembled with the baton 1200, but is formed in the baton 1200. The lock bolt 1300 is inserted into and fixed to the groove 212 formed in the strut (all struts including the first strut 200) through the hole.

As a result, as shown in FIG. 7, the strut 200 and the dome cover 1000 are firmly assembled so that no gap is structurally generated.

In addition, the gasket 1100 is used between the dome cover 1000 and the baton 1200 and the baton 1200 to compensate for the problem that the metal structure generally contracts and expands due to the temperature difference according to the change of the season. It is also preferable to solve the problem of shrinkage and expansion by inserting a rubber ring in the bolt (1300) for fixing), and to prevent leakage by using a gasket (or rubber ring).

Lifting the dome structure covered with the dome cover, the side cover is assembled in the same way as the method of assembling the dome cover of the sixth step in the second space formed on the side as the upper part of the building and the shoe base of the dome structure is fixed. In the seventh step (S70), when the shoe 700 and the shoe base 800 are assembled, the shoe base 800 and the upper part of the building on which the dome structure is covered are combined. In this case, a second space is formed between the shoe 700 and another shoe 700 adjacent to each other, and by a strut corresponding to the upper part of the building and the upper part of the building, and the dome structure is completed by covering the second space with a side cover.

The assembly of the side cover is performed in the same way as the dome cover assembly.

8 is a flowchart illustrating a construction method of a dome structure according to another embodiment of the present invention, wherein the construction method of the dome structure is performed in the following steps.

H-beam is formed in the top 10th projection, the eleventh projection is formed in the longitudinal direction, the twelfth projection and the thirteenth projection is formed in the longitudinal direction between the tenth and eleventh projection at the same time the upper one side 10 holes are formed in the upper part, and the 11th hole is formed on the other side of the upper side, the 12th hole is formed on the lower side, and the bolted through the 10th hole of the 10th strut having the 13th hole on the other side of the lower side. A tenth step (S11) in which a main gusset is formed by pairing an upper main gusset and a lower main gusset bolted by a twelfth hole of the tenth strut, and a plurality of upper main gussets and a lower main gusset; Step 11 (S21) in which the tenth strut is radially fitted and assembled, and each of the plurality of tenth struts radially assembled with the main gusset is provided on each of the opposite sides assembled with the main gusset. A twelfth step (S31) of assembling a tenth auxiliary gusset paired with a subsidiary gusset and a lower auxiliary gusset, and the same structure as the tenth strut between each of the tenth auxiliary gusset and another neighboring tenth auxiliary gusset And a plurality of thirtieth struts having the same structure as that of the tenth and twenty struts are assembled so that each of the tenth auxiliary gussets having the tenth and twenty struts assembled therein may be a mesh structure. A 40th strut having the same structure as the 10th, 20, and 30 struts between each of the struts, the 20th auxiliary gusset having the same structure as the 10th strut, and between the 20th auxiliary gusset and the other 20th auxiliary gusset Repeating the assembly process to perform the 13th step (S41) to repeatedly perform to the shoe assembled at the end of the dome structure, the frame of the dome structure by the tenth to the thirteenth step A 14 th step (S51) of assembling the shoe base fixed to the building and the shoe of the dome structure armature end; and a dome cover having a bent end shape to cover a tenth space formed by the dome structure armature. A first dome cover is disposed between the tenth and twelve protrusions, and a second dome cover is disposed between the eleventh and thirteenth protrusions, and the first dome cover and the second dome cover are respectively waterproofed. After the gasket is disposed, the gasket and the baton are assembled, and a fourteenth hole is formed in the upper part of the baton, and the bolt is inserted and fixed between the twelfth and thirteenth protrusions through the fourteenth hole. The fifteenth step (S61) of covering all 10 spaces with the first and second dome cover, and the top of the building and the shoe base of the dome structure is fixed by lifting the dome structure covered with the first and second dome cover Accordingly, the sixteenth step S71 of assembling the first and second dome covers of the fifteenth step is performed by the side coverr in the twentieth space formed on the side.

More specifically, the H-beam shape is formed in the upper portion of the tenth projection, the eleventh projection is formed in the longitudinal direction and the twelfth projection and the thirteenth projection formed between the tenth and eleventh projections and the upper Through the tenth hole of the tenth strut formed with ten holes on one side and the eleventh hole on the other side of the upper side, the twelfth hole on the lower side, and the thirteenth hole on the other side of the lower side. The tenth step S11 in which the main gusset is formed by pairing the bolted upper main gusset and the lower main gusset bolted by the twelfth hole of the tenth strut, is performed as in the first step of FIG. 1. Arranging the gusset 100 is the same, and merely using the tenth strut 200-1 having a structure different from that of the first strut, the tenth strut 200-1 will be described with reference to FIG. 9. Bar, The ten struts 200-1 are formed in the form of an H beam, and a tenth protrusion 211-1 and an eleventh protrusion 212-1 are formed in the longitudinal direction on the top of the tenth protrusion 200-1. The twelfth protrusion 213-1 and the thirteenth protrusion 214-1 are formed between the first and second protrusions 212-1.

The tenth protrusion 211-1 and the eleventh protrusion 212-1 are configured to accommodate first and second dome covers 1000-1 and 1000-2 having bent ends, and the twelfth protrusions ( 213-1 and the thirteenth protrusion 214-1 are bolted to the baton 1200-1 and the tenth strut 200-1 to fix the first and second dome covers 1000-1 and 1000-2. It is to be possible.

In particular, the twelfth protrusion 213-1 and the thirteenth protrusion 214-1 are formed with screw grooves so as to be easily bolted to side surfaces facing each other.

In addition, a tenth hole 215-1 for assembling with the upper main gusset 110 is formed on one side of the upper side, and an eleventh hole 216-1 is formed on the other side of the upper side.

In addition, a twelfth hole 221-1 for assembling with the lower main set 120 is formed at one lower side thereof, and a thirteenth hole 222-1 is formed at the other lower side thereof.

The tenth strut 200-1 thus formed is assembled with the main gusset 100 as shown in FIG. 2, and the main gusset 100 is disposed as described in the first step S10.

Step 11 (S21) in which a plurality of tenth struts 200-1 are radially fitted between the upper main gusset 110 and the lower main gusset 120 is assembled in the same manner as in the second step of FIG. Is performed.

A twelfth step (S31) of assembling a tenth auxiliary gusset, wherein a pair of upper auxiliary gussets and a lower auxiliary gusset are assembled on opposite sides of the plurality of tenth struts assembled radially with the main gusset, respectively. In the same manner as in the third step S30 of FIG. 1.

Between each of the tenth auxiliary gusset and the other neighboring tenth auxiliary gussets, a plurality of tenth struts having the same structure as the tenth struts are assembled, and each of the tenth auxiliary gussets in which the tenth struts and the 20th struts are assembled A plurality of thirtieth struts having the same structure as that of the tenth and twenty struts are assembled so that a twentieth auxiliary gusset having the same structure as the tenth strut is assembled to each of the thirtieth struts and adjacent to the twentieth auxiliary gusset. The thirteenth step (S41) of repeating the process of assembling the 40th strut having the same structure as the 10th, 20th and 30th struts between each of the 20th auxiliary gussets to the shoe assembled at the end of the dome structure is performed. In the same manner as in the fourth step S40 of FIG. 1.

The 14th step (S51) of assembling the shoe base of the dome structure and the shoe base fixed to the building by the tenth to thirteenth step, and the dome structure skeleton end, the fifth step of FIG. It is carried out in the same manner as (S50).

A dome cover having a bent end shape to cover a tenth space formed by the dome structure armature is disposed between the tenth and twelve protrusions and is disposed between the eleventh and thirteenth protrusions. 2 disposing a dome cover and placing a gasket for waterproofing the upper portion of the first dome cover and the second dome cover, and then the gasket and the baton are assembled, and a fourteenth hole is formed in the upper part of the baton, and the fourteenth hole is formed. The fifteenth step S61 of repeatedly covering the bolts between the twelfth and thirteenth protrusions to cover all of the tenth spaces with the first and second dome covers is performed in the tenth step described in the tenth step. The tenth space generated by constructing the armature of the dome structure by the struts 200-1, that is, the same space as the first space 900 is created, and the two spaces in one strut are formed to cover the tenth space. Dome covers are assembled.

Referring to FIG. 10, the dome cover assembly method will be described in more detail. As the end is bent, the first dome cover 1000-1 is mounted on the tenth protrusion 211-1 and the tenth protrusion ( 211-1 and the twelfth protrusion 213-1, the second dome cover 1000-2 is also mounted on the eleventh protrusion 212-1 as the end is bent so that the 11 protrusion is formed. 212-1 and the thirteenth protrusion 214-1.

In this state, the baton 1200-1 is covered on the top to fix the first and second dome covers 1000-1 and 1000-2, and the fourteenth hole formed in the baton 1200-1 is provided. A bolt 1300-1 is inserted into the bolt 1300-1 to fit between the twelfth protrusion 213-1 and the thirteenth protrusion 214-1.

Therefore, the baton 1200-1 is to fix the dome cover (1000-1, 1000-2). At this time, a gap is formed between the baton 1200-1 and the dome covers 1000-1 and 1000-2, in order to prevent the rain, snow, and the like from seeping into the dome structure through the gap. The gasket 1100-1 is configured to be assembled with the baton 1200-1.

As a result, the strut and the dome cover are assembled as shown in FIG. 11 to assemble all of the tenth spaces.

The same as the method of assembling the first and second dome covers of the fifteenth step by lifting the dome structure covered with the first and second dome covers to form the side cover in the 20th space where the upper part of the building and the shoe base of the dome structure are formed. The 16th step S71 of assembling is to cover the 20th space formed in the same way as the second space described with reference to the side cover with the side cover, and the assembling method is assembled in the same way as the 15th step.

Next, the lengths of the struts such as the first, second, third, and fourth of FIG. 1 and the struts of the tenth, 20, 30, and 40 of FIG. 2 are determined at design time, and will be described with reference to FIG. 12. Set a virtual center point (A) vertically lowered relative to the main gusset 100, which is the center of the dome structure, and set an arbitrary first point (B) on the upper part of the building to which the dome structure is covered, and the first point After setting the second point (C) facing the diameter to (B) and the center line from the first straight line and the second point (C) generated by connecting a line from the first point (B) to the center point (A) The length of the strut is determined by the length of the circular arc generated by dividing the angle formed by the second straight line that is formed by connecting the line to (A) by an equal angle.

That is, when the angles B, A, and C shown in FIG. 12 are divided into the same angles as E, E ', and E' ', the lengths of struts D, D' are determined by E, E ', and E' '. , D '' have the same length.

13 is a flow chart of a dome structure construction method according to the present invention. Next, the construction of the dome structure construction method according to FIG. The construction method consists of the following steps.

The rail is provided with a rail (100) step (S100) for fixing a pair of mounting brackets to the struts, step 110 (S110) for removing the dome cover between the pair of mounting brackets, and the bush moving along the rail Step 120 of assembling to step S120, step 130 of forcibly coupling the inlet frame to the bush, step S130, and step 140 of the cover of the inlet cover having a handle on the top of the inlet frame. (S140).

In more detail, in the 100th step S100 of fixing a pair of cradles provided with a rail to a strut, as shown in FIG. 13, a plurality of cradles 1400 may be provided on an upper portion of a strut corresponding to a skeleton of a dome structure. Fixing and forcibly coupling the rail 1410 to the plurality of holders (1400).

At this time, the holder 1400 and the rail 1410 may be manufactured in one piece.

In addition, the cradle 1400 provided with the rail 1410 is fixed to the upper strut, but the pair is arranged to face each other horizontally.

In step 110 of removing the dome cover between the pair of holders (S110), in step S100 by removing a dome cover covered between the pair of holders 1400 provided with the rail 1410 facing each other equipment It forms a space where the back can be brought in.

At this time, the removal of the dome cover is reversed in the reverse order of the construction method in FIGS. In other words, if you loosen the bolt and later remove the baton and gasket, the dome cover can be easily removed.

In the step 120 of assembling the bush moving along the rail to the rail, the bush 1420 is assembled in order to be able to move along the rail 1410 by human force.

In step 130, the step S130 of forcibly coupling the inlet frame to the bush, attaches the inlet cover 1440 directly to the bush 1420, and becomes structurally unstable, so that the bush 1420 is stabilized. Force the entrance frame 1430 to the.

The 140 step (S140) in which the entrance cover having a handle provided on the upper entrance frame is forcedly coupled to the entrance door cover 1440 is provided with a handle so as to be easily moved by a human force and the entrance cover 1440. And by fixing the entrance frame 1430, the force of the person is transmitted to the bush 1420, the entrance opening is opened according to the rail 1410 assembled to the bush 1420.

Finally, the dome cover shown in FIG. 1, the first dome cover shown in FIG. 8, and the second dome cover are preferably composed of a skylight through which sunlight can pass.

In addition, it is also preferable that the dome cover shown in FIG. 1, the first dome cover shown in FIG. 8, and the second dome cover have an air circulation device or a vent formed therein.

Finally, the dome structure according to FIG. 1 is configured as follows.

A main gusset having a pair of upper main gussets and a lower main gusset; Assembled between the upper main gusset and the lower main gusset, is formed in the form of an H-beam two projections formed in the longitudinal direction at the top and a groove is formed between the two projections at the same time the first hole is formed on one side And a second hole is formed on the other side of the upper side and a third hole is formed on the other side of the lower side, and a fourth hole is formed on the other side of the lower side and bolted to the upper main gusset through the first hole. A plurality of first struts bolted to the lower main gusset through three holes; Each of the plurality of first struts is assembled with a pair of upper auxiliary gussets and lower auxiliary gussets, respectively, on opposite sides of the main gusset, wherein the second hole and the upper auxiliary gusset are assembled, and the fourth hole and the lower auxiliary A first auxiliary gusset, to which the gusset is assembled; A plurality of second struts each assembled between the first auxiliary gusset and another neighboring first auxiliary gusset, the second struts having the same structure as the first struts; A plurality of third struts assembled to the first auxiliary gusset and assembled downward from the opposite side to which the main gusset is disposed and having the same structure as the first and second struts; A second auxiliary gusset, wherein each of the third struts is assembled on each of opposite sides to be assembled with the first auxiliary gusset, the second auxiliary gusset having the same structure as the first auxiliary gusset; A fourth strut assembled between each of the second auxiliary gusset and another neighboring second auxiliary gusset, the fourth strut having the same structure as the first, second and third struts; A plurality of shoes assembled radially to the nth auxiliary gusset at the end of the dome structure by the configuration such as the first strut, the first auxiliary gusset, the third strut, the second auxiliary gusset, and the fourth strut; A plurality of shoe bases assembled with the plurality of shoes and assembled with the upper part of the building covered with the dome structure; A dome cover bent at an end to cover the first space formed by the dome structure armature; A side cover bent at an end to cover the second space formed by the building and the strut between the shoe base and the assembled shoe; A baton disposed on the dome cover or the top of the side cover and having a fifth hole for bolting; A gasket waterproof between the dome cover and the baton or between the side cover and the baton; And bolts coupled to the grooves formed in the first strut through the fifth hole formed in the baton, wherein the plurality of dome covers, the plurality of baton, the plurality of gaskets, and the plurality of bolts are formed. It covers both the first space and the second space.

In addition, the dome structure according to FIG. 8 is configured as follows.

A main gusset having a pair of upper main gussets and a lower main gusset; Assembled between the upper main gusset and the lower main gusset, is formed in the form of an H-beam, the tenth protrusion and the eleventh protrusion is formed in the longitudinal direction at the top and the twelfth protrusion and the eleventh protrusion between the tenth protrusion and the eleventh protrusion; At the same time a 13 protrusion is formed, 10 holes are formed on one side of the upper side, an 11th hole is formed on the other side of the upper side, a 12th hole is formed on the lower side, and a 13th hole is formed on the other side of the lower side. A plurality of tenth struts bolted to the upper main gusset through the 10 holes and bolted to the lower main gusset through the 12 holes; Each of the plurality of tenth struts is assembled with a pair of upper auxiliary gussets and lower auxiliary gussets, respectively, on opposite sides of the main gusset, wherein the eleventh hole and the upper auxiliary gusset are assembled, and the thirteenth hole and the lower auxiliary A tenth auxiliary gusset in which the gusset is assembled; A plurality of twentieth struts assembled between the tenth auxiliary gusset and another neighboring tenth auxiliary gusset, the plurality of twentieth struts having the same structure as the tenth struts; A plurality of thirty struts assembled to the tenth auxiliary gusset and assembled downward from the opposite side on which the main gusset is disposed and having the same structure as the first and second struts; A twentieth auxiliary gusset, wherein each of the thirtieth struts is assembled on each of opposite sides to be assembled with the tenth auxiliary gusset, and has the same structure as the tenth auxiliary gusset; A 40th strut assembled between each of the 20th auxiliary gusset and the other 20th auxiliary gusset adjacent to each other, the 40th strut having the same structure as the 10th, 20th and 30th struts; A plurality of shoes assembled radially to the nth auxiliary gusset at the end of the dome structure by the configuration such as the tenth strut, the tenth auxiliary gusset, the thirtieth strut, the twenty auxiliary gusset, and the forty-second strut; A plurality of shoe bases assembled with the plurality of shoes and assembled with the upper part of the building covered with the dome structure; A first dome cover having an end portion bent to cover a tenth space formed in the dome structure skeleton and disposed between the tenth and twelve protrusions; A second dome cover having an end portion bent to cover a tenth space formed in the dome structure skeleton and disposed between the eleventh protrusion and the thirteenth protrusion; A side cover bent at an end to cover the twentieth space formed by the building and the strut between the shoe base and the assembled shoe; A baton formed with a fourteenth hole for stacking and bolting the first and second dome cover or the upper side cover; A gasket waterproof between the dome cover and the baton or between the side cover and the baton; And bolts coupled between a twelfth protrusion and a thirteenth protrusion formed in the first strut through a fourteenth hole formed in the baton, wherein the plurality of dome covers, a plurality of batons, a plurality of gaskets, and a plurality of bolts are coupled to each other. The bolt covers both the tenth and twentieth spaces formed in the plurality.

The dome cover of the dome structure constructed by the construction method of FIG. 1 including the dome cover of FIG. 1, the first dome cover of FIG. 8, and the second dome cover, and the first dome constructed by the construction method of FIG. The cover and the second dome cover are preferably composed of a skylight through which sunlight can penetrate, and it is preferable that an air circulation device is attached or a vent is formed.

Further, the dome cover shown in FIG. 1, the first dome cover shown in FIG. 8, and the second dome cover are made of tempered glass, thermosetting resin panel, glass fiber reinforced plastic (FRP), polycarbonate, acrylic based plate, aluminum, iron plate, stainless steel. It is preferable that it is either.

Meanwhile, when the main gusset, the plurality of auxiliary gussets, and the plurality of struts described in FIGS. 1 and 8 are made of ferrous materials, rust is generated by weather, such as rain, snow, frost, and the like. It is preferable to use an aluminum material because it may cause a dangerous situation, but it may be used as a material such as iron plate or stainless steel.

1 and 8, the dome structure is covered by the upper part of the building, the building is preferably any one of the reinforced concrete structure, concrete structure, steel structure, steel frame structure.

In the drawings and detailed description of the preferred embodiments are disclosed, the specific terms used above are used only for the purpose of illustrating the present invention, it is used to limit the scope of the invention described in the meaning limitations or claims It is not.

Therefore, those skilled in the art can be various modifications and other equivalent embodiments from this, and the true technical protection scope of the present invention should be determined by the technical spirit of the claims.

100: main gusset 110: upper main gusset
120: lower main gusset 200: first strut
211: protrusion 212: groove
213: first hole 214: second hole
221: third hole 222: fourth hole
300: first auxiliary gusset 400: second strut
500: third strut 600: fourth strut
700: shoe 800: shoe base
900: first space 1000: dome cover
1100: Gasket 1200: Baton
1300: Bolt 1400: Mount
1410: rail 1420: bush
1430: entrance frame 1440: entrance cover
200-1: 10th strut 211-1: 10th protrusion
212-1: 11th protrusion 213-1: 12th protrusion
214-1: 13th protrusion 215-1: 10th hole
216-1: 11th hole 221-1: 12th hole
222-1: 13th hole 1000-1: 1st dome cover
1000-2: second dome cover

Claims (16)

It is formed in the form of an H-beam, the two protrusions are formed in the longitudinal direction at the top and the groove is formed between the two protrusions at the same time the first hole is formed on one side of the upper and the second hole is formed on the other side of the upper, A third hole is formed at one lower side, and is bolted by an upper main gusset and a third hole of the first strut, which are bolted through the first hole of the first strut having a fourth hole formed at the other lower side. A first step of disposing a main gusset having a pair of lower main gussets;
A second step of assembling the first strut radially between the upper main gusset and the lower main gusset;
A third step of assembling a first auxiliary gusset having a pair of upper auxiliary gussets and a lower auxiliary gusset on each of the opposite sides of the plurality of first struts assembled radially with the main gusset;
Between each of the first auxiliary gusset and another neighboring first auxiliary gusset, a plurality of second struts having the same structure as the first struts are assembled and each of the first auxiliary gussets in which the first struts and the second struts are assembled A plurality of third struts having the same structure as the first and second struts are assembled so as to be a structure, and a second auxiliary gusset having the same structure as the first auxiliary gusset is assembled to each of the third struts and neighbors with the second auxiliary gusset. A fourth step of repeating assembling a fourth strut having the same structure as the first, second and third struts between each other second auxiliary gusset to the shoe assembled at the end of the dome structure;
A fifth step of assembling the skeleton of the dome structure by the first step to the fourth step and assembling the shoe base fixed to the building and the shoe at the end of the dome structure armature;
After the dome cover of the bent end shape to cover the first space formed by the dome structure skeleton through the bent portion on each of the two protrusions and arrange a gasket for waterproofing each of the bent dome cover The gasket and the baton are assembled, and a fifth hole is formed in the upper part of the baton to fix the dome cover by inserting a bolt into the groove formed in the fifth hole and the first strut to fix the dome cover. A sixth step of covering; And
Lifting the dome structure covered with the dome cover, the side cover is assembled in the same way as the method of assembling the dome cover of the sixth step in the second space formed on the side as the upper part of the building and the shoe base of the dome structure is fixed. The construction method of the dome structure, characterized in that consisting of a seventh step.
The method according to claim 1, wherein after the seventh step
A step 100 for fixing a pair of rails provided with a rail to the strut;
Step 110 of removing the dome cover between the pair of holders;
Assembling a bush moving along the rail to the rail;
Step 130, forcibly coupling an entrance frame to the bush; And
The construction method of the dome structure, characterized in that it further comprises the step 140 of the inlet cover having a handle on the upper inlet frame is forcedly coupled.
The method of claim 1 or 2, wherein the dome cover is
Method of constructing a dome structure, characterized in that consisting of a skylight through which sunlight can pass.
The method of claim 1 or 2, wherein the dome cover is
A method of constructing a dome structure, characterized in that an air circulation device is attached or a vent is formed.
The method of claim 1 or 2, wherein the dome cover is
Tempered glass, thermosetting resin panel, glass fiber reinforced plastic (FRP), polycarbonate, acrylic based plate, aluminum, iron plate, stainless steel any one of the construction method of the construction method. H-beam is formed in the top 10th projection, the eleventh projection is formed in the longitudinal direction, the twelfth projection and the thirteenth projection is formed in the longitudinal direction between the tenth and eleventh projection at the same time the upper one side 10 holes are formed in the upper part, and the 11th hole is formed on the other side of the upper side, the 12th hole is formed on the lower side, and the bolted through the 10th hole of the 10th strut having the 13th hole on the other side of the lower side. A tenth step of disposing a main gusset in which a pair of upper main gussets and a lower main gusset are bolted by the twelfth hole of the tenth strut;
An eleven step of assembling a plurality of tenth struts radially between the upper main gusset and the lower main gusset;
A twelfth step of assembling a tenth auxiliary gusset having a pair of upper auxiliary gussets and a lower auxiliary gusset on opposite sides of the plurality of tenth struts assembled radially with the main gusset;
Between each of the tenth auxiliary gusset and the other neighboring tenth auxiliary gussets, a plurality of tenth struts having the same structure as the tenth struts are assembled, and each of the tenth auxiliary gussets in which the tenth struts and the 20th struts are assembled A plurality of thirtieth struts having the same structure as that of the tenth and twenty struts are assembled so that a twentieth auxiliary gusset having the same structure as the tenth strut is assembled to each of the thirtieth struts and adjacent to the twentieth auxiliary gusset. A thirteenth step of repeating the assembling process of the 40th strut having the same structure as the 10th, 20th and 30th struts between the other 20th auxiliary gussets and the shoe assembled at the end of the dome structure;
A fourteenth step of assembling a shoe base having a skeleton of the dome structure by the tenth to thirteenth steps and fixing the shoe at the end of the dome structure skeleton to the building;
A dome cover having a bent end shape to cover a tenth space formed by the dome structure armature is disposed between the tenth and twelve protrusions and is disposed between the eleventh and thirteenth protrusions. 2 disposing a dome cover and placing a gasket for waterproofing the upper portion of the first dome cover and the second dome cover, and then the gasket and the baton are assembled, and a fourteenth hole is formed in the upper part of the baton, and the fourteenth hole is formed. A fifteenth step of covering the tenth space with the first and second dome covers by repeatedly performing bolting between the twelfth protrusion and the thirteenth protrusion to fix the bolt; And
Lift the dome structure covered with the first and second dome covers, and fix the first and second dome covers of the fifteenth step with a side cover in a 20th space formed on the side as the upper part of the building and the shoe base of the dome structure are fixed. A method of constructing a dome structure, comprising the sixteenth step of assembling in the same manner as the assembly.
The method according to claim 6, After the sixteenth step,
Step 101 for fixing the pair of rails provided with the struts to the struts;
Step 111 of removing the dome cover between the pair of holders;
Assembling a bush moving along the rail to the rail;
Step 131, forcibly coupling an entrance frame to the bush; And
The construction method of the dome structure characterized in that it further comprises a step 141 that the entrance cover having a handle on the upper entrance frame is forcedly coupled.
The method of claim 6 or 7, wherein the first dome cover and the second dome cover
Method of constructing a dome structure, characterized in that consisting of a skylight through which sunlight can pass.
The method of claim 6 or 7, wherein the first dome cover and the second dome cover
A method of constructing a dome structure, characterized in that an air circulation device is attached or a vent is formed.
The method of claim 6 or 7, wherein the first dome cover and the second dome cover
Tempered glass, thermosetting resin panel, glass fiber reinforced plastic (FRP), polycarbonate, acrylic based plate, aluminum, iron plate, stainless steel any one of the construction method of the construction method. The method according to any one of claims 1, 2, 6 and 7, wherein each strut is
A virtual center point vertically lowered from the main gusset, which is the center of the dome structure, is set, and an arbitrary first point on the upper part of the building covered by the dome structure is set, and a second point facing the first point in diameter. After setting, the length of the circular arc generated by dividing the angle formed by the first straight line that is formed by connecting the line from the first point to the center point and the second straight line that is created by connecting the line from the second point to the center point by an equal angle A method of constructing a dome structure, characterized in that the length of the furnace strut is determined.
The method according to any one of claims 1, 2, 6 and 7, wherein the main gusset
When there are a plurality of center points of the dome structure, the construction method of the dome structure, characterized in that arranged in each of the center point.
The method according to any one of claims 1, 2, 6 and 7, wherein the main gusset, a plurality of auxiliary gussets, a plurality of struts
Construction method of the dome structure, characterized in that the material of any one of aluminum, iron plate, stainless steel.
The building according to any one of claims 1, 2, 6, and 7, wherein
Construction method of the dome structure, characterized in that any one of reinforced concrete structure, concrete structure, steel structure, steel frame structure.
A main gusset having a pair of upper main gussets and a lower main gusset;
Assembled between the upper main gusset and the lower main gusset, is formed in the form of an H-beam two projections formed in the longitudinal direction at the top and a groove is formed between the two projections at the same time the first hole is formed on one side And a second hole is formed on the other side of the upper side and a third hole is formed on the other side of the lower side, and a fourth hole is formed on the other side of the lower side and bolted to the upper main gusset through the first hole. A plurality of first struts bolted to the lower main gusset through three holes;
Each of the plurality of first struts is assembled with a pair of upper auxiliary gussets and lower auxiliary gussets, respectively, on opposite sides of the main gusset, wherein the second hole and the upper auxiliary gusset are assembled, and the fourth hole and the lower auxiliary A first auxiliary gusset, to which the gusset is assembled;
A plurality of second struts each assembled between the first auxiliary gusset and another neighboring first auxiliary gusset, the second struts having the same structure as the first struts;
A plurality of third struts assembled to the first auxiliary gusset and assembled downward from the opposite side to which the main gusset is disposed and having the same structure as the first and second struts;
A second auxiliary gusset, wherein each of the third struts is assembled on each of opposite sides to be assembled with the first auxiliary gusset, the second auxiliary gusset having the same structure as the first auxiliary gusset;
A fourth strut assembled between each of the second auxiliary gusset and another neighboring second auxiliary gusset, the fourth strut having the same structure as the first, second and third struts;
A plurality of shoes assembled radially to the nth auxiliary gusset at the end of the dome structure by the configuration such as the first strut, the first auxiliary gusset, the third strut, the second auxiliary gusset, and the fourth strut;
A plurality of shoe bases assembled with the plurality of shoes and assembled with the upper part of the building covered with the dome structure;
A dome cover bent at an end to cover the first space formed by the dome structure armature;
A side cover bent at an end to cover the second space formed by the building and the strut between the shoe base and the assembled shoe;
A baton disposed on the dome cover or the top of the side cover and having a fifth hole for bolting; And
A gasket waterproof between the dome cover and the baton or between the side cover and the baton; And
Consists of a bolt that is coupled to the groove formed in the first strut through the fifth hole formed in the baton,
The plurality of dome covers, a plurality of baton, a plurality of gaskets and a plurality of bolts covering all of the plurality of first spaces formed and a plurality of side covers, a plurality of baton, a plurality of gaskets, and a plurality of bolts A dome structure, covering all two formed second spaces.
A main gusset having a pair of upper main gussets and a lower main gusset;
Assembled between the upper main gusset and the lower main gusset, is formed in the form of an H-beam, the tenth protrusion and the eleventh protrusion is formed in the longitudinal direction at the top and the twelfth protrusion and the eleventh protrusion between the tenth protrusion and the eleventh protrusion; At the same time a 13 protrusion is formed, 10 holes are formed on one side of the upper side, an 11th hole is formed on the other side of the upper side, a 12th hole is formed on the lower side, and a 13th hole is formed on the other side of the lower side. A plurality of tenth struts bolted to the upper main gusset through the 10 holes and bolted to the lower main gusset through the 12 holes;
Each of the plurality of tenth struts is assembled with a pair of upper auxiliary gussets and lower auxiliary gussets, respectively, on opposite sides of the main gusset, wherein the eleventh hole and the upper auxiliary gusset are assembled, and the thirteenth hole and the lower auxiliary A tenth auxiliary gusset in which the gusset is assembled;
A plurality of twentieth struts assembled between the tenth auxiliary gusset and another neighboring tenth auxiliary gusset, the plurality of twentieth struts having the same structure as the tenth struts;
A plurality of thirty struts assembled to the tenth auxiliary gusset and assembled downward from the opposite side on which the main gusset is disposed and having the same structure as the first and second struts;
A twentieth auxiliary gusset, wherein each of the thirtieth struts is assembled on each of opposite sides to be assembled with the tenth auxiliary gusset, and has the same structure as the tenth auxiliary gusset;
A 40th strut assembled between each of the 20th auxiliary gusset and the other 20th auxiliary gusset adjacent to each other, the 40th strut having the same structure as the 10th, 20th and 30th struts;
A plurality of shoes assembled radially to the nth auxiliary gusset at the end of the dome structure by the configuration such as the tenth strut, the tenth auxiliary gusset, the thirtieth strut, the twenty auxiliary gusset, and the forty-second strut;
A plurality of shoe bases assembled with the plurality of shoes and assembled with the upper part of the building covered with the dome structure;
A first dome cover having an end portion bent to cover a tenth space formed in the dome structure skeleton and disposed between the tenth and twelve protrusions;
A second dome cover having an end portion bent to cover a tenth space formed in the dome structure skeleton and disposed between the eleventh protrusion and the thirteenth protrusion;
A side cover bent at an end to cover the twentieth space formed by the building and the strut between the shoe base and the assembled shoe;
A baton having a fourteenth hole formed to be stacked on the first and second dome cover or the upper side cover and bolted thereto; And
A gasket waterproof between the first and second dome covers and the baton or between the side cover and the baton; And
Is composed of a bolt coupled between the twelfth projection and the thirteenth projection formed in the first strut through the fourteenth hole formed in the baton,
Covering all of the plurality of tenth spaces formed by the plurality of first and second dome covers, the plurality of batons, the plurality of gaskets, and the plurality of bolts, the plurality of side covers, the plurality of batons, the plurality of gaskets, and And a plurality of bolts covering all of the plurality of formed twenty spaces.

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