KR20210085111A - Wind reinforcement solution for communication equipment and constructing method for the same - Google Patents

Abstract

A wind pressure reinforcement structure of communication equipment according to an embodiment of the present invention comprises: a central support for supporting a central portion of the communication equipment at an installation site for the communication equipment to be installed; a wind pressure reinforcement enclosure disposed on at least one of the side parts of the central support to stably support the wind pressure load of the communication equipment; a plurality of heavy material blocks accommodated in a receiving portion formed in the wind pressure reinforcement enclosure; and a first structural tape that is disposed between the bottom surface of the installation site and the lower surface of the wind pressure reinforcement enclosure to increase the wind pressure reinforcement performance for the communication equipment, and mutually attachs the bottom surface of the installation site and the lower surface of the wind pressure reinforcement enclosure.

Description

Wind pressure reinforcement structure for communication equipment and its construction method {WIND REINFORCEMENT SOLUTION FOR COMMUNICATION EQUIPMENT AND CONSTRUCTING METHOD FOR THE SAME}

The present invention relates to a wind pressure reinforcement structure of communication equipment and a construction method thereof, and more particularly, it can stably support the wind pressure load of communication equipment installed outdoors with a compact structure, and also provides convenience and work efficiency for construction work. It relates to a structure for reinforcing wind pressure of communication equipment that can be increased and a construction method thereof.

In general, communication equipment is classified into a wireless method and a wired method according to a communication method, but in the case of the wireless method, a radio wave is transmitted to the air or received a radio wave transmitted through the air in order to achieve the purpose of communication.

An antenna for emitting radio waves into the air and receiving radio waves to a receiver is a representative example of wireless communication equipment as described above. In particular, as the use of mobile communication terminals such as mobile phones, tablet PCs, and notebook computers increases, a plurality of communication devices must be installed to prevent blind spots in communication.

By the way, communication equipment is being installed on the roof or roof of a building structure such as a building or a house. As described above, since the communication equipment is arranged in a long protruding structure on the upper part of the building structure, it is inevitably affected by the wind, which may cause a problem in that it is tilted and fell or is damaged by the wind pressure load.

To prevent this, installation regulations for facilities subject to wind pressure, such as communication equipment, are compulsory by law. Therefore, the installation structure of communication equipment is designed and designed to sufficiently secure safety against wind pressure loads in various environments. should be constructed

That is, the communication equipment must provide an installation structure so that the design value of the wind pressure load applied to the installation area with the building structure is greater than the pre-defined allowable value. For example, in the installation structure of communication equipment, the wind pressure per 1㎡ of vertical projection area of the communication equipment must meet the tolerance stipulated by laws and regulations.

For example, in Korean Patent Registration No. 10-1926109 (Title of the invention: Antenna holder with easy tilt adjustment, registration date: November 30, 2018), the bracket on which the antenna is installed is coupled to the rotation shaft installed between the pair of supports. Since it rotates based on the rotation axis, the tilt of the antenna can be easily adjusted, and after the tilt of the antenna is adjusted, both ends of the bracket on which the antenna is installed are fastened to the pair of supports so that the antenna is stable by the pair of supports. Disclosed is an antenna cradle supported by

In Korea Patent Registration No. 10-1926109 as described above (title of invention: antenna holder with easy tilt adjustment, registration date: November 30, 2018), the support is a structure supported by being coupled to one side of the base frame filled with concrete blocks. .

However, since the antenna holder of Korea Patent No. 10-1926109 cannot support the wind pressure load of the antenna only with the load of the concrete blocks filled in the foundation frame, the foundation frame is attached to the roof of the building structure by using a fastening member such as an anchor bolt. It is constructed by fixing it to the roof or by fixing it to the roof.

That is, in the related art, in order to install communication equipment, a fastening hole for fastening an anchor bolt must be formed on the roof or roof of a building structure, and the wind pressure load of the communication equipment is supported by using the fastening force of the anchor bolt.

Because, when the antenna holder of Korea Patent Registration No. 10-1926109 is supported only with concrete blocks without using anchor bolts, the amount of concrete blocks used increases and the size of the foundation frame can be greatly increased, and due to the increase in the size of the foundation frame, This is because, as the installation area of communication equipment increases, the usage fee to be paid to the building owner when the communication equipment is installed may increase significantly.

However, in recent years, the number of cases in which the building owner refuses to use the anchor bolt is increasing due to problems such as deterioration of waterproofness and durability of the roof or roof of a building structure. Therefore, since it is difficult to adequately respond to the wind pressure load of communication equipment with only concrete blocks, the installation area of communication equipment increases, resulting in a problem in that the construction cost and the usage fee of the building structure are greatly increased.

Korean Patent No. 10-1926109 (Registration 2018.11.30)

An embodiment of the present invention provides a structure for reinforcing wind pressure of communication equipment capable of supporting the wind pressure load of communication equipment installed on a roof or roof of a building structure in a compact structure, and a construction method thereof.

In addition, the embodiment of the present invention can be very easily constructed on the roof or roof of a building structure when the communication equipment is installed, and by increasing the efficiency of the work for the construction work of the communication equipment, the construction time and construction cost of the communication equipment can be reduced. Provided are a wind pressure reinforcement structure for communication equipment that can significantly reduce the cost and a method for constructing the same.

In addition, an embodiment of the present invention provides a wind pressure reinforcement structure for communication equipment that can stably support the wind pressure load acting on the communication equipment without using a fastening member such as an anchor bolt when installing the communication equipment, and a construction method thereof. do.

According to an embodiment of the present invention, at least one of the central support for supporting the central portion of the communication equipment at the installation location for the communication equipment to be installed, and the side portions of the central support to stably support the wind pressure load of the communication equipment. The wind pressure reinforcing enclosure disposed, a plurality of heavy material blocks accommodated in a receiving portion formed in the wind pressure reinforcing enclosure, and the bottom surface of the installation place and the wind pressure reinforcing enclosure to increase the wind pressure reinforcing performance for the communication equipment It provides a wind pressure reinforcing structure of communication equipment including a first structural tape disposed between the lower surface of the installation site and bonding the lower surface of the wind pressure reinforcing enclosure to each other.

Preferably, a primer may be applied to the bottom surface of the installation site to stably secure adhesion with the first structural tape. The application of the primer may be performed prior to disposing the wind pressure reinforcing enclosure on the floor surface of the installation site.

Preferably, the wind pressure reinforcement enclosure may extend long in a direction away from the central support. A plurality of the weight material blocks may be disposed inside the receiving unit so as to be parallel to the longitudinal direction of the wind pressure reinforcing enclosure.

Preferably, at least four or more planar side portions may be disposed on the central supporter. The wind pressure reinforcement enclosure may be disposed on each of the side parts.

Preferably, the wind pressure reinforcing enclosure includes the enclosure body in which the accommodating part is formed, a first connection panel part provided at one end of the enclosure body to be in close contact with the side part of the central support, and the first connection panel part to face the enclosure body. It may include a second connection panel portion provided at the other end of the housing body.

In the first connection panel part and the second connection panel part, a binding hole part into which a fastening rod for penetrating and binding the heavy material blocks accommodated in the accommodating part is inserted may be formed, respectively.

The binding hole portion may extend long in one direction to compensate for a change in the fastening position of the fastening rod.

Preferably, the wind pressure reinforcing structure of communication equipment according to an embodiment of the present invention includes a side reinforcing member disposed on at least one of side portions of the wind pressure reinforcing enclosure, and a lower surface of the side reinforcing member and the installation place. It may further include a second structural tape disposed between the lower surface of the side reinforcement member and the bottom surface of the installation site to bond the bottom surface to each other.

The side reinforcement member may include a vertical frame connected to the side portion of the housing body, and a horizontal frame that is bent and extended from the vertical frame and is adhesively fixed to the bottom surface of the installation site by the second structural tape.

Preferably, the wind pressure reinforcing structure of the communication equipment according to an embodiment of the present invention is disposed between the vertical frame and the side portion of the wind pressure reinforcing enclosure so as to bond the side portions of the vertical frame and the wind pressure reinforcing enclosure to each other. A third structural tape may be further included.

According to another aspect of the present invention, the steps of disposing a wind pressure reinforcement enclosure on at least one of the side parts of a support for supporting the central part of the communication device at an installation place where the communication equipment is installed, and receiving formed in the wind pressure reinforcement box It provides a method of constructing a wind pressure reinforcing structure comprising the step of accommodating a plurality of weight blocks in a unit.

In the step of arranging the enclosure for wind pressure reinforcement, the bottom surface of the installation place and the lower surface of the enclosure for wind pressure reinforcement may be mutually bonded with a structural tape.

Preferably, in the method of constructing a wind pressure reinforcing structure according to another aspect of the present invention, prior to the step of arranging the wind pressure reinforcing enclosure, a primer for stably securing adhesion with the structural tape is applied to the bottom surface of the installation site. It may further include the step of applying to the.

Preferably, the method of constructing a wind pressure reinforcing structure according to another aspect of the present invention may further include disposing a side reinforcing member on at least one of side portions of the wind pressure reinforcing enclosure.

In the step of disposing the side reinforcement member, the bottom surface of the installation site and the lower surface of the side reinforcement member may be mutually bonded with a structural tape, and the side surface of the wind pressure reinforcement enclosure and the side surface of the side reinforcement member may be formed with structural tape. can be bonded to each other.

Wind pressure reinforcement structure of communication equipment and its construction method according to an embodiment of the present invention, after fixing the wind pressure reinforcement enclosure disposed on the side of the central support with structural tape to the bottom surface of the installation place, and then receiving the wind pressure reinforcement enclosure Since it is a structure in which a plurality of heavy material blocks are arranged on the part, the use of fastening members such as anchor bolts, which were used previously, can be omitted or reduced because the wind pressure reinforcement box is fixed at the installation site using structural tape. Deformation and damage to the installation site due to the use of members, difficulty in construction work, and deterioration of waterproofness can be prevented in advance.

In addition, the wind pressure reinforcing structure and its construction method for communication equipment according to an embodiment of the present invention, but respectively disposing heavy material blocks inside the wind pressure reinforcement enclosures connected to the side portion of the central support, but using a structural tape to reinforce the wind pressure Since it is a structure that adhesively fixes the enclosures to the installation site, the overall structure of the wind pressure reinforcement structure can be provided very compactly, and the area of the installation site can also be reduced, so that the usage fee to be paid to the building owner of the installation site can be greatly reduced.

In addition, the wind pressure reinforcing structure of communication equipment and its construction method according to an embodiment of the present invention is a structure in which the wind pressure reinforcing enclosures are firmly fixed to the floor surface of the installation site by using the adhesive force of the structural tape. By replacing the fastening force of fastening members such as anchor bolts with the adhesive force of structural tape, the wind pressure load of telecommunication equipment can be stably supported even without the use of fastening members. It is possible to realize an increase in the working efficiency for the work and a reduction in the construction time.

In addition, the wind pressure reinforcement structure of the communication equipment and the construction method thereof according to an embodiment of the present invention can sufficiently secure the adhesive force between the installation site and the structural tape by applying a primer to the bottom surface of the installation site.

In addition, the wind pressure reinforcing structure of communication equipment and its construction method according to an embodiment of the present invention further arranges a side reinforcing member on the side portion of the wind pressure reinforcing enclosure, but attaches the side reinforcing member to the bottom surface of the installation site with structural tape Since the structure is fixed, it is possible to further increase the wind pressure reinforcement performance of the wind pressure reinforcement structure.

1 is a side view showing a wind pressure reinforcement structure of a communication device according to an embodiment of the present invention.
Figure 2 is a plan view showing the wind pressure reinforcement structure of the communication equipment shown in Figure 1;
FIG. 3 is a view showing a cross-section taken along line AA shown in FIG. 2 .
4 is an exploded perspective view showing the central support, the wind pressure reinforcement housing and the side reinforcement member shown in FIG. 2 .
5 is a flowchart illustrating a method of constructing a wind pressure reinforcing structure according to an embodiment of the present invention.
6 is a plan view showing a wind pressure reinforcement structure of a communication device according to another embodiment of the present invention.
FIG. 7 is a cross-sectional view taken along line BB shown in FIG. 6 .

Hereinafter, embodiments according to the present invention will be described in detail with reference to the accompanying drawings. However, the present invention is not limited or limited by the examples. Like reference numerals in each figure indicate like elements.

1 is a side view showing a wind pressure reinforcing structure 100 of a communication device 10 according to an embodiment of the present invention, and FIG. 2 is a wind pressure reinforcing structure 100 of the communication device 10 shown in FIG. It is a plan view shown, and FIG. 3 is a view showing a cross-section taken along line AA shown in FIG. 2 . 4 is an exploded perspective view showing the central support 110, the wind pressure reinforcement housing 120 and the side reinforcement member 150 shown in FIG.

1 and 2 , the wind pressure reinforcement structure 100 of the communication device 10 according to an embodiment of the present invention includes a central support 110 , a wind pressure reinforcement enclosure 120 , and a heavy material block 130 . , and structural tape 140 .

The wind pressure reinforcing structure 100 of this embodiment is a configuration corresponding to an installation structure for supporting the communication equipment 10, and it is possible to install and fix the communication equipment 10 at the installation site 20 of the building structure, as well as It is possible to stably support the wind pressure load applied to the communication equipment 10 . The installation location 20 as described above may be provided on the roof or roof of the building structure, and may be provided in a state in which the tile, the tile 22 or the paint layer provided on the surface of the roof or roof are removed.

In addition, the central support 110 and the wind pressure reinforcement enclosure 120 of this embodiment are disposed on the bottom surface of the installation location 20, the wind pressure reinforcement enclosure 120 is the installation location 20 by the structural tape 140 ) can be adhesively fixed to the bottom surface, and the central support 110 can be fixed to the bottom surface of the installation site 20 by a fastening member such as an anchor bolt, a structural tape 140, or other various fixing methods. have.

Hereinafter, in this embodiment, for convenience of description, the central support 110 is also described as being adhesively fixed to the bottom surface of the installation site 20 by the structural tape 140 like the wind pressure reinforcement enclosure 120 .

In addition, in this embodiment, the primer 40 may be applied to the bottom surface of the installation site 20 in order to stably secure the adhesive force between the bottom surface of the installation site 20 and the structural tape 140 . The application of the primer 40 as described above may be carried out before arranging the wind pressure reinforcement enclosure 120 on the bottom surface of the installation site 20 .

In particular, when a crack is generated on the bottom surface of the installation site 20, the primer 40 is applied after removing the existing waterproofing layer applied to the bottom surface of the installation site 20, and on the bottom surface of the installation site 20 When grains of sand are visible, the bottom surface of the installation site 20 is polished with a grinding stone and then the primer 40 is applied. When the application layer of the primer 40 is provided on the bottom surface of the installation place 40 as described above, the surface to be adhered to the structural tape 140 is formed to be flat, so that the adhesive force of the structural tape 140 can be secured as much as possible. , the problem of the presence of foreign substances or moisture on the adhesive surface with the structural tape 140 can also be solved.

In addition, the central support 110, the wind pressure reinforcement housing 120 and the weight block 130 of the present embodiment may be connected to each other in various ways. For example, the central support 110 and the wind pressure reinforcement housing 120 may be connected by a fastening member, or may be adhesively connected by a structural tape 140 or other adhesive. In addition, the heavy material block 130 and the wind pressure reinforcement enclosure 120 may also be connected by a fastening member or adhesively connected with a structural tape 140 or other adhesive.

Hereinafter, in the present embodiment, the central support 110 and the wind pressure reinforcement enclosure using the fastening member 160 in a state in which the weight block 130 is accommodated in the receiving part S formed in the wind pressure reinforcement enclosure 120 . It will be described as connecting the 120 and the weight block 130 .

For example, in the central support 110, the wind pressure reinforcement enclosure 120 and the weight block 130, binding hole portions 110a, 110b, 120a, 130a may be provided to communicate with each other, respectively, and the binding hole portion ( 110a, 110b, 120a, 130a, the fastening member 160 is fastened to pass through, the central support 110, the wind pressure reinforcement enclosure 120, and the weight block 130 can be bound and fixed.

Here, the binding hole portions 110a, 110b, 120a, 130a are for wind pressure reinforcement so as to correspond to the first binding hole parts 110a and 110b and the first binding hole parts 110a and 110b formed on the side surfaces of the central support 110 . The second binding hole portion 120a formed in the housing 120 and the third binding hole portion 130a formed in the heavy material block 130 to correspond to the first binding hole portions 110a and 110b may be provided.

1 to 4 , the fastening member 160 is described as including a fastening rod 162 and a fastening nut 164 . However, the present invention is not limited thereto, and other types of fastening members 160 capable of being fastened to the binding hole portions 110a, 110b, 120a, and 130a may be used. On the other hand, in this embodiment, two wind pressure reinforcement enclosures 120 arranged symmetrically with each other around the central support 110 using a single fastening member 160 are described as being connected together with the central support 110 . do.

The fastening rod 162 is a rod-shaped member inserted through the first binding hole parts 110a and 110b, the second binding hole part 120a, and the third binding hole part 130a, and is fastened with the fastening nut 164. A male thread portion for being may be formed on the outer peripheral surface. At this time, the fastening rod 162 may be disposed to penetrate through the first binding hole parts 110a and 110b of the central support 110 and the second binding hole part 120a of the two symmetrical wind pressure reinforcement enclosures 120 . have.

The fastening nut 164 is a nut member each fastened to both ends of the fastening rod 162 , and a female screw portion for fastening with the male screw portion of the fastening rod 162 may be formed on the inner circumferential surface. By the fastening force of the fastening nut 164 and the fastening rod 162 as described above, the central support 110 and the wind pressure reinforcing enclosure 120 may be tightly coupled to each other. At this time, the fastening nut 164 may be fastened to both ends of the fastening rod 162 in a shape in close contact with the ends of the two wind pressure reinforcing enclosures 120 arranged symmetrically with each other around the central support 110 .

Hereinafter, in this embodiment, a pair of fastening nuts 164 will be described as being respectively fastened to both ends of the fastening rod (162). The pair of fastening nuts 164 as described above may be formed so that the screw direction of the female screw part is opposite to each other so that the direction of rotation is opposite to each other when fastening with the fastening rod 162 . Accordingly, the pair of fastening nuts 164 can be prevented from loosening from the fastening rod 162 while being arbitrarily rotated in one direction.

1 to 4 , the central support 110 of this embodiment is a member for supporting the central portion of the communication device 10 , and may be connected to the lower portion of the communication device 10 . The central support 110 may be disposed at the installation location 20 for the communication equipment 10 to be installed. A plurality of the central support 110 as described above may be used depending on the design conditions and circumstances of the wind pressure reinforcing structure 100 , but in this embodiment, only a single central support 110 is used.

The first binding hole portions 110a and 110b may be horizontally formed in the central support 110 so that the fastening rod 162 is disposed to pass therethrough. A plurality of first binding hole portions 110a and 110b as described above may be provided in the central support 110 according to the number of wind pressure reinforcing enclosures 120 connected to the central support 110 .

For example, at least four or more planar side portions may be disposed on the central support 110 . In the side portions of the central support 110 as described above, the first binding hole portions 110a and 110b are provided so that the wind pressure reinforcement enclosure ( ) may be disposed, respectively. Accordingly, the first binding hole portions 110a and 110b may be provided to be spaced apart from each other at a predetermined angle in the circumferential direction of the central support 110 so as to be respectively disposed at positions corresponding to the wind pressure reinforcing enclosures 120 .

1 to 4 , the first binding hole portions 110a and 110b are respectively disposed on side portions of the central support 110 , and may be disposed to be spaced apart from each other in the vertical direction as well. Because, when the first binding hole parts 110a and 110b are disposed at the same height on the central support 110 , the first binding hole parts 110a and 110b may be disposed to overlap each other at the center of the central support 110 , This is because the fastening rods 162 may interfere with each other at the center of the central support 110 while the fastening rods 162 are inserted into the first binding hole portions 110a and 110b. Accordingly, in the present embodiment, it is preferable that the first binding hole portions 110a and 110b are provided to be spaced apart from the central support 110 by a predetermined distance in the vertical direction.

1 to 3, the wind pressure reinforcement enclosure 120 of this embodiment is a member connected to the central support 110 in order to stably support the wind pressure load of the communication equipment 10, the central support 110) It may be disposed on at least one of the side parts of the.

An accommodating part (S) for accommodating the weight block 130 may be formed inside the enclosure 120 for reinforcing wind pressure as described above. For example, in this embodiment, the wind pressure reinforcement enclosure 120 is provided in a box shape that can accommodate the weight material block 130, and the opening through which the weight material block 130 can enter and exit the wind pressure reinforcement enclosure ( By forming the upper portion of the 120, the receiving portion (S) can be formed.

Here, the wind pressure reinforcement enclosure 120 may be provided in a box shape of a rectangular parallelepiped elongated in a direction away from the central support 110 . At this time, the receiving portion (S) may be formed to be elongated in the shape of a rectangular groove along the longitudinal direction of the wind pressure reinforcement enclosure (120). Accordingly, a plurality of weight material blocks 130 may be disposed inside the receiving unit S so as to be parallel to the longitudinal direction of the wind pressure reinforcement enclosure 120 .

In addition, a plurality of wind pressure reinforcement enclosure 120 may be disposed to be spaced apart from each other along the circumferential direction on the central support 110 . For example, in the central support 110 , at least three or more planar side portions may be disposed along the circumferential direction of the central support 110 , and the wind pressure reinforcement enclosure 120 is a side portion of the central support 110 . can be placed in each of them. At this time, since the wind pressure reinforcement enclosures 120 are disposed elongated outward from the central support 110 , they may be disposed in a radial structure around the central support 110 when viewed from above.

Hereinafter, in this embodiment, it will be described that the central support 110 is formed in a box shape having four side portions, and the wind pressure reinforcement enclosure 120 is disposed on the side portions of the central support 110 , respectively. However, the present invention is not limited thereto, and the wind pressure reinforcement enclosure 120 may be selectively disposed on only one to three of the side portions of the central support 110 . At this time, one end of the wind pressure reinforcement enclosure 120 may be provided in a panel shape corresponding to the side portion of the central support 110 so as to be closely connected to the side portion of the central support 110 .

On the other hand, in a portion of the wind pressure reinforcement enclosure 120 that is not connected to the central support 110 , another wind pressure reinforcement enclosure 120 may be additionally connected, or another central support 110 may be additionally connected. That is, it is possible to increase the number of uses of the central support 110 and the wind pressure reinforcement housing 120 by additionally connecting the central support 110 and the wind pressure reinforcement enclosure 120 , and accordingly, the wind pressure reinforcement structure 100 . By increasing the size and weight, it is possible to effectively respond to an increase in the size of the communication equipment 10 and an increase in wind pressure load.

Specifically, according to the size and shape of the communication device 10, the size of the load and the wind pressure load of the communication device 10 may be increased. When the size of the load and the wind pressure load of the communication equipment 10 is increased, it is preferable to respond in a direction to increase the size and weight of the wind pressure reinforcement structure 100 as well. However, the method of increasing the size of the central support 110 and the enclosure 120 for wind pressure reinforcement has limitations in manufacturing, and the construction work is very difficult and thus inefficient. Therefore, in this embodiment, it is possible to respond to the increase in the size of the load and the wind pressure load of the communication equipment 10 by using a method of additionally connecting the central support 110 and the wind pressure reinforcement enclosure 120 . Since the method of additionally connecting the central support 110 and the wind pressure reinforcement enclosure 120 as described above has a structure that increases only the number of use of the central support 110 and the wind pressure reinforcement enclosure 120, the central support 110 ) and the wind pressure reinforcement enclosure 120 does not need to be separately manufactured according to the size.

1 to 3 , the wind pressure reinforcement enclosure 120 may include an enclosure body 122 , a first connection panel part 124 , and a second connection panel part 126 .

The enclosure body 122 may be provided in a rectangular box shape. The upper portion of the housing body 122 is formed in an open shape, so that the accommodating part S may be provided in the housing body 122 . The lower surface of the housing body 122 as described above may be adhesively fixed to the bottom surface of the installation site 20 with the structural tape 140 .

The first connection panel part 124 may be disposed in close contact with the side surface of the central support 110 . The first connection panel part 124 as described above is provided at one end of the housing body 122, and may be provided in a panel shape corresponding to the side part of the central support 110 so as to be in close contact with the side part of the central support 110. have. Here, in the central portion of the first connection panel part 124 , the second binding hole part 120a may be provided in a shape corresponding to the first binding hole part 110a and 110b.

The second connection panel part 126 may be provided at the other end of the housing body 122 to face the first connection panel part 124 . The second connection panel part 126 as described above may be formed in the same panel shape as the first connection panel part 124 , but is not limited thereto, and the first connection panel part 124 and the second connection panel part ( 126) may be formed in different shapes as needed. Here, in the central portion of the second connection panel part 126 , the second binding hole part 120a may be provided in a shape corresponding to the first binding hole parts 110a and 110b like the first connection panel part 124 .

The second binding hole portion 120a as described above may extend long in one direction to compensate for the assembly tolerance between the central support 110 and the first binding hole portion 110a and 110b when assembling the wind pressure reinforcement enclosure 120 . Hereinafter, in the present embodiment, it will be described that the second binding hole portion 120a is formed to be elongated in the vertical direction.

For reference, the second connection panel part 126 is connected to the first connection panel part 124 of the other wind pressure reinforcement enclosure 120 so that another wind pressure reinforcement enclosure 120 is additionally disposed adjacently, or The other central support 110 may be connected to the side portion of the other central support 110 to be additionally disposed.

1 to 4, the first binding hole parts 110a and 110b of this embodiment are upper first binding hole parts 110a spaced apart from the center of the side part of the central support 110 by a certain height upward; And it may be provided as a lower first binding hole portion (110b) spaced a predetermined height downward from the center of the side portion of the central support (110). In this case, the upper first binding hole portion 110a may be formed to communicate with each other on two side portions arranged in parallel, not adjacent to each other, among the four side portions formed on the central support 110 . The lower first binding hole part 110b is formed to communicate with two other side parts arranged side by side rather than adjacent to each other among the four side parts formed in the central support 110, and the two other side parts are the upper first binding hole part. (110a) may be disposed adjacent to the formed side portions in an orthogonal shape.

At this time, the second binding hole portion 120a of this embodiment is vertically aligned to compensate for a change in the fastening position of the fastening rod 162 inserted into either the upper first binding hole part 110a or the lower first binding hole part 110b. It is provided long in the direction, and may extend to a length corresponding to the spaced distance of the upper first binding hole part 110a or the lower first binding hole part 110b. The second binding hole part 120a as described above is the separation distance between the upper first binding hole part 110a or the lower first binding hole part 110b in consideration of the separation distance of the first binding hole parts 110a and 110b and the assembly tolerance. It is preferable to extend longer in the up-down direction. Therefore, the wind pressure reinforcement enclosure 120 can be used in common regardless of the change in the position of the upper first binding hole portion 110a or the lower first binding hole portion 110b formed on the side portion of the central support 110 .

1 to 3, the weight material block 130 of this embodiment is a member that provides a weight for responding to the wind pressure load of the communication equipment 10, and the receiving part of the wind pressure reinforcement enclosure 120 ( A plurality may be accommodated in S). As an example, the weight block 130 is a block of a hexahedral shape made of a concrete material, and may be arranged in a line along the longitudinal direction of the wind pressure reinforcement enclosure 120 inside the receiving part (S).

A third binding hole portion 130a may be formed in the center of the heavy material blocks 130 to correspond to the first binding hole portions 110a and 110b. That is, the weight block 130 is stably bound by the fastening rod 162 disposed to penetrate through the third binding hole parts 130a inside the receiving part S of the wind pressure reinforcement enclosure 120 , can be placed.

Meanwhile, the third binding hole 130a may be formed at a location spaced apart from the center of the weight material block 130 by a predetermined distance in either one of the upper and lower directions. Therefore, when connecting the third binding hole portion 130a of the heavy material block 130 to the upper first binding hole portion 110a of the central support 110 with the fastening rod 162, the weight material block 130 is the second 3 It may be arranged in the receiving portion (S) of the wind pressure reinforcement in a direction to position the hole portion (130a) on the upper side (120). In addition, when the third binding hole portion 130a of the heavy material block 130 is connected with the lower first binding hole portion 110b of the central support 110 with the fastening rod 162, the weight material block 130 is the second 3 It may be arranged in the receiving portion (S) of the wind pressure reinforcement in a direction to position the hole portion (130a) on the lower side (120).

1 to 3, the structural tape 140 of this embodiment is a central support 110, a wind pressure reinforcement enclosure 120, and a side reinforcement member 150 to be described later on the bottom surface of the installation place 20 It is a member for adhesive fixing. That is, the structural tape 140 may be disposed between the lower surface of the central support 110 and the bottom surface of the installation site 20 , and the lower surface of the wind pressure reinforcement enclosure 120 and the installation site 20 of the It may be disposed between the bottom surfaces, and may be disposed between the side reinforcement member 150 and the bottom surface of the installation site 20 .

The structural tape 140 as described above is a double-sided adhesive type structure for firmly adhering the central support 110 , the wind pressure reinforcement enclosure 120 , and the side reinforcement member 150 to the bottom surface of the installation site 20 . It may be provided with a special tape.

On the other hand, the structural tape 140 of this embodiment is the side portion and the side reinforcement member 150 of the wind pressure reinforcement enclosure 120 to adhesively fix the side reinforcement member 150 to the side portion of the wind pressure reinforcement enclosure 120 . It may be disposed between the side parts.

For example, structural tape 140 may be provided as first structural tape 142 , second structural tape 144 , third structural tape 146 , and fourth structural tape 148 .

The first structural tape 142 may be provided in a shape corresponding to the lower surface of the wind pressure reinforcement enclosure 120 , and to adhesively and fix the wind pressure reinforcement enclosure 120 to the bottom surface of the installation location 20 . It may be disposed between the lower surface of the enclosure 120 for wind pressure reinforcement and the bottom surface of the installation site 20 . The second structural tape 144 may be provided in a shape corresponding to the lower surface of the side reinforcement member 150 , and the side reinforcement member 150 is adhesively fixed to the bottom surface of the installation site 20 . It may be disposed between the lower surface of the member 150 and the bottom surface of the installation site 20 . The third structural tape 146 may be provided in a shape corresponding to the side portion of the side reinforcement member 150 , and the wind pressure reinforcement enclosure to adhesively fix the side reinforcement member 150 to the wind pressure reinforcement enclosure 120 . It may be disposed between the side portion of the 120 and the side portion of the side reinforcement member 150 . The fourth structural tape 148 may be provided in a shape corresponding to the lower surface of the central support 110 , and the central support 110 to adhesively fix the central support 110 to the bottom surface of the installation site 20 . ) may be disposed between the lower surface of the lower surface and the bottom surface of the installation site 20 .

In this embodiment, in a state in which the structural tape 140 is first adhered to the bottom surface of the installation site 20, the central support 110, the wind pressure reinforcement enclosure 120 and the side reinforcement member 150 are installed at the installation site 20 ), or in a state in which the structural tape 140 is first adhered to the lower surface of the central support 110, the wind pressure reinforcement enclosure 120 and the side reinforcement member 150, the central support 110) , the lower surface of the wind pressure reinforcement enclosure 120 and the side reinforcement member 150 may be seated on the bottom surface of the installation location 20 .

Therefore, the structural tape 140 is provided in a shape corresponding to the installation location 20, or the lower surface of the central support 110, the lower surface of the wind pressure reinforcement enclosure 120, and the lower surface of the side reinforcement member 150 The first to fourth structural tapes 142 , 144 , 146 , 148 corresponding to the portion and the side portion may be provided, or may be provided in a long strip shape that can be appropriately cut and used according to the shape and size of the adhesive surface.

Hereinafter, in this embodiment, for convenience of explanation, the structural tape 140 is first adhered to the bottom surface of the installation site 20 , and then the central support 110 , the wind pressure reinforcement enclosure 120 and the side reinforcement member 150 . ) is described as being seated on the bottom surface of the installation site 20, but the structural tape 40 is the lower surface of the central support 110, the lower surface of the wind pressure reinforcement enclosure 120, the side reinforcement member 150 of It will be described that the first to fourth structural tapes (142, 144, 146, 148) corresponding to the lower surface portion and the side portion, respectively, are provided.

1 to 3 , the wind pressure reinforcement structure 100 of the communication device 10 according to an embodiment of the present invention is a wind pressure reinforcement enclosure to increase the wind pressure reinforcement performance of the wind pressure reinforcement enclosure 120 . It may further include a side reinforcement member 150 disposed on at least one of the side portions of the 120 . The side reinforcement member 150 may be adhesively fixed to the bottom surface of the installation site 20 with the second structural tape 144 .

The side reinforcing member 150 as described above may be arranged in various positions or shapes so as not to interfere with the side reinforcing member 150 provided in the adjacent wind pressure reinforcing enclosure 120 . That is, the side reinforcing member 150 is provided only in some of the wind pressure reinforcing enclosures 120 , or provided only in any one of the left side or right side of the wind pressure reinforcing enclosure 120 , or the wind pressure reinforcing enclosure The side portions of the 120 may be provided with different lengths.

Hereinafter, in the present embodiment, it will be described that the side reinforcement member 150 is provided on the left side portion and the right side portion of the wind pressure reinforcement enclosure 120, respectively. For example, in this embodiment, the side reinforcement member 150 may be provided as the first side reinforcement member 150a and the second side reinforcement member 150b. The first side reinforcing member 150a is formed to have a length corresponding to the side portion of the wind pressure reinforcing enclosure 120 and may be respectively connected to the left and right side portions of the wind pressure reinforcing enclosure 120 . The second side reinforcing member 150b is respectively connected to the left side and the right side of the other adjacent wind pressure reinforcing enclosure 120, so as not to interfere with the first side reinforcing member 150a, the first side reinforcing member ( 150a) may be formed in a shorter length.

Meanwhile, the side reinforcement member 150 may include a vertical frame 152 , a horizontal frame 154 , and a connection frame 156 .

The vertical frame 152 may be closely connected to the side portion of the housing body 122 of the wind pressure reinforcement housing 120 . For example, the vertical frame 152 is fastened and fixed to the side portion of the housing body 122 with a fastening member such as a rivet or bolt, or is adhesively fixed to the side portion of the housing body 122 with an adhesive or an adhesive tape, or as described above. All fixing methods may be applied. However, in this embodiment, it is described that the vertical frame 152 is adhesively fixed to the side portion of the enclosure body 122 using the third structural tape 146 .

The horizontal frame 154 may be adhesively fixed to the bottom surface of the installation site 20 with a second structural tape 144 . The horizontal frame 154 may be provided to extend by bending from the lower end of the vertical frame 152 to be perpendicular to the vertical frame 152 .

The connection frame 156 may be provided to be connected to the vertical frame 152 and the vertical frame 152 to reinforce the connection structure between the vertical frame 152 and the vertical frame 152 .

5 is a flowchart illustrating a construction method of the wind pressure reinforcement structure 100 according to an embodiment of the present invention.

The construction method of the wind pressure reinforcement structure 100 according to an embodiment of the present invention configured as described above is as follows.

Referring to Figure 5, the construction method of the wind pressure reinforcement structure 100 according to an embodiment of the present invention, the step of applying the primer 40 to the bottom surface of the installation site 20 (see S1, S2), communication Placing the wind pressure reinforcement enclosure 120 on at least one of the side portions of the support 110 supporting the central portion of the communication equipment 10 at the installation site 20 where the equipment 10 is installed (S3, S4, S5), arranging the side reinforcing member 150 on at least one of the side portions of the wind pressure reinforcing enclosure 120 (see S6 and S7), and receiving portion (S) formed in the wind pressure reinforcing enclosure 120 and accommodating the plurality of weight blocks 130 (see S8).

As shown in FIG. 5 , the steps of applying the primer 40 (see S1 and S2 ) include cleaning and flattening the surface of the installation site 20 ( S1 ), and the bottom surface of the installation site 20 . and applying the primer 40 to (S2).

Here, in the step (S1) of cleaning and flattening the installation site 20, after selecting a place to install the communication equipment 10, the surface of the installation site 20 is cleaned or flattened. That is, the installation site 20 is cleaned to remove foreign substances or moisture attached to the surface of the installation site 20 , and the concavo-convex portions existing on the surface of the installation site 20 are removed to make it flat.

Since the installation site 20 of the communication equipment 10 is generally a roof or roof of a building structure, after removing the tile, tiles 22 and exterior materials present in the installation site 20, the surface of the building structure is exposed to the outside. expose In particular, when cracks occur on the surface of the installation site 20, the waterproof layer applied to the surface of the installation site 20 is also removed, and when sand grains are visible on the surface of the installation site 20, it is removed with a grinding stone.

And, in the step (S2) of applying the primer 40, the primer 40 is applied to the bottom surface of the installation site 20 exposed to the outside. As described above, the primer 40 is applied to the surface of the cleaning and planarized installation site 20 to form an application layer of the primer 40 on the surface of the installation site 20 . The coating layer of the primer 40 improves the waterproofing performance of the installation site 20 , removes cracks existing in the installation site 20 , and flattens the surface of the installation site 20 more precisely.

The step of applying the primer 40 as described above (S2) is preferably performed before the step of arranging the wind pressure reinforcement enclosure 120 (see S3, S4, S5).

5, the step of arranging the enclosure 120 for wind pressure reinforcement (see S3, S4, S5), the first, second, and fourth structural tapes 142, 144, 148 are installed at the installation site 20 Disposing on the bottom surface of (S3), using the fourth structural tape 148 to the bottom surface of the installation site 20 to adhesively fix the central support 110 (S4), and the central support 110) It includes a step (S5) of adhesively fixing the wind pressure reinforcement enclosure 120 using the first structural tape 142 on the bottom surface of the installation site 20 so that one end is in close contact with the side part of the.

Here, in the step (S3) of arranging the first, second, and fourth structural tapes 142, 144, and 148 at the installation site 20, the primer 40 applied to the bottom surface of the installation site 20 is to be cured. After waiting until the curing time, the first, second, and fourth structural tapes 142 , 144 , 148 are adhered to the surface of the applied layer of the cured primer 40 . At this time, the first, second, and fourth structural tapes (142, 144, 148) from which any one of the release papers disposed on both sides of the first, second, and fourth structural tapes 142, 144, 148 is peeled off and then the release paper is peeled off. One side of each is adhered to the bottom surface of the installation site (20).

On the bottom surface of the installation site 20, the fourth structural tape 148 is adhered to the seating position of the central support 110, and the first structural tape 142 is adhered to the seating position of the wind pressure reinforcement enclosure 120. and attaching the second structural tape 144 to the seating position of the side reinforcement member 150 .

And, in the step (S4) of adhesively fixing the central support 110, the central support 110 by seating the central support 110 on the fourth structural tape 148 adhered to the bottom surface of the installation site 20 It is placed at the installation site (20). At this time, after the release paper is removed from the surface of the fourth structural tape 148 , the lower surface of the central support 110 is seated on the surface of the fourth structural tape 148 .

In addition, in the step (S5) of bonding and fixing the enclosure 120 for wind pressure reinforcement, the wind pressure reinforcement is reinforced by seating the enclosure 120 for wind pressure reinforcement on the first structural tape 142 adhered to the bottom surface of the installation site 20 . Adhesive and fixed to the installation location (20) for the housing (120). At this time, after the release paper is removed from the surface of the first structural tape 142 , the lower surface of the wind pressure reinforcement housing 120 is seated on the surface of the first structural tape 142 . In addition, one end of the wind pressure reinforcing enclosure 120 is centrally connected to the first binding hole portions 110a and 110b of the central support 110 and the second binding hole 120a of the wind pressure reinforcing enclosure 120 to communicate with each other. It is disposed in close contact with the side portion of the support 110 .

As shown in FIG. 5, the step of disposing the side reinforcement member 150 (see S6, S7) is a step of connecting the side reinforcement member 150 to the side portion of the enclosure 120 for wind pressure reinforcement (S6), and adhesively fixing the side reinforcement member 150 to the bottom surface of the installation site 20 using the second structural tape 144 (S7).

Here, in the step (S6) of connecting the side reinforcement member 150, the side reinforcement member 150 is connected to the left side and the right side of the housing 120 for wind pressure reinforcement, respectively. That is, the vertical frame 152 of the side reinforcement member 150 is adhesively fixed to either the left side or the right side of the housing body 122 by the third structural tape 146 .

And, in the step (S3, S7) of adhesively fixing the side reinforcement member 150, the side reinforcement member 150 is seated on the bottom surface of the installation site 20 to be adhesively fixed to the second structural tape 144. At this time, after peeling off the release paper from the surface of the second structural tape 144 disposed on the bottom surface of the installation site 20 , the lower surface of the side reinforcement member 150 is seated on the surface of the second structural tape 144 .

The step (S6) of connecting the side reinforcing member 150 as described above and the step (S7) of adhesively fixing the side reinforcing member 150 may be performed as separate work processes, respectively, but The linking operation and the batch operation may be performed as a single operation process. On the other hand, unlike this embodiment, the side reinforcement member 150 is first connected to the side portion of the wind pressure reinforcement enclosure 120 , and then the wind pressure reinforcement enclosure 120 and the side reinforcement member 150 are installed at the installation location 20 . It is also possible to seat them on the floor at the same time.

As shown in FIG. 5 , in the step of accommodating the weight block 130 (see S8 ), the weight block 130 is put into the receiving part S of the enclosure 120 for wind pressure reinforcement. Arranged in a line along the longitudinal direction of (120). The weight block 130 as described above is a weight block 130 with respect to the first binding hole portions 110a and 110b of the central support 110 and the second binding hole portion 120a of the wind pressure reinforcement enclosure 120 . The arrangement direction of the weight material blocks 130 is appropriately selected so that the third binding hole portions 130a correspond to each other and inserted into the accommodating portion S.

Referring to FIG. 5 , the construction method of the wind pressure reinforcement structure 100 according to an embodiment of the present invention includes the steps of binding the central support 110 and the wind pressure reinforcement enclosure 120 and the weight block 130 ( S9) is further included.

In the step (S9) of binding the central support 110 and the wind pressure reinforcement enclosure 120 and the weight block 130, the first binding hole portions 110a and 110b of the central support 110, the wind pressure reinforcement enclosure ( After inserting the fastening rod 162 through the second binding hole part 120a of 120 and the third binding hole part 130a of the heavy material blocks 130, fastening nuts 164 at both ends of the fastening rod 162. ) is connected. That is, the central support 110 , the wind pressure reinforcement enclosure 120 , and the weight block 130 are firmly coupled and fixed to each other by the fastening rod 162 and the fastening nut 164 .

At this time, in the present embodiment, the fastening rod 162 is arranged in a straight line so as to be symmetrical about the central support 110, the central support 110, and two wind pressure reinforcement enclosure 120, and two wind pressure reinforcement It may be disposed to penetrate all the weight material blocks 130 accommodated in the housing 120 . Therefore, both ends of the fastening rod 162 may be exposed to protrude outwardly from the two wind pressure reinforcement enclosures 120 , and the fastening nut 164 is fastened to both ends of the externally exposed fastening rod 162 to the center The support 110 , the wind pressure reinforcement enclosure 120 , and the weight block 130 may be bound.

On the other hand, in the case of dismantling the wind pressure reinforcing structure 100 of this embodiment, after loosening the fastening nut 164 to separate the fastening rod 162, the heavy material blocks 130 are accommodated in the wind pressure reinforcing enclosure 120. Take it out of part (S). Then, water or lubricant is sprayed on the structural tape 140, and a wire such as a piano string is inserted crosswise into the contact surface of the structural tape 140 by pulling the wire to cut the structural tape 140, and the central support ( 110), the wind pressure reinforcement case 120, and the side reinforcement member 150 are removed from the surface of the installation site (20). In addition, the residue of the structural tape 140 remaining on the surface of the installation site 20 is scraped off, and the primer 40 is completely removed from the surface of the installation site 20 using a solvent such as acetone. Therefore, when the wind pressure reinforcement structure 100 is removed, the surface of the installation site 20 is not damaged or destroyed, and the existing waterproofing layer applied to the installation site 20 is not damaged and can be used as it is.

6 is a plan view showing the wind pressure reinforcing structure 200 of the communication device 10 according to another embodiment of the present invention, and FIG. 7 is a cross-sectional view taken along the line B-B shown in FIG. 6 .

In FIGS. 6 and 7 , reference numerals similar to those shown in FIGS. 1 to 4 denote the same members, and detailed description thereof will be omitted. Hereinafter, different points from the wind pressure reinforcing structure 100 of the communication equipment 10 shown in FIGS. 1 to 4 will be mainly described.

6 and 7, the wind pressure reinforcement structure 200 of the communication device 10 according to another embodiment of the present invention is the wind pressure reinforcement structure 100 of the communication device 10 shown in FIGS. 1 to 4 The difference is that the wind pressure reinforcement enclosure 120 is omitted, and the side reinforcement member 250 is directly connected to the side part of the weight block 130 .

That is, in this embodiment, a plurality of heavy material blocks 130 are connected in a line to the side portion of the central support 110 , and the heavy material blocks 130 and the central support 110 are fastened with the fastening rod 162 . It may be connected and fixed with a nut 164 . The heavy material blocks 130 as described above may be disposed in a state of being seated on the bottom surface of the installation site 20 . However, the present invention is not limited thereto, and the weight block 130 may be fixed to the surface of the installation site 20 by the structural tape 140 or a fastening member.

In addition, side reinforcing members 250 may be provided on side portions of the heavy material blocks 130 to increase the wind pressure reinforcing performance of the wind pressure reinforcing structure 100 . The side reinforcement member 250 as described above may be disposed on the bottom surface of the installation site 20 so as to be adhesively fixed by the second structural tape 144 .

The side reinforcing member 250 is provided in a structure similar to that of the side reinforcing member 150 shown in FIGS. 1 to 4 , but has a relatively shorter length than the side reinforcing member 150 shown in FIGS. 1 to 4 . can be That is, the side reinforcing member 250 of the present embodiment is not provided in a structure connected to all of the heavy material blocks 130 at once, but two to three weight material blocks 130 among the weight material blocks 130 . ) may be provided in a structure selectively connected to the . This is because it is relatively more difficult to connect the side reinforcement member 250 to the side portions of the weight block 130 than to the side portions of the wind pressure reinforcement enclosure 120 .

For example, the side reinforcing member 250 may include a first side reinforcing member 250a connected to side surfaces of the three heavy material blocks 130 , and a second side portion connected to the side portions of the two weight material blocks 130 . It may be provided as a reinforcing member 250b. The first side reinforcing member 250a and the second side reinforcing member 250b as described above are on the side portions of the heavy material blocks 130 to increase the wind pressure reinforcement performance of the communication equipment 10 while avoiding interference with each other. It can be selectively placed.

In this case, the side reinforcement member 250 may be connected to the side portions of the heavy material blocks 130 by the fastening bolt 252 or may be attached to the side portions of the weight material blocks 130 by the structural tape 140 . However, in this embodiment, it will be described that the side reinforcement member 250 is connected to the heavy material block 130 with the fastening bolt 252 without using the structural tape 140 .

As shown in FIG. 5 , the wind pressure reinforcement structure 200 of the communication device 10 according to another embodiment of the present invention has a weight material block 130 to further increase the wind pressure reinforcement performance of the weight material blocks 130 . ) of the central support 110 may further include an end reinforcing member 260 provided at the end of the weight block 130 furthest away.

The end reinforcement member 260 may be adhesively fixed to the bottom surface of the installation site 20 with the structural tape 140 . The end reinforcing member 260 as described above may be formed in the same and similar structure as the side reinforcing member 250 , and is formed of the heavy material block 130 by the fastening bolt 252 so as to be the same as the side reinforcing member 250 . It can be connected to the front part. However, the end reinforcing member 260 may be provided with a fourth binding hole (not shown) through which the fastening rod 162 is disposed. The fourth binding hole portion may be formed in the same manner as the second binding hole portion 120a illustrated in FIGS. 1 to 4 .

As described above, the wind pressure reinforcing structure 100 of the communication equipment 10 according to another embodiment of the present invention is compared to when the communication equipment 10 is newly installed in the installation location 20, the communication equipment installed in the existing (10) may be more suitable for increasing the reinforcement performance of wind pressure loads. That is, by applying the side reinforcement member 250 , the end reinforcement member 260 and the structural tape 140 in the process of performing maintenance on the installation structure of the communication equipment 10 installed previously, the communication equipment 10 It is possible to very easily increase the wind pressure compensation performance of the , and it is possible to prevent the cumbersome operation of reinstalling the existing communication equipment 10 to stably support the wind pressure load.

As described above, the embodiments of the present invention have been described with specific matters such as specific components and limited embodiments and drawings, but these are provided to help a more general understanding of the present invention, and the present invention is limited to the above embodiments Various modifications and variations are possible from these descriptions by those of ordinary skill in the art to which the present invention pertains. Accordingly, the spirit of the present invention should not be limited to the described embodiments, and not only the claims described below, but also all those with equivalent or equivalent modifications to the claims will fall within the scope of the spirit of the present invention.

10: communication equipment
20: installation location
40: primer
100, 200: wind pressure reinforcement structure
110: central support
110a, 110b: first binding hole portion
120: wind pressure reinforcement enclosure
120a: second binding hole portion
130: heavy material block
130a: third binding hole part
140: structural tape
150, 250: side reinforcement member
160: fastening member
162: fastening rod
164: fastening nut
260: end reinforcement member
S: receptacle

Claims (12)

a central support for supporting the central portion of the communication equipment at an installation location for the communication equipment to be installed;
a wind pressure reinforcement enclosure disposed on at least one of the side portions of the central support to stably support the wind pressure load of the communication equipment;
a plurality of weight material blocks accommodated in the receiving portion formed in the wind pressure reinforcement box; and
It is disposed between the bottom surface of the installation location and the lower surface of the wind pressure reinforcement enclosure to increase the wind pressure reinforcement performance for the communication equipment, and the bottom surface of the installation location and the lower surface of the wind pressure reinforcement enclosure are mutually bonded a first structural tape;
Wind pressure reinforcement structure of communication equipment comprising a.
According to claim 1,
A primer is applied to the bottom surface of the installation site to stably secure adhesion with the first structural tape,
The application of the primer is a wind pressure reinforcement structure of communication equipment, characterized in that it is carried out before arranging the wind pressure reinforcement enclosure on the floor surface of the installation place.

According to claim 1,
The wind pressure reinforcement enclosure extends long in a direction away from the central support,
The weight material block is a wind pressure reinforcement structure for communication equipment, characterized in that the plurality of blocks are disposed inside the receiving portion so as to be parallel to the longitudinal direction of the wind pressure reinforcement enclosure.
According to claim 1,
At least four or more planar side portions are disposed on the central support,
The wind pressure reinforcement structure for communication equipment, characterized in that the wind pressure reinforcement enclosure is disposed on the side parts, respectively.
According to claim 1,
The wind pressure reinforcement enclosure,
an enclosure body in which the accommodating part is formed;
a first connection panel portion provided at one end of the housing body so as to be in close contact with the side portion of the central support; and
and a second connection panel part provided at the other end of the housing body to face the first connection panel part;
Wind pressure reinforcement structure of communication equipment, characterized in that the first connection panel part and the second connection panel part, each of which is formed with a binding hole part into which a fastening rod for penetrating and binding the heavy material blocks accommodated in the accommodating part is inserted. .
6. The method of claim 5,
The wind pressure reinforcement structure of communication equipment, characterized in that the binding hole portion extends long in one direction to compensate for a change in the fastening position of the fastening rod.
7. The method according to any one of claims 1 to 6,
a side reinforcement member disposed on at least one of side portions of the wind pressure reinforcement enclosure; and
a second structural tape disposed between the lower surface of the side reinforcement member and the bottom surface of the installation site to mutually bond the lower surface of the side reinforcement member and the bottom surface of the installation site;
Wind pressure reinforcement structure of communication equipment, characterized in that it further comprises.
8. The method of claim 7,
The side reinforcement member,
a vertical frame connected to a side portion of the housing body; and
a horizontal frame that is bent and extended from the vertical frame and is adhesively fixed to the bottom surface of the installation site by the second structural tape;
Wind pressure reinforcement structure of communication equipment comprising a.
9. The method of claim 8,
a third structural tape disposed between the vertical frame and the side portions of the wind pressure reinforcing enclosure to mutually bond the vertical frame and the side portions of the wind pressure reinforcing enclosure;
Wind pressure reinforcement structure of communication equipment, characterized in that it further comprises.
arranging a wind pressure reinforcement enclosure on at least one of the side portions of a support for supporting the central portion of the communication equipment at an installation site where the communication equipment is installed; and
Including; accommodating a plurality of weight blocks in the receiving portion formed in the wind pressure reinforcement enclosure,
In the step of arranging the wind pressure reinforcing enclosure, the construction method of the wind pressure reinforcing structure, characterized in that the bottom surface of the installation place and the lower surface of the wind pressure reinforcing enclosure are mutually bonded with a structural tape.
11. The method of claim 10,
Prior to the step of arranging the wind pressure reinforcement enclosure,
The method of constructing a wind pressure reinforcing structure further comprising; applying a primer for stably securing adhesion with the structural tape to the bottom surface of the installation site.
11. The method of claim 10,
Further comprising; disposing a side reinforcement member on at least one of the side portions of the wind pressure reinforcement enclosure,
The step of disposing the side reinforcement member,
Wind pressure reinforcement structure, characterized in that the bottom surface of the installation site and the lower surface of the side reinforcement member are mutually bonded with structural tape, and the side part of the wind pressure reinforcement enclosure and the side part of the side reinforcement member are mutually bonded with structural tape. construction method.

Images