CN111519938A - Steel structure supporting beam column for building construction and mounting method thereof - Google Patents
Steel structure supporting beam column for building construction and mounting method thereof Download PDFInfo
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- CN111519938A CN111519938A CN202010408793.6A CN202010408793A CN111519938A CN 111519938 A CN111519938 A CN 111519938A CN 202010408793 A CN202010408793 A CN 202010408793A CN 111519938 A CN111519938 A CN 111519938A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 46
- 239000010959 steel Substances 0.000 title claims abstract description 46
- 238000009435 building construction Methods 0.000 title claims abstract description 23
- 238000000034 method Methods 0.000 title claims abstract description 13
- 238000009434 installation Methods 0.000 claims abstract description 14
- 240000004282 Grewia occidentalis Species 0.000 claims description 31
- 238000003780 insertion Methods 0.000 claims description 9
- 230000037431 insertion Effects 0.000 claims description 9
- 238000010276 construction Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 2
- PWHULOQIROXLJO-UHFFFAOYSA-N Manganese Chemical compound [Mn] PWHULOQIROXLJO-UHFFFAOYSA-N 0.000 description 1
- 238000007792 addition Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- RKTYLMNFRDHKIL-UHFFFAOYSA-N copper;5,10,15,20-tetraphenylporphyrin-22,24-diide Chemical compound [Cu+2].C1=CC(C(=C2C=CC([N-]2)=C(C=2C=CC=CC=2)C=2C=CC(N=2)=C(C=2C=CC=CC=2)C2=CC=C3[N-]2)C=2C=CC=CC=2)=NC1=C3C1=CC=CC=C1 RKTYLMNFRDHKIL-UHFFFAOYSA-N 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 229910052748 manganese Inorganic materials 0.000 description 1
- 239000011572 manganese Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
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- 238000002444 silanisation Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G25/00—Shores or struts; Chocks
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G25/00—Shores or struts; Chocks
- E04G25/04—Shores or struts; Chocks telescopic
- E04G25/06—Shores or struts; Chocks telescopic with parts held together by positive means
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G25/00—Shores or struts; Chocks
- E04G2025/003—Supports therefor, e.g. tripods
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- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a steel structure supporting beam column for building construction and an installation method thereof. According to the invention, the middle beam is arranged between the two upright columns below the top surface of the first support, the upright columns at two sides are supported on the middle beam through the two first inclined support rods, the connecting beam is arranged on the middle beam through screws and connected with the corresponding second upper beam, the bottom beam, the upright columns, the first upper beam and the second upper beam positioned in the middle are provided with the triangular connecting seats, and the triangular connecting seats are fixed through the inclined beams.
Description
Technical Field
The invention relates to the technical field of building construction supporting structures, in particular to a steel structure supporting beam column for building construction and an installation method thereof.
Background
Steel structures are structures composed of steel materials and are one of the main building structure types. The structure mainly comprises beam steel, steel columns, steel trusses and other members made of section steel, steel plates and the like, and rust removing and preventing processes such as silanization, pure manganese phosphating, washing drying, galvanization and the like are adopted. The components or parts are typically joined by welds, bolts or rivets. Along with the construction of large-area buildings in cities, the steel structure beam column is not only a building structure, but also becomes a basic structure built by a building scaffold in the building construction.
Patent document (201410825793.0) discloses a construction scaffold, which is convenient and quick to build, and the built scaffold is safe and reliable, shortens the time of building the scaffold, and reduces the cost and labor intensity of the scaffold. However, the bearing space of the top surface of the supporting beam column of the building scaffold is limited, and a more abundant bearing space cannot be provided for building constructors, and meanwhile, although the building scaffold is guaranteed to be detachable, the detaching difficulty is high, and meanwhile, the stability of the whole framework after installation cannot be guaranteed.
Disclosure of Invention
The invention aims to provide a steel structure supporting beam column for building construction and an installation method thereof, and the following technical problems are solved: (1) the six stand columns are fixed on the triangular joints on the bottom beam through screws, the tops of the three stand columns on one side are fixed with the four-corner joints through screws, the tops of the three stand columns on the other side are fixed with the five-corner joints through screws, the first upper beam is fixed between the four-corner joints on the adjacent stand columns through screws, and then the first upper beam is fixed between the five-corner joints on the adjacent stand columns, so that the technical problem that a steel structure supporting beam column in the prior art is difficult to disassemble and assemble is solved; (2) the four-corner joints and the five-corner joints on the two second upper beams at two ends are fixed with the inserting rods through screws, the inserting rod at one side is fixed with a second supporting strip and three first supporting strips, the three first supporting strips are mutually fixed through first bolts on first rod sleeves, first supporting top surfaces are fixed on the first supporting strip and the second supporting strip, third rod sleeves are arranged at two ends of the second supporting strip through third bolts, and the inserting rods are fixed with corresponding stand columns through second inclined support rods, so that the technical problem that the bearing space of a bearing surface of a steel structure supporting beam column in the prior art is limited is solved; (3) through the roof beam in will installing between two stands of first support top surface below, and support both sides stand through two first diagonal braces on the roof beam, link up the roof beam and connect corresponding second upper beam through the screw installation on the roof beam in, at the floorbar, the stand, install the triangle connecting seat on first upper beam and the second upper beam that is located the centre, it is fixed through the sloping between the triangle connecting seat, through this structure setting, in the sloping convenient to detach, the sloping can be the floorbar, the stand, first upper beam, provide effectual holding power between the second upper beam, the steel construction support beam column can not satisfy structural stability's technical problem when guaranteeing detachable in the solution prior art.
The purpose of the invention can be realized by the following technical scheme:
a steel structure supporting beam column for building construction comprises bottom beams and upright columns, wherein the number of the bottom beams is four, four bottom beams are arranged oppositely in pairs, the number of the upright columns is six, the bottoms of the upright columns are spliced with triangular joints through screws, the bottoms of the three upright columns are spliced with two bottom beams through the triangular joints, the two ends of each bottom beam are spliced with the triangular joints through screws, the tops of the upright columns are spliced with two first upper beams through four-corner joints, the tops of the three upright columns are spliced with two first upper beams through the four-corner joints, the two ends of each two adjacent first upper beams are spliced with the four-corner joints through screws, the four first upper beams are arranged oppositely in pairs, the four first upper beams are spliced with three second upper beams through the four-corner joints, the distances between the three second upper beams are the same, four fastening pieces are symmetrically installed on the two second upper beams at the two ends through the screws, the second upper beams are provided with first side bars through the, two second side strips are arranged between the two first side strips, and the first side strips and the second side strips are arranged on the lower surface of the top surface of the second support;
a pentagonal joint is mounted at one end, far away from the quadrangular joints, of the second upper beam, and a third supporting top surface is arranged above the pentagonal joint;
the four-corner joint and the five-corner joint on the second upper beam at two ends are inserted with insertion rods through screws, the four insertion rods are arranged in a pairwise opposite mode, two adjacent insertion rods are arranged on two sides of the bottom of the second supporting bar, a first supporting top surface is clamped on one side of the second supporting bar, and three first supporting bars are clamped on one side, far away from the second supporting bar, of the first supporting top surface;
there are two spacing pieces through the screw fixation on the stand on the second upper beam, and two spacing pieces are all through screwed connection on the lift post, install two second bolts on the lift post, the lift post passes through second bolt fixed connection lifting pedestal, the second bolt runs through first side gasket, first side gasket sets up between lift post, lifting pedestal keeps away from first side gasket one side and is provided with second side gasket, through first bolt, second bolt fastening between first side gasket and the second side gasket.
Furthermore, the triangular connecting seats are installed at the bottom of the second upper beam in the middle, two inclined beams which are obliquely arranged are installed on the triangular connecting seats on the second upper beam, and one ends, far away from the second upper beam, of the inclined beams are connected with the triangular connecting seats on the stand columns on the two sides through screws.
Further, two triangle connecting seats are symmetrically installed on the bottom beam and the opposite surface of the second upper beam, two triangle connecting seats are symmetrically installed on the opposite surface of the stand column, two inclined beams which are obliquely arranged are installed on the triangle connecting seats through screws, the two inclined beams on the triangle connecting seats on the bottom beam are respectively connected with the two triangle connecting seats on the two adjacent stand columns, and the two inclined beams on the triangle connecting seats on the first upper beam are respectively connected with the two triangle connecting seats on the two adjacent stand columns.
Furthermore, a middle beam is fixed between two stand columns below the first supporting top surface through screws, a connection beam is installed on the middle beam through screws, the connection beam is perpendicular to the middle beam, one end, away from the middle beam, of the connection beam is connected with the second upper beam through screws, two first inclined supporting rods which are obliquely arranged are further installed on the middle beam through screws, and one end, away from the middle beam, of each first inclined supporting rod is connected with the stand columns through screws.
Further, it is adjacent be provided with the second rod cover between first sidebar and the second sidebar, install two second bolts on the second rod cover, first sidebar, second sidebar are pegged graft respectively through two second bolts to the second rod cover, install two support channel-section steels on two second sidebars, four right angle stationary blades are installed through the screw to support the channel-section steel both sides, it passes through the right angle stationary blade and connects the second sidebar to support the channel-section steel.
Furthermore, a second inclined supporting rod which is obliquely arranged is fixed on the insertion rod through a screw, and one end, far away from the insertion rod, of the second inclined supporting rod is connected with the stand column through a screw.
Furthermore, second support bar both ends are provided with the third rod cover, third rod cover one end is provided with the third bolt, the second support bar is pegged graft through the third bolt to the third rod cover.
Further, the third supports top surface both sides joint and has the side connecting plate, one side install the movable rod that three equidistant set up on the side connecting plate, the movable rod is fixed in on the side connecting plate through the right angle stationary blade, just movable rod activity grafting pentagon connects, surface mounting has the connecting rod that a plurality of equidistant set up under the third supports the top surface, the side connecting plate is connected respectively at the connecting rod both ends.
Furthermore, three first supporting strips are arranged in a pairwise adjacent mode, a first rod sleeve is arranged between every two adjacent first supporting strips, first bolts are arranged at two ends of the first rod sleeve, and the first supporting strips are connected with the first rod sleeve in an inserted mode through the first bolts.
Further, the method for installing the steel structure supporting beam column for building construction comprises the following steps:
the method comprises the following steps: connecting four bottom beams in pairs, fixing triangular joints through screws, fixing the triangular joints at two ends of the connected bottom beams through screws, fixing limiting pieces at two ends of the connected four bottom beams through screws, fixing the limiting pieces with a lifting column through screws, mounting two second bolts on the lifting column, and fixing a lifting base between a first side gasket and a second side gasket through the first bolts and the second bolts;
step two: pass through the fix with screw on the triangle joint on the floorbar with six stands, pass through the screw fixation four corners joint with the three stand top in one side, pass through the screw fixation pentagon joint with the three stand top in opposite side, pass through the first upper beam of screw fixation between the four corners joint on adjacent stand, then fix first upper beam between the pentagon joint on adjacent stand, pass through the screw fixation second upper beam between relative four corners joint and pentagon joint, pass through the screw installation binding strip on the second upper beam in both sides, and through two fixed first sidebars of both sides binding strip, with two second sidebars of pegging graft through the second bolt on the second rod cover between two first sidebars, at two first sidebars, the joint second supports the top surface between two second sidebars, and support the channel-section steel through two fixed rectangular fixing pieces between a couple of second sidebars:
step three: the four-corner joint and the five-corner joint on the two second upper beams at the two ends are fixed with the inserting rod through screws, a second supporting bar and three first supporting bars are fixed on the insertion rod at one side, the three first supporting bars are mutually fixed through a first bolt on the first bar sleeve, fixing first supporting top surfaces on the first supporting bars and the second supporting bars, installing third bar sleeves at two ends of the second supporting bars through third bolts, fixing corresponding upright posts by the insertion rods through second inclined supporting bars, installing a middle beam between two upright posts below the first supporting top surfaces, and supporting the upright posts at two sides on the middle beam through two first inclined supporting bars, the roof beam is gone up to the second that links up the roof beam and connect corresponding through the screw installation on well roof beam, and the triangle connecting seat is installed on the roof beam on floorbar, stand, first upper beam and the second that is located the centre, and is fixed through the sloping between the triangle connecting seat:
step four: the movable rod of pegging graft on the pentagon connects, and three movable rod passes through the fixed third of right angle stationary blade and supports the top surface bottom, supports top surface both sides joint side connecting plate at the third, and a plurality of connecting rods of fixed between two side connecting plates, and then accomplish the installation that supports the beam column, through the design of first bolt, second bolt, third bolt, satisfies support beam column top surface installation guardrail, improves the security of construction.
The invention has the beneficial effects that:
(1) the invention relates to a steel structure supporting beam column for building construction and an installation method thereof, four bottom beams are connected in pairs and are fixed with triangular joints through screws, the triangular joints are fixed at the two ends of the connected bottom beams through screws, the two ends of the four connected bottom beams are fixed with limiting pieces through screws, the limiting pieces are fixed with the lifting columns through screws, two second bolts are arranged on the lifting column, a lifting base is fixed between the first side gasket and the second side gasket through the first bolts and the second bolts, through the matching design of the first bolt and the second bolt, the first bolt can fix the lifting column and the lifting base, the second bolt can fix the first side gasket and the second side gasket, the lifting base and the lifting column are fixed well, and a lifting function is provided for the whole steel structure supporting beam column;
(2) the six stand columns are fixed on the triangular joints on the bottom beam through screws, the tops of the three stand columns on one side are fixed with the four-corner joints through screws, the tops of the three stand columns on the other side are fixed with the five-corner joints through screws, a first upper beam is fixed between the four-corner joints on the adjacent stand columns through screws, then the first upper beam is fixed between the five-corner joints on the adjacent stand columns, and the whole beam-column structure is convenient to disassemble and assemble;
(3) the four-corner joints and the five-corner joints on two second upper beams at two ends are fixed with the inserting rods through screws, a second supporting strip and three first supporting strips are fixed on the inserting rod at one side, the three first supporting strips are mutually fixed through first bolts on first rod sleeves, first supporting top surfaces are fixed on the first supporting strips and the second supporting strips, third rod sleeves are installed at two ends of the second supporting strips through third bolts, the inserting rods are fixed with corresponding stand columns through second inclined supporting rods, and through the arrangement, more bearing spaces are provided for two sides of the top surfaces of the supporting beam columns, so that construction workers can construct on the bearing spaces during actual construction;
(4) with the roof beam in the installation between two stands of first support top surface below, and support both sides stand through two first diagonal braces on well roof beam, link up the roof beam and connect corresponding second upper beam through the screw installation on well roof beam, at the floorbar, the stand, install the triangle connecting seat on first upper beam and the second upper beam that is located the centre, it is fixed through the sloping between the triangle connecting seat, through this structure setting, in the sloping convenient to detach, the sloping can be the floorbar, the stand, first upper beam, provide effectual holding power between the second upper beam, make whole framework stability higher.
Drawings
The invention will be further described with reference to the accompanying drawings.
FIG. 1 is a schematic structural view of a steel structural support beam column for building construction according to the present invention;
FIG. 2 is a side view of the present invention;
FIG. 3 is an assembled view of the first and second side pads of the present invention;
FIG. 4 is a top view of the first support of the present invention;
FIG. 5 is a block diagram of a first sleeve of the present invention;
FIG. 6 is a block diagram of a second rod sleeve of the present invention;
FIG. 7 is a block diagram of a third rod cover of the present invention;
FIG. 8 is a bottom view of the top of the secondary support of the present invention;
fig. 9 is a bottom view of the top of a third support of the present invention.
In the figure: 1. a bottom beam; 2. a column; 3. a first upper beam; 4. a triangular joint; 5. a triangular connecting seat; 6. an oblique beam; 7. a first diagonal brace; 8. a middle beam; 9. a four-corner joint; 10. a plug rod; 101. a second diagonal brace; 11. a first support bar; 12. a first rod sleeve; 121. a first latch; 13. a second rod sleeve; 131. a second bolt; 14. a first top support surface; 15. a second supporting strip; 16. a lifting column; 17. a limiting sheet; 19. a lifting base; 20. a first side pad; 201. a second side pad; 202. a first bolt; 203. a second bolt; 21. a first side bar; 211. a fastening tab; 22. a second side bar; 23. supporting channel steel; 24. a right-angle fixing piece; 26. a pentagonal joint; 27. a movable rod; 28. a side connection plate; 29. a connecting rod; 30. a third rod sleeve; 301. a third bolt; 31. a second upper beam; 32. connecting the beams; 33. a second top support surface; 34. and a third supporting top surface.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-9, the present invention is a steel structure supporting beam column for building construction, comprising bottom beams 1, upright columns 2, four bottom beams 1 arranged oppositely in pairs, six upright columns 2, three triangular joints 4 inserted through screws at the bottom of the upright columns 2, two bottom beams 1 inserted through the triangular joints 4 at the bottom of the three upright columns 2, triangular joints 4 inserted through screws at both ends of the bottom beams 1, four corner joints 9 inserted through screws at the top of the upright columns 2, two first upper beams 3 inserted through the four corner joints 9 at the top of the three upright columns 2, four corner joints 9 inserted through screws at both ends of the two adjacent first upper beams 3, four first upper beams 3 arranged oppositely in pairs, three second upper beams 31 inserted through the four corner joints 9 at the four first upper beams 3, three second upper beams 31 having the same distance, four fastening pieces 211 symmetrically installed through screws on the two second upper beams 31 at both ends, the second upper beam 31 is provided with first side strips 21 through fastening pieces 211, two second side strips 22 are arranged between the two first side strips 21, and the first side strips 21 and the second side strips 22 are arranged on the lower surface of a second supporting top surface 33;
a pentagonal joint 26 is arranged at one end, far away from the tetragonal joint 9, of the second upper beam 31, and a third supporting top surface 34 is arranged above the pentagonal joint 26;
the four-corner joints 9 and the five-corner joints 26 on the second upper beams 31 at the two ends are inserted with the inserting rods 10 through screws, the four inserting rods 10 are arranged in pairs, two adjacent inserting rods 10 are arranged at the two sides of the bottom of the second supporting bar 15, one side of the second supporting bar 15 is clamped with the first supporting top surface 14, and one side of the first supporting top surface 14, which is far away from the second supporting bar 15, is clamped with three first supporting bars 11;
there are two spacing pieces 17 through the screw fixation on the stand 2 on the second entablature 31, two spacing pieces 17 all pass through screwed connection on the lift post 16, install two second bolts 203 on the lift post 16, the lift post 16 passes through second bolt 203 fixed connection lift base 19, first side gasket 20 is run through to second bolt 203, first side gasket 20 sets up in the lift post 16, between the lift base 19, lift base 19 keeps away from first side gasket 20 one side and is provided with second side gasket 201, through first bolt 202 between first side gasket 20 and the second side gasket 201, second bolt 203 is fixed.
Specifically, the bottom of the second upper beam 31 in the middle is provided with a triangular connecting seat 5, the triangular connecting seat 5 on the second upper beam 31 is provided with two inclined beams 6, and one end of each inclined beam 6, which is far away from the second upper beam 31, is connected with the triangular connecting seats 5 on the upright posts 2 on two sides through screws. Two triangle connecting seats 5 are symmetrically installed to the opposite surface of floorbar 1 and second upper beam 31, two triangle connecting seats 5 are symmetrically installed to the opposite surface of adjacent stand 2, install the sloping 6 that two slopes set up through the screw on the triangle connecting seat 5, two sloping 6 on the triangle connecting seat 5 on the floorbar 1 are connected two triangle connecting seats 5 on two adjacent stands 2 respectively, two sloping 6 on the triangle connecting seat 5 on the first upper beam 3 are connected two triangle connecting seats 5 on two adjacent stands 2 respectively. A middle beam 8 is fixed between the two upright posts 2 below the first supporting top surface 14 through screws, a connecting beam 32 is mounted on the middle beam 8 through screws, the connecting beam 32 is perpendicular to the middle beam 8, one end, away from the middle beam 8, of the connecting beam 32 is connected with a second upper beam 31 through screws, two first inclined supporting rods 7 which are obliquely arranged are further mounted on the middle beam 8 through screws, and one end, away from the middle beam 8, of each first inclined supporting rod 7 is connected with the upright posts 2 through screws. Be provided with second rod cover 13 between adjacent first sidebar 21 and the second sidebar 22, install two second bolts 131 on the second rod cover 13, first sidebar 21, second sidebar 22 are pegged graft respectively through two second bolts 131 to second rod cover 13, install two support channel-section steels 23 on two second sidebars 22, support channel-section steels 23 both sides and have four right angle stationary blades 24 through the screw installation, support channel-section steels 23 and pass through right angle stationary blade 24 and connect second sidebar 22. A second inclined supporting rod 101 which is obliquely arranged is fixed on the inserting rod 10 through a screw, and one end, far away from the inserting rod 10, of the second inclined supporting rod 101 is connected with the upright post 2 through a screw. And third rod sleeves 30 are arranged at two ends of the second supporting bar 15, a third bolt 301 is arranged at one end of each third rod sleeve 30, and the third rod sleeves 30 are inserted into the second supporting bar 15 through the third bolts 301. The joint of third support top surface 34 both sides has side connecting plate 28, installs the movable rod 27 that three equidistant set up on one side connecting plate 28, and movable rod 27 is fixed in on side connecting plate 28 through right angle stationary blade 24, and movable rod 27 activity grafting pentagon connects 26, and third support top surface 34 lower surface mounting has the connecting rod 29 of a plurality of equidistant settings, and side connecting plate 28 is connected respectively at connecting rod 29 both ends. The three first supporting strips 11 are arranged two by two adjacently, a first rod sleeve 12 is arranged between the two adjacent first supporting strips 11, first bolts 121 are arranged at two ends of the first rod sleeve 12, and the first rod sleeve 12 is inserted into the first supporting strips 11 through the first bolts 121. The first bolt 121, the second bolt 131 and the third bolt 301 are used for installing a guardrail.
Referring to fig. 1 to 9, the method for installing the steel structure supporting beam column for building construction according to the present embodiment includes:
the method comprises the following steps: connecting four bottom beams 1 in pairs, fixing triangular joints 4 through screws, fixing the triangular joints 4 at two ends of the connected bottom beams 1 through screws, fixing limiting pieces 17 at two ends of the connected four bottom beams 1 through screws, fixing the limiting pieces 17 and a lifting column 16 through screws, mounting two second bolts 203 on the lifting column 16, and fixing a lifting base 19 between a first side gasket 20 and a second side gasket 201 through a first bolt 202 and the second bolts 203;
step two: six upright columns 2 are fixed on a triangular joint 4 on a bottom beam 1 through screws, the top parts of three upright columns 2 at one side are fixed with a four-corner joint 9 through screws, the top parts of three upright columns 2 at the other side are fixed with a pentagonal joint 26 through screws, the first upper beam 3 is fixed between the four corner joints 9 on the adjacent upright posts 2 through screws, and then the first upper beam 3 is fixed between the five corner joints 26 on the adjacent upright posts 2, a second upper beam 31 is fixed between the opposite four corner joint 9 and the five corner joint 26 by screws, the second upper beams 31 on two sides are provided with fastening pieces 211 through screws, the two first side strips 21 are fixed through the fastening pieces 211 on two sides, the two second side strips 22 are inserted between the two first side strips 21 through the second bolts 131 on the second rod sleeve 13, the second top supporting surface 33 is clamped between the two first side strips 21 and the two second side strips 22, and two supporting channel steel 23 are fixed between the two second side strips 22 through right-angle fixing pieces 24:
step three: the four-corner joints 9 and the five-corner joints 26 on two second upper beams 31 at two ends are fixed with the inserting rods 10 through screws, a second supporting bar 15 and three first supporting bars 11 are fixed on the inserting rods 10 at one side, the three first supporting bars 11 are mutually fixed through first bolts 121 on first bar sleeves 12, first supporting top surfaces 14 are fixed on the first supporting bars 11 and the second supporting bars 15, third bar sleeves 30 are installed at two ends of the second supporting bar 15 through third bolts 301, the inserting rods 10 are fixed with corresponding upright columns 2 through second inclined supporting bars 101, a middle beam 8 is installed between the two upright columns 2 below the first supporting top surfaces 14, the upright columns 2 at two sides are supported on the middle beam 8 through two first inclined supporting bars 7, a connecting beam 32 is installed on the middle beam 8 through screws and connected with the corresponding second upper beam 31, and triangular connecting seats 5 are installed on the bottom beam 1, the upright columns 2, the first upper beam 3 and the second upper beam 31 positioned in the middle, the triangular connecting seats 5 are fixed through the oblique beams 6:
step four: the movable rods 27 are movably inserted into the pentagonal joints 26, the three movable rods 27 are fixed at the bottom of the third supporting top surface 34 through the right-angle fixing pieces 24, the side connecting plates 28 are clamped at two sides of the third supporting top surface 34, and the connecting rods 29 are fixed between the two side connecting plates 28, so that the mounting of the supporting beam column is completed.
The foregoing is merely exemplary and illustrative of the present invention and various modifications, additions and substitutions may be made by those skilled in the art to the specific embodiments described without departing from the scope of the invention as defined in the following claims.
Claims (10)
1. A steel structure supporting beam column for building construction is characterized by comprising bottom beams (1) and stand columns (2), wherein the number of the bottom beams (1) is four, every two of the four bottom beams (1) are oppositely arranged, the number of the stand columns (2) is six, the bottom positions of the stand columns (2) are spliced with triangular joints (4) through screws, the bottoms of the three stand columns (2) are spliced with two bottom beams (1) through the triangular joints (4), the two ends of each bottom beam (1) are spliced with the triangular joints (4) through screws, the top positions of the stand columns (2) are spliced with four corner joints (9) through the screw, the tops of the three stand columns (2) are spliced with two first upper beams (3) through the four corner joints (9), the two ends of each two adjacent first upper beams (3) are spliced with the four corner joints (9) through screws, and the four first upper beams (3) are oppositely arranged in pairs, the four first upper beams (3) are spliced with three second upper beams (31) through four-corner joints (9), the distances between every two of the three second upper beams (31) are the same, the two second upper beams (31) at the two ends are symmetrically provided with four fastening pieces (211) through screws, the second upper beams (31) are provided with first side strips (21) through the fastening pieces (211), two second side strips (22) are arranged between the two first side strips (21), and the first side strips (21) and the second side strips (22) are arranged on the lower surfaces of second supporting top surfaces (33);
a pentagonal joint (26) is mounted at one end, far away from the quadrangular joint (9), of the second upper beam (31), and a third supporting top surface (34) is arranged above the pentagonal joint (26);
the four-corner connectors (9) and the five-corner connectors (26) on the second upper beams (31) at the two ends are inserted with inserting rods (10) through screws, every two of the four inserting rods (10) are arranged oppositely, two adjacent inserting rods (10) are arranged on the two sides of the bottom of the second supporting bar (15), a first supporting top surface (14) is clamped on one side of the second supporting bar (15), and three first supporting bars (11) are clamped on one side, far away from the second supporting bar (15), of the first supporting top surface (14);
there are two spacing pieces (17) through the screw fixation on stand (2) on second upper beam (31), and two spacing pieces (17) are all through screwed connection on lift post (16), install two second bolt (203) on lift post (16), lift post (16) are through second bolt (203) fixed connection lifting base (19), first side gasket (20) are run through in second bolt (203), first side gasket (20) set up between lift post (16), lifting base (19) are kept away from first side gasket (20) one side and are provided with second side gasket (201), and are fixed through first bolt (202), second bolt (203) between first side gasket (20) and second side gasket (201).
2. The steel structure supporting beam column for building construction as claimed in claim 1, wherein a triangular connecting base (5) is installed at the bottom of the second upper beam (31) in the middle, two inclined beams (6) are installed on the triangular connecting base (5) on the second upper beam (31) in an inclined manner, and one ends of the inclined beams (6) far away from the second upper beam (31) are connected with the triangular connecting bases (5) on the two side upright columns (2) through screws.
3. The steel structure supporting beam column for building construction according to claim 1, wherein two triangular connecting seats (5) are symmetrically installed on the opposite surfaces of the bottom beam (1) and the second upper beam (31), two triangular connecting seats (5) are symmetrically installed on the opposite surfaces of the adjacent columns (2), two inclined beams (6) which are obliquely arranged are installed on the triangular connecting seats (5) through screws, two inclined beams (6) on the triangular connecting seats (5) on the bottom beam (1) are respectively connected with the two triangular connecting seats (5) on the adjacent two columns (2), and two inclined beams (6) on the triangular connecting seats (5) on the first upper beam (3) are respectively connected with the two triangular connecting seats (5) on the adjacent two columns (2).
4. The steel structure supporting beam column for building construction according to claim 1, wherein a middle beam (8) is fixed between two vertical columns (2) below the first supporting top surface (14) through screws, a connecting beam (32) is installed on the middle beam (8) through screws, the connecting beam (32) is perpendicular to the middle beam (8), one end of the connecting beam (32) far away from the middle beam (8) is connected with a second upper beam (31) through screws, two obliquely arranged first inclined supporting rods (7) are further installed on the middle beam (8) through screws, and one end of each first inclined supporting rod (7) far away from the middle beam (8) is connected with the vertical column (2) through screws.
5. The steel structure supporting beam column for building construction as claimed in claim 1, wherein a second rod sleeve (13) is arranged between the first side bar (21) and the second side bar (22) in a neighboring manner, two second bolts (131) are installed on the second rod sleeve (13), the second rod sleeve (13) is respectively inserted into the first side bar (21) and the second side bar (22) through the two second bolts (131), two supporting channel steels (23) are installed on the two second side bars (22), four right-angle fixing pieces (24) are installed on two sides of the supporting channel steels (23) through screws, and the supporting channel steels (23) are connected with the second side bar (22) through the right-angle fixing pieces (24).
6. The steel structure supporting beam column for building construction as claimed in claim 1, wherein a second inclined supporting rod (101) is fixed on the insertion rod (10) through a screw, and one end of the second inclined supporting rod (101) far away from the insertion rod (10) is connected with the upright post (2) through a screw.
7. The steel structure supporting beam column for building construction as claimed in claim 1, wherein a third bar sleeve (30) is arranged at two ends of the second supporting bar (15), a third bolt (301) is arranged at one end of the third bar sleeve (30), and the third bar sleeve (30) is inserted into the second supporting bar (15) through the third bolt (301).
8. The steel structure supporting beam column for building construction as claimed in claim 1, wherein side connecting plates (28) are clamped on two sides of the third supporting top surface (34), three movable rods (27) arranged at equal intervals are mounted on the side connecting plates (28) on one side, the movable rods (27) are fixed on the side connecting plates (28) through right-angle fixing pieces (24), the movable rods (27) are movably inserted into the pentagonal joints (26), a plurality of connecting rods (29) arranged at equal intervals are mounted on the lower surface of the third supporting top surface (34), and two ends of each connecting rod (29) are respectively connected with the side connecting plates (28).
9. The steel structure supporting beam column for building construction according to claim 1, wherein three first supporting strips (11) are arranged adjacent to each other in pairs, a first rod sleeve (12) is arranged between two adjacent first supporting strips (11), first pins (121) are arranged at two ends of the first rod sleeve (12), and the first supporting strips (11) are inserted into the first rod sleeve (12) through the first pins (121).
10. A method for installing a steel structure supporting beam column for building construction is characterized by comprising the following steps:
the method comprises the following steps: connecting four bottom beams (1) in pairs, fixing triangular joints (4) through screws, fixing the triangular joints (4) at two ends of the connected bottom beams (1) through screws, fixing limiting pieces (17) at two ends of the connected four bottom beams (1) through screws, fixing the limiting pieces (17) and a lifting column (16) through screws, installing two second bolts (203) on the lifting column (16), and fixing a lifting base (19) between a first side gasket (20) and a second side gasket (201) through a first bolt (202) and a second bolt (203);
step two: the six upright posts (2) are fixed on a triangular joint (4) on a bottom beam (1) through screws, the tops of three upright posts (2) on one side are fixed with four-corner joints (9) through screws, the tops of three upright posts (2) on the other side are fixed with five-corner joints (26) through screws, a first upper beam (3) is fixed between the four-corner joints (9) on the adjacent upright posts (2) through screws, then a first upper beam (3) is fixed between the five-corner joints (26) on the adjacent upright posts (2), a second upper beam (31) is fixed between the opposite four-corner joints (9) and the five-corner joints (26) through screws, fastening pieces (211) are installed on the second upper beams (31) on two sides through screws, two first side bars (21) are fixed through the fastening pieces (211) on two sides, and two second side bars (22) are inserted between the two first side bars (21) through second bolts (131) on a second rod sleeve (13), the second supporting top surface (33) is clamped between the two first side strips (21) and the two second side strips (22), and the two supporting channel steels (23) are fixed between the two second side strips (22) through right-angle fixing pieces (24):
step three: the four-corner joints (9) and the five-corner joints (26) on two second upper beams (31) at two ends are fixed with plug-in rods (10) through screws, a second supporting bar (15) and three first supporting bars (11) are fixed on the plug-in rods (10) at one side, the three first supporting bars (11) are mutually fixed through first bolts (121) on first bar sleeves (12), first supporting top surfaces (14) are fixed on the first supporting bars (11) and the second supporting bars (15), third bar sleeves (30) are installed at two ends of the second supporting bars (15) through third bolts (301), the plug-in rods (10) are fixed with corresponding upright columns (2) through second inclined supporting bars (101), a middle beam (8) is installed between two upright columns (2) below the first supporting top surfaces (14), and the upright columns (2) at two sides are supported on the middle beam (8) through two first inclined supporting bars (7), connect roof beam (32) and connect corresponding second and go up roof beam (31) through screw installation on well roof beam (8), install triangle connecting seat (5) on floorbar (1), stand (2), first second that go up roof beam (3) and be located the centre is gone up roof beam (31), it is fixed through sloping (6) between triangle connecting seat (5):
step four: the movable rods (27) are movably inserted into the pentagonal joints (26), the three movable rods (27) are fixed to the bottom of the third supporting top surface (34) through right-angle fixing pieces (24), the side connecting plates (28) are clamped on two sides of the third supporting top surface (34), and a plurality of connecting rods (29) are fixed between the two side connecting plates (28) so that the supporting beam column is installed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010408793.6A CN111519938A (en) | 2020-05-14 | 2020-05-14 | Steel structure supporting beam column for building construction and mounting method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010408793.6A CN111519938A (en) | 2020-05-14 | 2020-05-14 | Steel structure supporting beam column for building construction and mounting method thereof |
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| Publication Number | Publication Date |
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| CN111519938A true CN111519938A (en) | 2020-08-11 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010408793.6A Withdrawn CN111519938A (en) | 2020-05-14 | 2020-05-14 | Steel structure supporting beam column for building construction and mounting method thereof |
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| CN (1) | CN111519938A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118911443A (en) * | 2024-10-10 | 2024-11-08 | 中铁城建集团建筑科技有限公司 | Floor-free support equipment for assembled structural floor slab and construction method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201714048U (en) * | 2010-07-06 | 2011-01-19 | 开平创誉棚架设备有限公司 | Chrysanthemum clip connection type scaffold |
| CN206636159U (en) * | 2017-01-12 | 2017-11-14 | 金华职业技术学院 | A kind of socket joint type founds the scaffold of straight bracket |
| CN207377094U (en) * | 2017-07-15 | 2018-05-18 | 北京中恒嘉业装饰工程有限公司 | Scaffold |
| CN109057297A (en) * | 2018-08-15 | 2018-12-21 | 天津核海源科技发展有限公司 | A kind of shield structural repair movable lifting platform |
| CN110295734A (en) * | 2019-07-30 | 2019-10-01 | 绵阳中正科技有限公司 | A kind of multifunctional lifting platform for construction |
| CN110565928A (en) * | 2019-07-26 | 2019-12-13 | 江苏兴厦建设工程集团有限公司 | Fast-assembling, quick detach formula scaffold frame for construction of building outer wall |
-
2020
- 2020-05-14 CN CN202010408793.6A patent/CN111519938A/en not_active Withdrawn
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201714048U (en) * | 2010-07-06 | 2011-01-19 | 开平创誉棚架设备有限公司 | Chrysanthemum clip connection type scaffold |
| CN206636159U (en) * | 2017-01-12 | 2017-11-14 | 金华职业技术学院 | A kind of socket joint type founds the scaffold of straight bracket |
| CN207377094U (en) * | 2017-07-15 | 2018-05-18 | 北京中恒嘉业装饰工程有限公司 | Scaffold |
| CN109057297A (en) * | 2018-08-15 | 2018-12-21 | 天津核海源科技发展有限公司 | A kind of shield structural repair movable lifting platform |
| CN110565928A (en) * | 2019-07-26 | 2019-12-13 | 江苏兴厦建设工程集团有限公司 | Fast-assembling, quick detach formula scaffold frame for construction of building outer wall |
| CN110295734A (en) * | 2019-07-30 | 2019-10-01 | 绵阳中正科技有限公司 | A kind of multifunctional lifting platform for construction |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118911443A (en) * | 2024-10-10 | 2024-11-08 | 中铁城建集团建筑科技有限公司 | Floor-free support equipment for assembled structural floor slab and construction method |
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Application publication date: 20200811 |
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