KR101088417B1 - Supporting bar structure reinforcement of exterior and interior panels - Google Patents
Supporting bar structure reinforcement of exterior and interior panels Download PDFInfo
- Publication number
- KR101088417B1 KR101088417B1 KR1020110039738A KR20110039738A KR101088417B1 KR 101088417 B1 KR101088417 B1 KR 101088417B1 KR 1020110039738 A KR1020110039738 A KR 1020110039738A KR 20110039738 A KR20110039738 A KR 20110039738A KR 101088417 B1 KR101088417 B1 KR 101088417B1
- Authority
- KR
- South Korea
- Prior art keywords
- panel
- support plate
- panels
- horizontal
- vertical
- Prior art date
Links
- 230000002787 reinforcement Effects 0.000 title claims abstract description 54
- 230000003014 reinforcing Effects 0.000 claims abstract description 48
- 238000009434 installation Methods 0.000 claims abstract description 37
- 238000005452 bending Methods 0.000 claims abstract description 27
- 229920001971 elastomers Polymers 0.000 claims description 15
- 239000005060 rubber Substances 0.000 claims description 15
- 230000002265 prevention Effects 0.000 claims description 12
- 238000010276 construction Methods 0.000 abstract description 41
- 230000035939 shock Effects 0.000 abstract description 10
- 238000000034 methods Methods 0.000 abstract description 5
- 230000000903 blocking Effects 0.000 abstract description 3
- 239000011901 water Substances 0.000 abstract description 3
- 238000001125 extrusion Methods 0.000 abstract description 2
- 239000003570 air Substances 0.000 abstract 1
- 238000004904 shortening Methods 0.000 abstract 1
- 230000001808 coupling Effects 0.000 description 10
- 238000010168 coupling process Methods 0.000 description 10
- 238000005859 coupling reactions Methods 0.000 description 10
- 238000003466 welding Methods 0.000 description 7
- 230000000875 corresponding Effects 0.000 description 4
- 239000000463 materials Substances 0.000 description 4
- 239000000872 buffers Substances 0.000 description 3
- 238000000465 moulding Methods 0.000 description 3
- 238000007665 sagging Methods 0.000 description 3
- 239000004575 stone Substances 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 229910052782 aluminium Inorganic materials 0.000 description 2
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminum Chemical compound data:image/svg+xml;base64,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 data:image/svg+xml;base64,PD94bWwgdmVyc2lvbj0nMS4wJyBlbmNvZGluZz0naXNvLTg4NTktMSc/Pgo8c3ZnIHZlcnNpb249JzEuMScgYmFzZVByb2ZpbGU9J2Z1bGwnCiAgICAgICAgICAgICAgeG1sbnM9J2h0dHA6Ly93d3cudzMub3JnLzIwMDAvc3ZnJwogICAgICAgICAgICAgICAgICAgICAgeG1sbnM6cmRraXQ9J2h0dHA6Ly93d3cucmRraXQub3JnL3htbCcKICAgICAgICAgICAgICAgICAgICAgIHhtbG5zOnhsaW5rPSdodHRwOi8vd3d3LnczLm9yZy8xOTk5L3hsaW5rJwogICAgICAgICAgICAgICAgICB4bWw6c3BhY2U9J3ByZXNlcnZlJwp3aWR0aD0nODVweCcgaGVpZ2h0PSc4NXB4JyB2aWV3Qm94PScwIDAgODUgODUnPgo8IS0tIEVORCBPRiBIRUFERVIgLS0+CjxyZWN0IHN0eWxlPSdvcGFjaXR5OjEuMDtmaWxsOiNGRkZGRkY7c3Ryb2tlOm5vbmUnIHdpZHRoPSc4NScgaGVpZ2h0PSc4NScgeD0nMCcgeT0nMCc+IDwvcmVjdD4KPHRleHQgZG9taW5hbnQtYmFzZWxpbmU9ImNlbnRyYWwiIHRleHQtYW5jaG9yPSJzdGFydCIgeD0nMjUuMjQ2OCcgeT0nNDcuNzk1NScgc3R5bGU9J2ZvbnQtc2l6ZTozOHB4O2ZvbnQtc3R5bGU6bm9ybWFsO2ZvbnQtd2VpZ2h0Om5vcm1hbDtmaWxsLW9wYWNpdHk6MTtzdHJva2U6bm9uZTtmb250LWZhbWlseTpzYW5zLXNlcmlmO2ZpbGw6IzNCNDE0MycgPjx0c3Bhbj5BbDwvdHNwYW4+PC90ZXh0Pgo8cGF0aCBkPSdNIDI5LjQ0MzIsMTguMDQ1NSBMIDI5LjQzNDYsMTcuODQ2MiBMIDI5LjQwODksMTcuNjQ4NCBMIDI5LjM2NjMsMTcuNDUzNSBMIDI5LjMwNzEsMTcuMjYzIEwgMjkuMjMxOCwxNy4wNzgzIEwgMjkuMTQwOSwxNi45MDA4IEwgMjkuMDM1LDE2LjczMTcgTCAyOC45MTUsMTYuNTcyNCBMIDI4Ljc4MTcsMTYuNDI0IEwgMjguNjM2MiwxNi4yODc2IEwgMjguNDc5NSwxNi4xNjQyIEwgMjguMzEyOCwxNi4wNTQ3IEwgMjguMTM3MiwxNS45NTk5IEwgMjcuOTU0MiwxNS44ODA3IEwgMjcuNzY1LDE1LjgxNzQgTCAyNy41NzExLDE1Ljc3MDYgTCAyNy4zNzM5LDE1Ljc0MDcgTCAyNy4xNzQ5LDE1LjcyNzggTCAyNi45NzU1LDE1LjczMjEgTCAyNi43NzcxLDE1Ljc1MzUgTCAyNi41ODE0LDE1Ljc5MTkgTCAyNi4zODk3LDE1Ljg0NyBMIDI2LjIwMzQsMTUuOTE4MyBMIDI2LjAyNCwxNi4wMDU0IEwgMjUuODUyNywxNi4xMDc2IEwgMjUuNjkwOCwxNi4yMjQyIEwgMjUuNTM5NiwxNi4zNTQyIEwgMjUuNCwxNi40OTY4IEwgMjUuMjczMywxNi42NTA4IEwgMjUuMTYwMiwxNi44MTUxIEwgMjUuMDYxOCwxNi45ODg2IEwgMjQuOTc4NSwxNy4xNjk5IEwgMjQuOTExMiwxNy4zNTc2IEwgMjQuODYwMywxNy41NTA1IEwgMjQuODI2MSwxNy43NDcgTCAyNC44MDksMTcuOTQ1NyBMIDI0LjgwOSwxOC4xNDUyIEwgMjQuODI2MSwxOC4zNDM5IEwgMjQuODYwMywxOC41NDA0IEwgMjQuOTExMiwxOC43MzMzIEwgMjQuOTc4NSwxOC45MjExIEwgMjUuMDYxOCwxOS4xMDIzIEwgMjUuMTYwMiwxOS4yNzU4IEwgMjUuMjczMywxOS40NDAxIEwgMjUuNCwxOS41OTQxIEwgMjUuNTM5NiwxOS43MzY3IEwgMjUuNjkwOCwxOS44NjY3IEwgMjUuODUyNywxOS45ODMzIEwgMjYuMDI0LDIwLjA4NTUgTCAyNi4yMDM0LDIwLjE3MjYgTCAyNi4zODk3LDIwLjI0MzkgTCAyNi41ODE0LDIwLjI5OSBMIDI2Ljc3NzEsMjAuMzM3NCBMIDI2Ljk3NTUsMjAuMzU4OCBMIDI3LjE3NDksMjAuMzYzMSBMIDI3LjM3MzksMjAuMzUwMiBMIDI3LjU3MTEsMjAuMzIwMyBMIDI3Ljc2NSwyMC4yNzM1IEwgMjcuOTU0MiwyMC4yMTAzIEwgMjguMTM3MiwyMC4xMzEgTCAyOC4zMTI4LDIwLjAzNjIgTCAyOC40Nzk1LDE5LjkyNjcgTCAyOC42MzYyLDE5LjgwMzMgTCAyOC43ODE3LDE5LjY2NjkgTCAyOC45MTUsMTkuNTE4NSBMIDI5LjAzNSwxOS4zNTkyIEwgMjkuMTQwOSwxOS4xOTAxIEwgMjkuMjMxOCwxOS4wMTI2IEwgMjkuMzA3MSwxOC44Mjc5IEwgMjkuMzY2MywxOC42Mzc0IEwgMjkuNDA4OSwxOC40NDI1IEwgMjkuNDM0NiwxOC4yNDQ3IEwgMjkuNDQzMiwxOC4wNDU1IEwgMjcuMTI1LDE4LjA0NTUgWicgc3R5bGU9J2ZpbGw6IzAwMDAwMDtmaWxsLXJ1bGU6ZXZlbm9kZDtmaWxsLW9wYWNpdHk9MTtzdHJva2U6IzAwMDAwMDtzdHJva2Utd2lkdGg6MnB4O3N0cm9rZS1saW5lY2FwOmJ1dHQ7c3Ryb2tlLWxpbmVqb2luOm1pdGVyO3N0cm9rZS1vcGFjaXR5OjE7JyAvPgo8cGF0aCBkPSdNIDU5LjE5MzIsMTguMDQ1NSBMIDU5LjE4NDYsMTcuODQ2MiBMIDU5LjE1ODksMTcuNjQ4NCBMIDU5LjExNjMsMTcuNDUzNSBMIDU5LjA1NzEsMTcuMjYzIEwgNTguOTgxOCwxNy4wNzgzIEwgNTguODkwOSwxNi45MDA4IEwgNTguNzg1LDE2LjczMTcgTCA1OC42NjUsMTYuNTcyNCBMIDU4LjUzMTcsMTYuNDI0IEwgNTguMzg2MiwxNi4yODc2IEwgNTguMjI5NSwxNi4xNjQyIEwgNTguMDYyOCwxNi4wNTQ3IEwgNTcuODg3MiwxNS45NTk5IEwgNTcuNzA0MiwxNS44ODA3IEwgNTcuNTE1LDE1LjgxNzQgTCA1Ny4zMjExLDE1Ljc3MDYgTCA1Ny4xMjM5LDE1Ljc0MDcgTCA1Ni45MjQ5LDE1LjcyNzggTCA1Ni43MjU1LDE1LjczMjEgTCA1Ni41MjcxLDE1Ljc1MzUgTCA1Ni4zMzE0LDE1Ljc5MTkgTCA1Ni4xMzk3LDE1Ljg0NyBMIDU1Ljk1MzQsMTUuOTE4MyBMIDU1Ljc3NCwxNi4wMDU0IEwgNTUuNjAyNywxNi4xMDc2IEwgNTUuNDQwOCwxNi4yMjQyIEwgNTUuMjg5NiwxNi4zNTQyIEwgNTUuMTUsMTYuNDk2OCBMIDU1LjAyMzMsMTYuNjUwOCBMIDU0LjkxMDIsMTYuODE1MSBMIDU0LjgxMTgsMTYuOTg4NiBMIDU0LjcyODUsMTcuMTY5OSBMIDU0LjY2MTIsMTcuMzU3NiBMIDU0LjYxMDMsMTcuNTUwNSBMIDU0LjU3NjEsMTcuNzQ3IEwgNTQuNTU5LDE3Ljk0NTcgTCA1NC41NTksMTguMTQ1MiBMIDU0LjU3NjEsMTguMzQzOSBMIDU0LjYxMDMsMTguNTQwNCBMIDU0LjY2MTIsMTguNzMzMyBMIDU0LjcyODUsMTguOTIxMSBMIDU0LjgxMTgsMTkuMTAyMyBMIDU0LjkxMDIsMTkuMjc1OCBMIDU1LjAyMzMsMTkuNDQwMSBMIDU1LjE1LDE5LjU5NDEgTCA1NS4yODk2LDE5LjczNjcgTCA1NS40NDA4LDE5Ljg2NjcgTCA1NS42MDI3LDE5Ljk4MzMgTCA1NS43NzQsMjAuMDg1NSBMIDU1Ljk1MzQsMjAuMTcyNiBMIDU2LjEzOTcsMjAuMjQzOSBMIDU2LjMzMTQsMjAuMjk5IEwgNTYuNTI3MSwyMC4zMzc0IEwgNTYuNzI1NSwyMC4zNTg4IEwgNTYuOTI0OSwyMC4zNjMxIEwgNTcuMTIzOSwyMC4zNTAyIEwgNTcuMzIxMSwyMC4zMjAzIEwgNTcuNTE1LDIwLjI3MzUgTCA1Ny43MDQyLDIwLjIxMDMgTCA1Ny44ODcyLDIwLjEzMSBMIDU4LjA2MjgsMjAuMDM2MiBMIDU4LjIyOTUsMTkuOTI2NyBMIDU4LjM4NjIsMTkuODAzMyBMIDU4LjUzMTcsMTkuNjY2OSBMIDU4LjY2NSwxOS41MTg1IEwgNTguNzg1LDE5LjM1OTIgTCA1OC44OTA5LDE5LjE5MDEgTCA1OC45ODE4LDE5LjAxMjYgTCA1OS4wNTcxLDE4LjgyNzkgTCA1OS4xMTYzLDE4LjYzNzQgTCA1OS4xNTg5LDE4LjQ0MjUgTCA1OS4xODQ2LDE4LjI0NDcgTCA1OS4xOTMyLDE4LjA0NTUgTCA1Ni44NzUsMTguMDQ1NSBaJyBzdHlsZT0nZmlsbDojMDAwMDAwO2ZpbGwtcnVsZTpldmVub2RkO2ZpbGwtb3BhY2l0eT0xO3N0cm9rZTojMDAwMDAwO3N0cm9rZS13aWR0aDoycHg7c3Ryb2tlLWxpbmVjYXA6YnV0dDtzdHJva2UtbGluZWpvaW46bWl0ZXI7c3Ryb2tlLW9wYWNpdHk6MTsnIC8+CjxwYXRoIGQ9J00gNDQuMzE4MiwxOC4wNDU1IEwgNDQuMzA5NiwxNy44NDYyIEwgNDQuMjgzOSwxNy42NDg0IEwgNDQuMjQxMywxNy40NTM1IEwgNDQuMTgyMSwxNy4yNjMgTCA0NC4xMDY4LDE3LjA3ODMgTCA0NC4wMTU5LDE2LjkwMDggTCA0My45MSwxNi43MzE3IEwgNDMuNzksMTYuNTcyNCBMIDQzLjY1NjcsMTYuNDI0IEwgNDMuNTExMiwxNi4yODc2IEwgNDMuMzU0NSwxNi4xNjQyIEwgNDMuMTg3OCwxNi4wNTQ3IEwgNDMuMDEyMiwxNS45NTk5IEwgNDIuODI5MiwxNS44ODA3IEwgNDIuNjQsMTUuODE3NCBMIDQyLjQ0NjEsMTUuNzcwNiBMIDQyLjI0ODksMTUuNzQwNyBMIDQyLjA0OTksMTUuNzI3OCBMIDQxLjg1MDUsMTUuNzMyMSBMIDQxLjY1MjEsMTUuNzUzNSBMIDQxLjQ1NjQsMTUuNzkxOSBMIDQxLjI2NDcsMTUuODQ3IEwgNDEuMDc4NCwxNS45MTgzIEwgNDAuODk5LDE2LjAwNTQgTCA0MC43Mjc3LDE2LjEwNzYgTCA0MC41NjU4LDE2LjIyNDIgTCA0MC40MTQ2LDE2LjM1NDIgTCA0MC4yNzUsMTYuNDk2OCBMIDQwLjE0ODMsMTYuNjUwOCBMIDQwLjAzNTIsMTYuODE1MSBMIDM5LjkzNjgsMTYuOTg4NiBMIDM5Ljg1MzUsMTcuMTY5OSBMIDM5Ljc4NjIsMTcuMzU3NiBMIDM5LjczNTMsMTcuNTUwNSBMIDM5LjcwMTEsMTcuNzQ3IEwgMzkuNjg0LDE3Ljk0NTcgTCAzOS42ODQsMTguMTQ1MiBMIDM5LjcwMTEsMTguMzQzOSBMIDM5LjczNTMsMTguNTQwNCBMIDM5Ljc4NjIsMTguNzMzMyBMIDM5Ljg1MzUsMTguOTIxMSBMIDM5LjkzNjgsMTkuMTAyMyBMIDQwLjAzNTIsMTkuMjc1OCBMIDQwLjE0ODMsMTkuNDQwMSBMIDQwLjI3NSwxOS41OTQxIEwgNDAuNDE0NiwxOS43MzY3IEwgNDAuNTY1OCwxOS44NjY3IEwgNDAuNzI3NywxOS45ODMzIEwgNDAuODk5LDIwLjA4NTUgTCA0MS4wNzg0LDIwLjE3MjYgTCA0MS4yNjQ3LDIwLjI0MzkgTCA0MS40NTY0LDIwLjI5OSBMIDQxLjY1MjEsMjAuMzM3NCBMIDQxLjg1MDUsMjAuMzU4OCBMIDQyLjA0OTksMjAuMzYzMSBMIDQyLjI0ODksMjAuMzUwMiBMIDQyLjQ0NjEsMjAuMzIwMyBMIDQyLjY0LDIwLjI3MzUgTCA0Mi44MjkyLDIwLjIxMDMgTCA0My4wMTIyLDIwLjEzMSBMIDQzLjE4NzgsMjAuMDM2MiBMIDQzLjM1NDUsMTkuOTI2NyBMIDQzLjUxMTIsMTkuODAzMyBMIDQzLjY1NjcsMTkuNjY2OSBMIDQzLjc5LDE5LjUxODUgTCA0My45MSwxOS4zNTkyIEwgNDQuMDE1OSwxOS4xOTAxIEwgNDQuMTA2OCwxOS4wMTI2IEwgNDQuMTgyMSwxOC44Mjc5IEwgNDQuMjQxMywxOC42Mzc0IEwgNDQuMjgzOSwxOC40NDI1IEwgNDQuMzA5NiwxOC4yNDQ3IEwgNDQuMzE4MiwxOC4wNDU1IEwgNDIsMTguMDQ1NSBaJyBzdHlsZT0nZmlsbDojMDAwMDAwO2ZpbGwtcnVsZTpldmVub2RkO2ZpbGwtb3BhY2l0eT0xO3N0cm9rZTojMDAwMDAwO3N0cm9rZS13aWR0aDoycHg7c3Ryb2tlLWxpbmVjYXA6YnV0dDtzdHJva2UtbGluZWpvaW46bWl0ZXI7c3Ryb2tlLW9wYWNpdHk6MTsnIC8+Cjwvc3ZnPgo= [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 2
- 229910052751 metals Inorganic materials 0.000 description 2
- 239000002184 metals Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 206010022114 Injuries Diseases 0.000 description 1
- 101710043253 KNTC1 Proteins 0.000 description 1
- 230000001070 adhesive Effects 0.000 description 1
- 239000000853 adhesives Substances 0.000 description 1
- 239000011449 bricks Substances 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 239000012141 concentrates Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000002708 enhancing Effects 0.000 description 1
- 239000011229 interlayers Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000007769 metal materials Substances 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0801—Separate fastening elements
- E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
- E04F13/081—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements
- E04F13/0821—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements the additional fastening elements located in-between two adjacent covering elements
- E04F13/0826—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements the additional fastening elements located in-between two adjacent covering elements engaging side grooves running along the whole length of the covering elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0801—Separate fastening elements
- E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
- E04F13/0805—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and the wall
Abstract
Therefore, it is possible to have sufficient structural reinforcement without installing a horizontal mounting rod or horizontal structural reinforcing bar or reinforcing bar between the rear surface of the vertical mounting rod or therebetween, and stably supports the entire upper and lower surfaces of the inner and outer panels. The safety of the panel can be increased, and the installation process of the fixing pin is not necessary, and the stress concentration on the fixing pin installation part can be prevented, and the brittle fracture can be prevented. It can completely prevent the deflection of the bar and the bending itself, thereby ensuring the safety of the internal and external panel structures, and through the installation of shock absorbing members, it can enter through the horizontal gap between the internal and external panels. It can improve the watertightness by double blocking the possibility of water leakage such as rain water, and also to reduce the gap between the upper and lower panels. It can prevent the shock and vibration applied from the outside and can prevent the internal and external panel itself from being damaged by the impact or vibration applied from the outside. In particular, the work efficiency is improved by improving the workability. And construction cost reduction through air shortening can be greatly reduced.
Description
The present invention relates to a support bar for reinforcing interior and exterior panel structures, and more particularly, when the interior wall or exterior wall of a building in which an interlayer slab or a wall surface is completed is used for dry construction of interior and exterior panels, which are plate structures such as stone panels. Improvement of structural strength including bending strength of structural reinforcing support bars eliminates the need for fixing pin installation process, which has been a problem for dry construction of interior and exterior panels, prevents brittle fracture, and concentrates stress on fixing pin installation It is possible to prevent the phenomenon, and to ensure the safety of the structure of the interior and exterior panels, and to prevent leakage from the outside through the installation of the buffer member, as well as to the external shock or vibration applied to the interior and exterior panels It is possible to prevent the damage in advance, and to make the internal and external panels one by one for independent support. Hi only able to greatly reduce a construction time period as well as to improve the workability with the invention so as to greatly reduce the labor costs and the like sigongbi.
In general, the outer wall of a building refers to an outer wall surface exposed to the outside of the building, and in most conventional buildings, the outer wall is mainly painted or decorated with bricks or the like.
However, in recent years, in order to meet the desire of consumers to decorate the exterior wall of the building more beautifully and to shorten the construction period of the building, a plate construction such as stone or metal material is fixed to the outside of the wall of the building. Doing.
There are two methods of fixing such panels on the wall of the building: wet method and dry method. Among the wet methods, the rear surface of the panel is placed outside the wall, and the cement mortar is filled and fixed therebetween. As a result, the construction period including curing is long, workability and workability are poor, and the use of such a wet method is currently excluded.
On the contrary, in the dry method, a plurality of horizontal and vertical beams are fixed and installed, including separate fixtures made of metal, and then horizontal and vertical support bars are installed to install brackets on the vertical and horizontal beams. By using a plurality of brackets, bolts and nuts, such as fixing the panel to the outside of the wall, there is an advantage in the construction and workability is superior to the wet method.
However, the panel, which is a stone or metal plate structure, is difficult to handle due to its heavy load, and it must be constructed outside of a completed building, and thus, a high-rise building involves long hours of high work, and moreover, a panel on the wall of the building. After fixing a plurality of horizontal and vertical beams, including fixtures for fixing the first to the anchor bolt of the wall, and then fixed the panel to the horizontal and vertical beams with a bracket, bolts and nuts, etc. Since the bolt and nut is fastened in one space, the work is difficult, and once it is constructed, there is a difficulty in partially repairing and replacing it unless the entire outer wall is lifted out.
Therefore, the interior and exterior panel factory of a conventional general building takes a lot of effort in the exterior wall construction and repair, there are a lot of risk factors that threaten the safety of workers, such as high-work work.
Therefore, recently, in order to solve the above-mentioned problems, a building exterior wall construction apparatus and an interior and exterior panel construction apparatus of a building exterior wall have been developed, and are disclosed in Korean Patent Publication Nos. 10-0852218 and 10-2009-0096663. In addition, the exterior wall construction apparatus of the building that can be installed without on-site welding and the exterior wall construction method of the building using the same have been presented in a large amount, such as Korean Patent Publication Nos. 10-0900062, 10-0949707 and 10-0949709.
However, in most conventional interior and exterior panel construction devices, a plurality of interior and exterior panel mounting rods are fixed at a predetermined interval (that is, an interval corresponding to the width of the interior and exterior panels to be constructed) on the outer wall of the building. If the strength of the current structure is lower than the structural strength calculated by the formula for calculating the allowable strength of the structure, the inner or outer panel mounting rods or structures in the vertical direction or the back of the outer panel mounting rods or horizontally therebetween. The reinforcing rods or bars are further fixed by welding or brackets and "T" bolts and nuts that are fastened to them to improve the lack of structural strength.
In addition, conventionally, when supporting the lower and upper surfaces of the inner and outer panels, or to install the inner and outer panel fixing pieces for fixing the adjacent surfaces of the inner and outer panels adjacent to each other, a plurality of vertically installed Brackets for mounting interior and exterior panels through T "bolts and nuts at predetermined intervals in front of the inner and outer panel mounting rods fixed between the inner and outer panel mounting rods in the front or vertical direction of the inner and outer panel mounting rods. And a fixing pin or a locking piece which is caught in a fixing groove formed at a predetermined interval on the upper and lower surfaces or both sides of the inner and outer panels at the ends of the horizontal support pieces of the inner and outer panel mounting brackets. The external panel fixing piece is fixedly installed through general bolts and nuts.
However, such a configuration is to separate the internal and external panel mounting rods or structural reinforcing rods or bars in the vertical direction to the structural strength reinforcement of the internal and external panel construction devices in the horizontal direction between the back of the internal and external panel mounting rods or between them. Since the installation must be fixed through welding or brackets and “T” type bolts and nuts, there is a problem that the load on the interior and exterior panel construction devices of the building exterior wall is greatly increased, and the material cost for the interior and exterior panel construction is high. In addition, there is a problem that the labor cost is increased because the construction time and period of the interior, exterior panels are long.
In addition, a plurality of inner and outer panel mounting brackets and small inner and outer panel fixing pieces having a small size when fixing the inner and outer panels to the inner and outer panel mounting rods installed in the vertical or horizontal direction may be bolted and nuts. It must be combined with each other, and it must be fixed in the fixing grooves formed on the circumferential surface of the inner and outer panels, and in particular, the fixing pins must be installed on the brackets by hand in the field. As the fixing pin fixing groove must be precisely formed on the lower surface, not only the work efficiency is deteriorated, but also the internal and external panels cannot be fixed and supported stably, and as a result, the construction time and period of the internal and external panels become longer. The labor cost is high, and the load of the internal and external panels is concentrated on the fixing pin installation site. In principle, the panel is constructed with a supporting structure in which the load of the panel is not transferred to the lower panel. However, the actual construction is carried out in a continuous structure in which the upper panel is placed on the lower panel. In addition, it has a structural problem that must be spread throughout the exterior panel surface.
Accordingly, the present applicant has developed a "structural reinforced interior and exterior panel construction apparatus" and received a patent as 10-1030320, the height of the interior and exterior panel 1 in such a structural reinforced interior and exterior panel construction apparatus. After being disposed in the transverse direction at the front of the vertical installation rods 2 at intervals corresponding to the "T" type bolts 5 and nuts 6 are installed in a long horizontal direction fixed to the interior, the exterior panel ( As shown in FIG. 1, the structural reinforcement and panel support means 8 used to support and support the upper and lower surfaces of 1) irrespective of the width length and to perform the strength reinforcement for the structure, as shown in FIG. The horizontal through plate 811 is formed in the form of a long angle bracket having a side cross-section of the vertical fixing plate 81 and the horizontal support plate 82 perforated at a predetermined interval in the shape of "b", as well as the horizontal support plate 82 In the vertical direction at the front end of the Chapter is in phase, a configuration having a structure to install the panel fixing piece 83 which is inserted into the fixing groove formed on the lower hanging integrally with the panel.
However, the structural reinforcement and panel support means 8 having such a configuration is a vertical fixing plate 81 formed by bending in the vertical direction at the rear of the horizontal support plate 82 having the panel fixing piece 83 integrally formed at the front end portion. When a plurality of rectangular bolt through holes 811 are drilled to fix the structural reinforcement and panel support means 8 to the vertical mounting rods 2, several “T” type bolts 5 and nuts 6 are fixed. The vertical fixing plate 81 is fixed to the horizontal supporting plate by concentrating the vertical fixing plate 81 and the horizontal supporting plate 82 where all the loads of the internal and external panels are formed of thin steel plates. There is a problem that 82 is eventually sag down by the load of the inner and outer panels.
In addition, the bottom surface of the horizontal support plate 82 simply performs the function of maintaining the gap between the vertical installation rod and the inner and outer panels in the state where the deflection prevention means is not provided, and between the outer panel and the vertical installation rod or the outer wall surface. The function of adjusting the spacing of the parts is not considered, and the vertical fixing plate has a form in which the structural reinforcement and the panel support means are bent and bent in order to be fixed to the vertical mounting rod. In addition, there is a problem in that the production cost of the product is increased by unnecessary consumption of materials without any sag prevention function.
In particular, the structural reinforcement and panel support means are provided with only the panel fixing piece so as to have a "ㅓ" shape at the front end of the horizontal support plate, and there is no support means for supporting the back of the inner and outer panels. Direction The panel fixing pieces are inserted into the fixing grooves formed on the upper and lower surfaces of the inner and outer panels in order to install the inner and outer panels between the structural reinforcement and the panel supporting means, which are installed at a predetermined interval horizontally on the mounting rod. When trying to implement the work, there is only a problem because there is no device that can be fixed to the panel while leaning to the top or bottom of the interior and exterior panels for convenience for work convenience.
The present invention has been made in order to solve such a conventional problem, to have a sufficient structural reinforcement without having to install a horizontal mounting rod or a horizontal structural reinforcing bar or reinforcing rod between the back of the vertical mounting rod or between them. Of course, it is possible to stably support the entire upper and lower surfaces of the internal and external panels, and it does not require the installation process of the fixing pins, and also prevents the stress concentration on the fixing pin installation parts, and prevents brittle fracture. In addition, it can completely prevent the deflection of the supporting bar for structural reinforcement and the bending itself, thereby ensuring the safety of the internal and external panels, and installing the shock absorbing member to separate the upper, lower, internal and external panels. It can be possible to prevent the load of the upper panel from being transmitted to the lower panel, as well as formed between the inner and outer panels By blocking the possibility of leakage through the horizontal filed eyes, the watertightness can be improved and the shock and vibration applied from the outside can be sufficiently buffered, so the internal and external panels themselves are damaged by the impact or vibration from the outside. Work can be prevented in advance, and the gap can be sufficiently adjusted even if the gap between the inner and outer panels and the vertical mounting rod or vertical wall surface is not constant, and the inner and outer panels are sandwiched between the supporting bars for structural reinforcement. When leaning the upper part of the interior and exterior panels for a short time, it can be easily fixed to the fixing piece, and in particular, it can not only shorten the construction period by improving the workability, but also greatly reduce labor and construction costs. The purpose is to provide a support bar for reinforcing the exterior panel structure.
The present invention for solving the above problems, a plurality of vertical installation rods fixed to the outer wall of the building fixed to the horizontal direction from the front or wall side of the plurality of installation rods fixedly installed at a fixed interval, the upper, lower panels In the construction of the internal and external panel structural reinforcement support bar, the structural reinforcement support bar can be fixed to the front or wall surface of the vertical installation rod by using the “b” shaped bracket and “T” type or anchor bolts and nuts. The upper and lower surfaces of the inner and outer panels are integrally formed to have a horizontal support plate having a rectangular bolt through-hole formed at predetermined intervals, and a “a” or “b” or “ㅓ” shape at the front end of the horizontal support plate. Extruded to be integrally provided with a panel fixing piece to be fitted into the fixing groove formed in the longitudinal groove, the longitudinal direction and the number in the bottom or upper surface of the horizontal support plate And the inside, characterized in that the box, as well as extrusion molded structural reinforcement Greater panel support plates that enhance the bending strength of the horizontal support plate integrally so that when installing exterior panels can be expected eojil top or bottom portion in the direction.
In addition, the rear end of the horizontal support plate is characterized in that the vertical bending prevention piece for preventing the rear end of the horizontal support plate is further molded integrally.
In addition, the lower end of the structural reinforcement and panel support plate is characterized in that the horizontal type anti-bending piece is further molded integrally.
In addition, the shock absorbing and water-tight rubber in the form of wrapping the upper and lower portions of the panel fixing piece integrally formed in the "b" or "b" shape or "이나" shape at the front end of the horizontal support plate and the front support portion of the horizontal support plate. It is characterized in that the packing further installed.
At this time, the shock-absorbing and watertight rubber packing side cross section "
In addition, the front end of the structural reinforcement and panel support plate, including the front or bottom surface of the front end portion of the horizontal support plate is characterized in that the protrusion more formed by the packing engaging projection to be caught by the rear end of the shock-absorbing and watertight rubber packing.
As described above, according to the support bar for reinforcing the interior and exterior panel structures of the present invention, the interior and exterior panels are fixed in the horizontal direction at the front or wall of the vertical installation rods at intervals corresponding to the heights of the interior and exterior panels. In forming the structural reinforcing support bars used to support and support the upper and lower surfaces of the upper and lower surfaces regardless of the width and at the same time, the structural reinforcement support bars themselves are referred to as "b" shaped brackets and " Form a rectangular bolt through hole directly on the horizontal support plate to fix it to a vertical mounting rod using a T "type or anchor bolt and nut, but at the rear end of the horizontal support plate, instead of the vertical fixing piece, the vertical bending is very low. The prevention piece is integrally formed to prevent bending of the rear end of the horizontal support plate, and the length and vertical direction of the bottom or top surface of the horizontal support plate are prevented. When the internal and external panels are installed, the upper and the lower parts can be leaned and the structural reinforcement and panel support plates are integrally formed to reinforce the bending strength of the horizontal support plate itself. The horizontal anti-bending piece is integrally formed on the front surface of the horizontal support plate and the panel fixing piece integrally formed at the front end of the horizontal support plate in a "b" shape or "b" shape or "ㅓ" shape. By installing a shock-absorbing and watertight rubber packing in the form of enclosing a part, it is possible to have sufficient structural reinforcement without having to install the horizontal installation rod or horizontal structural reinforcing bar or reinforcing rod on the back of the first vertical mounting rod or between them. Of course, the entire upper and lower surfaces of the inner and outer panels can be stably supported, and a second fixing pin installation process is required. In addition, it is possible to prevent the phenomenon of stress concentration on the fixing pin installation part, and to prevent the brittle fracture of the third part, and to completely prevent the sag or bending of the structural reinforcing support bar. The safety of the structure can be secured, and through the installation of the fourth buffer member, the possibility of water leakage can be improved by double-blocking the possibility of leakage through the horizontal stripe formed between the interior and exterior panels, and the gap between the upper and lower panels. It has a structure function that can support each panel independently by spaced apart, and fully buffers shocks and vibrations applied from the outside to prevent damage to the internal and external panels itself by impacts or vibrations applied from the outside. Fifth, not only can the construction period be greatly reduced by improving the workability, but also the labor and construction costs can be greatly reduced. Etc. would be very useful inventions.
1 is an exploded perspective view of a conventional structural reinforcing type interior and exterior panel construction device.
Figure 2 is a perspective view of the installation state of the interior, exterior panel structure reinforcing support bar.
Figure 3 is an exploded perspective view of the interior and exterior panel construction apparatus to which the support bar for reinforcing the interior and exterior panel structure of the present invention is applied.
Figure 4 is a side cross-sectional view of the interior and exterior panel structural reinforcing support bar is installed on the wall surface through the horizontal installation rod.
Figure 5 is a side cross-sectional view of the present invention installed directly on the wall surface of the outer panel structural reinforcement support bar.
Figure 6 is a side cross-sectional view showing a state of constructing the inner and outer panels in a state relying on the upper portion of the inner and outer panels for construction convenience to the structural reinforcement and panel support plate formed on the inner and outer panel structural reinforcement support bar.
Figure 7 is a perspective view showing a state in which the interior, the exterior panel construction using the support bar for reinforcing the interior and exterior panel structure of the present invention.
Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings.
Figure 2 shows a perspective view of the installation state of the interior, exterior panel structural reinforcement support bar of the present invention, Figure 3 is an exploded perspective view of the interior and exterior panel construction apparatus is applied to the interior, exterior panel structural reinforcement support bar of the present invention. 4 is a side cross-sectional view of a state in which the inner and outer panel structural reinforcing support bars are installed on a wall surface through a horizontal installation rod, and FIG. 5 is the inner and outer panel structural reinforcing support bars directly on a wall surface. Figure 6 is a side cross-sectional view of the installed state, Figure 6 is a structural reinforcement and panel support plate formed in the inner and outer panel structural reinforcement support bar for the convenience of construction of the present invention, the interior and exterior panels in a state relying on the upper part of the interior panel The side cross-sectional view showing the construction state is shown, and FIG. 7 shows the construction of the interior and exterior panels using the support bars for reinforcing the interior and exterior panels of the present invention. It shows the attempt.
According to the present invention,
A plurality of vertical installation rods having a configuration in which the plurality of rectangular bolt coupling holes 21 are bored in a vertical direction along a center line at the front and both sides of the square rod at predetermined intervals and fixedly installed at a predetermined interval on the outer wall of the building ( 2) the longitudinal section in the transverse direction from the front or wall surface of the bracket (3) having a "b" shape and fixedly installed through the "T" type or anchor bolts (5) (9) and nuts (6), In constructing the inner and outer panel structural reinforcing support bars 4 for fixing the upper and lower surfaces of the outer panels 1,
The structural reinforcing support bar 4 is fixed to the vertical mounting rod 2 by using the “b” shaped bracket 3 and the “T” type or anchor bolts 5, 9 and nuts 6. The rectangular bolt through hole 411 is formed so that the horizontal support plate 41 perforated at a predetermined interval, and the "b" or "b" or "ㅓ" shape at the front end of the horizontal support plate 41 Extruded to be integrally formed so that the panel fixing piece 42 which is integrally formed and fitted into the fixing groove 11 formed on the upper and lower surfaces of the inner and outer panels 1 is integrally provided,
Structural reinforcement and strengthening the bending strength of the horizontal support plate 41 as well as the upper or bottom can be leaned when the inner, outer panel 1 is installed in the longitudinal direction and the vertical direction on the bottom or top surface of the horizontal support plate 41 The panel support plate 43 is integrally formed by protruding molding.
In addition, the rear end of the horizontal support plate 41 is further characterized in that the vertical bending prevention piece 44 for preventing the rear end of the horizontal support plate 41 is further integrally molded.
In addition, the lower end of the structural reinforcement and the panel support plate 43 is characterized in that the horizontal bending prevention piece 45 is further molded integrally.
In addition, a portion of the upper and lower surfaces of the panel fixing piece 42 and the horizontal support plate 41 which are integrally formed at the front end of the horizontal support plate 41 in a "b" or "b" shape or "ㅓ" shape. It is characterized in that the shock-absorbing and water-tight rubber packing (7) for the shock-absorbing and watertight function in the form of wrapping and spaced apart function between the upper and lower panels.
At this time, the shock-absorbing and watertight rubber packing 7 has a side cross section "
In addition, the front end of the structural reinforcement and panel support plate 43, including the front or lower surface of the front end portion of the horizontal support plate 41, the packing engaging projection to be caught by the rear end of the shock-absorbing and watertight rubber packing (7) It characterized by further protruding-molding (46).
When explaining the effect of the support bar for reinforcing panel structure, the present invention configured as described above are as follows.
First, the present invention is a transverse direction in the front (see Figs. 1 to 4 and 6, 7) or the wall (see Fig. 5) of the plurality of vertical mounting rods 2 fixedly installed at predetermined intervals on the outer wall of the building The structural reinforcing support bar 4 itself, which is fixed to the upper and lower surfaces of the interior and exterior panels 1, has a horizontal support plate 41, a panel fixing piece 42, and a structural reinforcement and panel support plate 43. Extruded using aluminum to be provided integrally as the main technical component.
At this time, the support bar fixing bracket (3) for fixing the structural reinforcing support bar (4) including the known rod fixing bracket (3) to the vertical installation rod (1) is fixed piece 31 and the coupling piece The flat section and the longitudinal section are bent and formed using a steel sheet so that the longitudinal section has a "b" shape, and the bolt passing holes 311 and 321 are rectangular in the fixing piece 31 and the engaging piece 32, respectively. One or two have a perforated form.
In addition, the plurality of vertical mounting rods (2) has a configuration in which the plurality of rectangular bolt coupling holes (21) perforated in the vertical direction at predetermined intervals along the centerline at the front and both sides of the square rod, such a front and The vertical installation rods 2 having a plurality of rectangular bolt coupling holes 21 bored in a vertical direction at predetermined intervals along a center line at both sides are fixed to the wall through anchor bolts 9 and nuts 6. The head portion is inserted into and caught in the rectangular bolt coupling hole 21 in a state in which it is disposed vertically between at least two or more of the plurality of rod fixing brackets 3 having the fixed state 31. T 'bolt (5) and the nut (6) fastened to it has a configuration that is directly fixed to the ends of the engaging pieces 32 of the rod fixing bracket (3).
At this time, when the vertical mounting rods 2 are fixedly installed on the coupling pieces 32 of the rod fixing brackets 3, the “T” type bolts 5 and the nuts 6 fastened thereto without welding. By attaching and detaching fixed by using, there is no need for a professional welder and welding machine at the time of the inner wall or outer wall construction of the building through the inner and outer panels 1, which not only significantly reduces the construction cost but also reduces the construction time and duration. In addition, it is possible to greatly shorten, and also to completely prevent damage to the property caused by fire, etc., which may occur as the welding spark generated during the field welding is ignited by the flammable material, as well as the human injury.
Meanwhile, the structural reinforcing support bar 4, which is the core of the main components of the present invention, is basically a horizontal support plate 41 and a panel fixing piece 42, which are different from the conventional ones composed of a vertical fixing plate, a horizontal support plate, and a panel fixing piece. And extrusion-molded with aluminum so that the structural reinforcement and the panel support plate 43 are integrally provided.
At this time, the horizontal support plate 41 of the structural reinforcing support bar (4) using the "b" shaped bracket (3) and "T" type or anchor bolts (5) (9) and the nut (6) in the vertical direction The rectangular bolt through-holes 411 are perforated at predetermined intervals so as to be directly fixed to the front or wall of the installation rod 2 and at the same time to adjust the left, right, front and rear spacing.
Accordingly, when the structural reinforcing support bar 4 is fixedly installed on the front surface of the vertical installation rod 1 as shown in FIGS. 2 to 4 and 6 and 7, or on the wall as shown in FIG. Horizontal coupling piece 32 of "b" shaped bracket (3) fixed to the front or wall of vertical mounting rod (2) via "T" or anchor bolts (5) (9) and nuts (6) It is fixed on the “b” shaped bracket (3) through the “T” bolt (5) and the nut (6) in the state where it is raised on the upper surface, so that most of the load including the inner and outer panels (1) The panel fixing piece 42 of the structural reinforcing support bar 4 is concentrated on the “b” shaped bracket 3 through the panel fixing piece 42 and the horizontal support plate 41 of the structural reinforcing support bar 4. ) Is primarily prevented from bending or sagging due to the load of the inner and outer panels 1 and the like.
In addition, the panel fixing piece 42 of the structural reinforcing support bar 4, which is fitted to the fixing grooves 11 formed on the upper and lower surfaces of the inner and outer panels 1, is the horizontal supporting plate 41 as in the prior art. Is formed integrally with the front end of the, in the present invention corresponding to the installation position of the structural reinforcing support bar 4, the panel fixing piece 42 as "a" or "b" as shown in Figs. It was molded to have the shape of a child or "ㅓ".
That is, in the case of the structural reinforcing support bar 4 installed at the top of the wall of the building to fix the upper surface of the interior and exterior panels 1, the structural reinforcement as shown in the upper part of Figs. The panel fixing piece 42 of the support bar 4 is molded to have a "-" shape at the front end of the horizontal support plate 41, and is installed at the bottom of the wall to form the bottom of the inner and outer panels 1 In the case of the structural reinforcing support bar 4 for fixing, the panel fixing piece 42 of the structural reinforcing support bar 4 is "b" at the front end of the horizontal support plate 41 as shown in FIGS. In the case of the structural reinforcing support bar (4) formed to have a shape of the shape, and fixed to the bottom and the upper surface of the inner and outer panels, which are installed in the middle portion of the wall and located in the upper and lower parts, respectively, the lower part of FIG. As shown in the above, the panel fixing piece 42 of the structural reinforcing support bar 4 is mounted on the horizontal support plate 41. Was molded in the end have a "sh" shape.
As such, when the panel fixing piece 42 having a "b" or "b" shape or "ㅓ" shape is formed at the front end of the horizontal support plate 41 of the structural reinforcing support bar 4, It can support the entire upper and lower surface of the exterior panel stably, and it does not need the installation process of the fixing pins used in the past, and it can prevent the phenomenon of stress concentration on the fixing pin installation part to prevent brittle fracture. do.
In addition, the structural reinforcement and panel support plate 43 protrudes integrally in the longitudinal direction and the vertical direction from the bottom or the top surface of the horizontal support plate 41, the upper or bottom portion when installing the interior, exterior panel (1) As it can be leaned on the panel support plate 43, the workability is very good, and the deflection and flexural strength of the horizontal support plate 41 are strengthened, and the structural reinforcing effect is provided, thereby improving the safety of the structure of the interior and exterior panels. It can be secured.
At this time, when the horizontal support plate 41 is simply formed into a plate shape, even if the structural reinforcement and panel support plate 43 is provided on the bottom or upper surface of the horizontal support plate 41, the rear portion of the horizontal support plate 41 There is a risk of bending or sagging due to external pressure including the load.
Accordingly, in the present invention, the rear end portion of the horizontal support plate 41 has a height that is much lower than that of the conventional vertical fixed plate.
By further shaping the vertical bending prevention piece 44 integrally, it is possible to prevent the rear end of the horizontal support plate 41 from bending or sagging.
In addition, when the structural reinforcement and panel support plate 43 which is integrally formed on the bottom or upper surface of the horizontal support plate 41 to be molded into a simple plate shape, or the front portion of the structural reinforcement and panel support plate 43 or When an external force is applied at the rear part, the structural reinforcement and panel support plate 43 itself may be deformed.
Therefore, in the present invention, by further molding the horizontal bending prevention piece 45 integrally at the lower end of the structural reinforcement and panel support plate 43, the external force at the front or rear portion of the structural reinforcement and panel support plate 43. Even if it was applied, it could prevent it from bending or bending.
In addition, in the present invention, the front panel of the panel fixing piece 42 and the horizontal support plate 41 formed integrally with the "b" or "b" shape or "ㅓ" shape at the front end of the horizontal support plate 41, The side of the cross section,
Therefore, it is possible to improve the watertightness by double blocking the possibility of rainwater leakage that can enter through the horizontal line eye gap formed between the inner and outer panels 1, and to separate the spaces between the upper and lower panels separately. It is possible to support the structure, and the shock or vibration applied from the outside can be sufficiently buffered through the shock-absorbing and watertight rubber packing (7) to damage the exterior panel (1) itself by the impact or vibration applied from the outside Not only can it be prevented in advance, it is possible to construct the exterior panel 1 itself more easily and stably, as well as maximize the safety of the panel support.
At this time, when the shock-absorbing and watertight rubber packing 7 is simply installed on the front part of the panel fixing piece 42 and the horizontal support plate 41, and covers only a part of the lower surface, the flat plate portion is formed on the upper surface of the horizontal support plate 41 or In addition to being lifted or drooped at the bottom, there is a risk of being separated from the panel fixing piece 42.
Therefore, in order to prevent this, the shock-absorbing and watertight rubber packing 7 may be attached to the front and bottom portions of the panel fixing piece 42 and the horizontal support plate 41 by using an adhesive, but in the present invention, The shock absorbing and watertight rubbers are further protruded from the front portion of the structural reinforcement and panel support plate 43 in the transverse direction, including the upper and lower surfaces of the front end portion of the horizontal support plate 41. The rear end of the packing 7 can be hooked up to completely solve the above problems.
In addition, when the interior and exterior panels are constructed using the structural reinforcing support bar to which the present invention is applied, the workability is improved, and the construction period can be significantly shortened, and labor cost and construction cost can be greatly reduced.
Meanwhile, until now, as shown in FIGS. 2 to 4 and 6 and 7, the mounting rod is fixedly installed on the wall of the building, and the present invention uses a bracket and a "T" type bolt and nut on the front of the mounting rod. This has been described with reference to the example of fixing the internal and external panel structural reinforcing support bar is applied, but is not limited thereto.
That is, the present invention may adopt a method of directly fixing the bracket to the vertical wall surface instead of directly fixing the structural reinforcing support bar to the front of the vertical mounting rod as in the prior art, thus eliminating the use of the vertical mounting rod if necessary. And fixed to the anchor bolt to the wall surface of the building as shown in Figure 5 and then directly fixed to the bracket installed on the anchor bolt, can be fixed to the structural reinforcement support bar on the upper surface of the coupling pieces of the brackets.
By eliminating the use of vertical rods and fixing the structural reinforcing support bars directly to the wall of the building through brackets, the space between the wall of the building and the interior and exterior panels can be greatly reduced, as well as material costs. Significantly reduce construction costs, including
It should be understood by those skilled in the art that various changes in form and details may be made therein without departing from the spirit and scope of the invention as defined in the appended claims.
1: interior and exterior panel 11: fixing groove
2: vertical mounting rod 21: rectangular bolt coupling hole
3: bracket 31: fixing piece
32: coupling piece 311, 321: bolt through hole
4: Support bar for structural reinforcement
41: horizontal support plate 411: rectangular bolt through hole
42: panel fixing piece 43: structural reinforcement and panel support plate
44: vertical bending prevention piece 45: horizontal bending prevention piece
46: packing blockage
5: "T" type bolt
6: nut
7: Shock packing and watertight rubber packing
Claims (6)
- A plurality of vertical mounting rods fixed at predetermined intervals on the outer wall of the building are installed fixed in the transverse direction from the front or wall surface to form a support bar for reinforcing the interior and exterior panels to fix the upper and lower surfaces of the inner and outer panels. In that,
A horizontal support plate having a rectangular bolt through hole spaced at a predetermined interval so that the structural reinforcing support bar can be fixed to the front or wall surface of the vertical installation rod by using the “b” shaped bracket and “T” type or anchor bolts and nuts; The panel fixing piece which is integrally formed to have a "b" or "b" or "ㅓ" shape at the front end of the horizontal support plate is fitted into the fixing grooves formed on the upper and lower surfaces of the inner and outer panels. Extrude as much as possible,
Protruding the structural reinforcement and panel support plate integrally to strengthen the bending strength of the horizontal support plate as well as to allow the top or bottom of the panel to lean when installing the inner and outer panels in the longitudinal and vertical directions on the bottom or top of the horizontal support plate and,
Integrally forming a vertical bending prevention piece at the rear end of the horizontal support plate,
The lower end of the structural reinforcement and panel support plate is integrally molded with a horizontal warp prevention piece,
In the front end of the horizontal support plate and the panel fixing piece integrally formed in the "b" or "b" shape or "ㅓ" shape at the front end of the horizontal support plate, the side cross-section in the form of ""Install shock-proof and watertight rubber packings
Inner and outer panels characterized in that the front end of the structural reinforcement and panel support plate including the front end or the lower end of the horizontal support plate protruded to form a packing engaging projection to be caught by the rear end of the shock-absorbing and watertight rubber packing. Reinforcement support bars. - delete
- delete
- delete
- delete
- delete
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020110039738A KR101088417B1 (en) | 2011-04-27 | 2011-04-27 | Supporting bar structure reinforcement of exterior and interior panels |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020110039738A KR101088417B1 (en) | 2011-04-27 | 2011-04-27 | Supporting bar structure reinforcement of exterior and interior panels |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| KR101088417B1 true KR101088417B1 (en) | 2011-12-01 |
Family
ID=45505421
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR1020110039738A KR101088417B1 (en) | 2011-04-27 | 2011-04-27 | Supporting bar structure reinforcement of exterior and interior panels |
Country Status (1)
| Country | Link |
|---|---|
| KR (1) | KR101088417B1 (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101170038B1 (en) | 2012-02-15 | 2012-08-01 | 주식회사 대한강재 | Wall sc clip and installation method of wall structure using the same |
| KR101303569B1 (en) | 2012-11-01 | 2013-09-17 | 엠에프엘 앤드 아이티(주) | Rain water shielding horizontal profile and method installing wide pan tiles thereof |
| KR101444278B1 (en) * | 2012-06-26 | 2014-09-30 | 주식회사 유제이엔지니어링 | Apparatus for mounting ceiling panel in building |
| KR101838527B1 (en) * | 2016-07-06 | 2018-03-14 | 주식회사 베스트원 | External panel assembly |
| KR20180115106A (en) * | 2017-04-12 | 2018-10-22 | 박대석 | Door and panel for door |
| GB2565266A (en) * | 2017-06-20 | 2019-02-13 | Ash & Lacy Holdings Ltd | Mounting rail |
| KR20200048507A (en) * | 2018-10-30 | 2020-05-08 | 황인창 | A fixing device for a out side panel of building |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003064843A (en) * | 2001-08-28 | 2003-03-05 | Nichiha Corp | Fastening sealing metal fitting and external wall construction structure |
| JP2011038327A (en) | 2009-08-11 | 2011-02-24 | Hiro Corporation:Kk | Fixture of plate member |
| KR101030320B1 (en) * | 2010-10-25 | 2011-04-20 | 주식회사 유제이엔지니어링 | Constructing apparatus for structure reinforced exterior and interior panels |
-
2011
- 2011-04-27 KR KR1020110039738A patent/KR101088417B1/en not_active IP Right Cessation
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003064843A (en) * | 2001-08-28 | 2003-03-05 | Nichiha Corp | Fastening sealing metal fitting and external wall construction structure |
| JP2011038327A (en) | 2009-08-11 | 2011-02-24 | Hiro Corporation:Kk | Fixture of plate member |
| KR101030320B1 (en) * | 2010-10-25 | 2011-04-20 | 주식회사 유제이엔지니어링 | Constructing apparatus for structure reinforced exterior and interior panels |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101170038B1 (en) | 2012-02-15 | 2012-08-01 | 주식회사 대한강재 | Wall sc clip and installation method of wall structure using the same |
| KR101444278B1 (en) * | 2012-06-26 | 2014-09-30 | 주식회사 유제이엔지니어링 | Apparatus for mounting ceiling panel in building |
| KR101303569B1 (en) | 2012-11-01 | 2013-09-17 | 엠에프엘 앤드 아이티(주) | Rain water shielding horizontal profile and method installing wide pan tiles thereof |
| KR101838527B1 (en) * | 2016-07-06 | 2018-03-14 | 주식회사 베스트원 | External panel assembly |
| KR20180115106A (en) * | 2017-04-12 | 2018-10-22 | 박대석 | Door and panel for door |
| KR102013844B1 (en) * | 2017-04-12 | 2019-08-23 | 박대석 | Panel for door |
| GB2565266A (en) * | 2017-06-20 | 2019-02-13 | Ash & Lacy Holdings Ltd | Mounting rail |
| KR20200048507A (en) * | 2018-10-30 | 2020-05-08 | 황인창 | A fixing device for a out side panel of building |
| KR102157487B1 (en) | 2018-10-30 | 2020-09-21 | 황인창 | A fixing device for a out side panel of building |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR100852218B1 (en) | Outer-wall construction apparatus for building | |
| WO2010150559A1 (en) | Method for producing concrete trestle, concrete trestle, and connecting member | |
| KR101112577B1 (en) | Double Steel Frame Earthquake-Proof Device | |
| CN103850352B (en) | A kind of method of attachment of precast plate | |
| CN101839061A (en) | Unilateral formwork erecting system of cast-in-site concrete arc outer wall body and construction method thereof | |
| KR200438982Y1 (en) | fixing trust structure of type stone for building | |
| CN102016195A (en) | Drop panel structure of lattice-form and construction method thereof | |
| US7908804B2 (en) | Structural lintel assembly and building construction method using the same | |
| KR101348577B1 (en) | Seismic retrofit method using lateral beam-type damper installed in opening space of building structure | |
| CN201635388U (en) | Unilateral supporting formwork system for cast-in-place concrete arc outer wall | |
| KR101295740B1 (en) | Joint of Steel Column | |
| CN104018581A (en) | Prestress concrete F slab and framework structure system | |
| CN205875473U (en) | Built -in location prefab reinforced concrete shear wall | |
| KR20100123232A (en) | Mold panel easy construction and dismantle | |
| CN101597955B (en) | Safety scaffold | |
| KR100824062B1 (en) | Panel structure of gang form system for construction | |
| KR100992529B1 (en) | A fabrication type lattice girder | |
| KR100758346B1 (en) | Working deck prefabricated for mold | |
| KR101165320B1 (en) | Earthquake-proof construction method for opening parts of building | |
| KR101129086B1 (en) | Curtain wall system | |
| KR100916568B1 (en) | A frame structure for wall panel and wall panel installation method using the same | |
| KR100964509B1 (en) | Curtain wall structure for construction | |
| KR100993096B1 (en) | A lattice girder for tunnel construction | |
| KR101695315B1 (en) | Seismic retrofitting technique of framed building by external steel brace frame | |
| KR200436856Y1 (en) | The automatic supporter for concrete forms of slab |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A302 | Request for accelerated examination | ||
| A201 | Request for examination | ||
| E902 | Notification of reason for refusal | ||
| E701 | Decision to grant or registration of patent right | ||
| GRNT | Written decision to grant | ||
| FPAY | Annual fee payment |
Payment date: 20141125 Year of fee payment: 4 |
|
| LAPS | Lapse due to unpaid annual fee |