CN108222262A - A kind of assembling structure of assembling type steel structure building - Google Patents
A kind of assembling structure of assembling type steel structure building Download PDFInfo
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- CN108222262A CN108222262A CN201810242679.3A CN201810242679A CN108222262A CN 108222262 A CN108222262 A CN 108222262A CN 201810242679 A CN201810242679 A CN 201810242679A CN 108222262 A CN108222262 A CN 108222262A
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- column
- tenon
- riveting
- assembling
- crossbeam
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2406—Connection nodes
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2415—Brackets, gussets, joining plates
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2448—Connections between open section profiles
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a kind of assembling structures of assembling type steel structure building.The present invention provides a kind of assembling type steel structure building, to solve the existing steel building torque resistant force difference based on I-steel, the problem of solder joint assurance coefficient is low, and monolithic architecture rigid nature is poor.To achieve the above object, the following technical solutions are proposed by the present invention.A kind of assembling structure of assembling type steel structure building, crossbeam, auxiliary girder, the column of assembling type steel structure building body are equipped with column using H profile steel, crossbeam support auxiliary girder, crossbeam and auxiliary girder crossover location；Crossover location is equipped with the sets of brackets on top of the columns part for crossbeam, auxiliary girder, column to be linked together, sets of brackets on top of the columns part is divided into tenon part, riveting part, tenon part, riveting part are distributed in around column, tenon part, riveting part are respectively arranged to the mutual fastening protrusion fastened together, catching groove, adjacent tenon part and riveting part snaps together, and tenon part, riveting part are mounted on by detachable connection on column.
Description
Technical field
The present invention relates to building, construction steel structure technical field more particularly to a kind of assembling structures of steel building.
Background technology
Modern architecture can be mainly divided into following four classes：First, post and panel structure；2nd, brick mix structure；3rd, steel and concrete structure；4th,
Steel construction.Steel construction is one of the structure being mainly made of steel material, main building construction types.Steel construction is mainly by type
The components such as girder steel, steel column, steel bridge frame made of steel and steel plate etc. form.Generally use welded seam between each component or component,
Bolt or rivet interlacement.During steel structure connection, what is played a major role is girder steel and column, is to form entire steel structure frame
The main body of building.
The designer has found, in existing steel building, is mostly welded using I-steel, plate welding, table top installation, table top
" column drop in beam " mode connect combines installation.It is this select i shaped steel and connection mode, advantage be I-steel section width it is narrow,
Height is high, wall is thin, every meter of length weight is light, and carrying static pressure ability is strong, and unit square steel using amount is few etc., so present production
Workshop mostly employs this Steel Structural Design.But middle-high building partly has coagulation seldom using full steel structure design
Install I-shaped Steel material combination building body other than Tulou body additional, what reason was exactly that middle-high building needs most is antidetonation wind loading rating,
The ability for exactly requiring torque resistant power is strong.But I-steel torque resistant power ability is low, and the design requirement of skyscraper is not achieved.
Thus in view of the above-mentioned problems, it is proposed that a kind of selection H profile steel, the equal wall thickness of this steel height and width is big, same to isotactic
The section bar of lattice, sectional area are seven times of I-steel.Since high wide equal torque resistant power is ten times of I-steel, and with pillar
Mode, using four beams, eight column, sets of brackets on top of the columns part connect.Tenon riveting knot structure, intermediate welding are fixed by bolt, and beam and laminate are all
Through beam, plate, the assembled steel producing building structure of steel shape.
Invention content
The purpose of the present invention is to provide a kind of assembling type steel structure building, mentioned above in the background art to solve,
Existing steel building torque resistant force difference based on I-steel, low, the monolithic architecture rigid nature difference of solder joint assurance coefficient etc. are asked
Topic, to realize that assembling type steel structure building substitutes the purpose of traditional reinforced concrete structural construction.To achieve the above object, it is of the invention
The following technical solutions are proposed.
A kind of assembling structure of assembling type steel structure building, crossbeam, auxiliary girder, the column of assembling type steel structure building body are equal
Using H profile steel, crossbeam support auxiliary girder, crossbeam is equipped with column with auxiliary girder crossover location；
Crossover location is equipped with the sets of brackets on top of the columns part for crossbeam, auxiliary girder, column to be linked together, and sets of brackets on top of the columns part is divided into tenon part, riveting part,
Tenon part, riveting part are distributed in around column, and tenon part, riveting part are respectively arranged to the mutual fastening protrusion fastened together, catching groove, adjacent
Tenon part and riveting part snap together, tenon part, riveting part by detachable connection be mounted on column on.
According to the assembling structure that the assembling type steel structure is built, mode is bolted mounted on vertical in the tenon part, riveting part
On column, post end U-type groove bottom, post end side are respectively provided with multiple screw holes, and bolt passes through tenon part, riveting part and above-mentioned spiral shell
Hole links together sets of brackets on top of the columns part with column.
According to the assembling type steel structure build assembling structure, the tenon part, riveting part main body be L-shaped, tenon part facade plate
Equipped with vertical fastening protrusion, riveting part facade plate is equipped with vertical catching groove, tenon part, riveting part level board bottom be equipped with U-type groove,
Tenon part, riveting part level board on be provided with multiple screw holes.
According to the assembling structure that the assembling type steel structure is built, there is reinforcing rib on the inside of the tenon part, riveting part right angle, strengthen
Muscle both sides are about the symmetrical screw hole of reinforcing rib.
According to the assembling structure that the assembling type steel structure is built, crossbeam is installed with auxiliary girder in cross, crossbeam and auxiliary girder
It is upper pillar stand above crossover location, with being lower pillar stand below auxiliary girder crossover location, upper and lower two column surroundings are distributed with crossbeam
Tenon part, riveting part.
According to the assembling structure that the assembling type steel structure is built, tenon part, riveting part are provided with and batter post or intersect column and connect
Installation muscle.
The present invention has the advantages that compared with existing reinforced concrete construction.
1st, modern architecture material is mainly reinforcing bar, cement, sandstone stock mould, this is the major source of welding, assembled
Steel building is mainly using steel and autoclaved lightweight concrete, and without sandstone stock mould, every square of the building steel using amount of 20 floor is not
To 100 kilograms, 300 kilograms of autoclaved lightweight aerated concrete, 1/7th of square weight less than steel-concrete building, assembled installation
Without airborne dust, this be protect to greatest extent blue mountains and green waters, forest good farmland natural environment.
2nd, assembling type steel structure building is in a manner of pillar, and using four beams, eight column, the connection of sets of brackets on top of the columns part, sets of brackets on top of the columns part is tenon riveting
Structural bolts connect, and welding is, it can be achieved that standard component deposit, and automation equipment in factory production, machining accuracy is steel-concrete building
Ten times.
3rd, due to being standardized production, pipelining, 90% workload is completed in job-shop automation equipment,
Construction site is unitization assembling again, and speed is fast, efficient, therefore the amount of labour used only has 1/10th of steel-concrete building.
4th, laminate and wallboard are done using existing routine ALC autoclaved lightweight concrete board materials, assembling type steel structure is built
It builds without load bearing wall, it can be achieved that building entirety large span designs.The building of whole 20 floor height of building, only compound steel mix the weight of building
Amount, land subsidence is than flexibility that is small, then being equipped with intersection column, batter post and H profile steel.Sets of brackets on top of the columns part has stored most torsion and has refused power again,
Assembling type steel structure building can be achieved 9 degree and set up defences, and resist 8 grades of earthquakes, therefore shock resistance is ten times of existing building.
5th, product standard part deposit, factory automation production, the design of large span, institute can be achieved in assembling type steel structure building
Few, at low cost with Building wood doses, every square of cost only has the half of steel-concrete building, is building of live can rising of wage-earners
It builds.
6th, main body steel construction uses impregnation, protects thickness, validity period is up to century-old.Due to being steel construction, connection is each
Kind fixing piece installed part is convenient, and building body external styling can arbitrarily change.Since span is big, without load bearing wall, inside can basis
It needs voluntarily to divide, and can arbitrarily remove, and whole building is removed conveniently, building waste is few.Since building cost is low, it can be achieved that one
The hanging garden of the First Academy of family formula, can also increase every layer of public area, increase individual layer neighbours' AC machine meeting, change what is do not known each other on the door
Environment, so also keeping up with using after a century.
Description of the drawings
Fig. 1 is cross node sets of brackets on top of the columns part assembling schematic diagram of the present invention.
Fig. 2 is with batter post or intersects column sets of brackets on top of the columns part installation diagram.
Fig. 3 is pillar construction schematic diagram.
Fig. 4 is sets of brackets on top of the columns part riveting part structure diagram.
Fig. 5 is sets of brackets on top of the columns part tenon part structure diagram.
Fig. 6 is angle connector structure diagram.
In attached drawing：1st, upper pillar stand；2nd, upside riveting part；21st, catching groove；22nd, riveting part facade plate；23rd, riveting part reinforcing rib；24、
Riveting part level board；3rd, upside tenon part；31st, protrusion is fastened；32nd, tenon part facade plate；33rd, tenon part reinforcing rib；34th, tenon part level board；
4th, auxiliary girder；5th, screw hole；6th, crossbeam；7th, lower pillar stand；71st, side screw hole；72nd, groove profile screw hole；8th, batter post or intersection column； 9、
Upper tiltedly installation muscle；10th, oblique installation muscle.
Specific embodiment
This assembling type steel structure building is used based on H profile steel.It is designed in a manner of pillar, using Chinese tradition
" four beams " crossbeam, auxiliary girder, side bar, tie-beam " eight columns " cross column, t head post, quoin post, interior corner post, side column, batter post, intersection
Column, along column.Sets of brackets on top of the columns part is used to connect all Liang Yuzhu.Sets of brackets on top of the columns part is designed as riveting tenon structure, no-welding-spot is screwed tight with bolt.Sets of brackets on top of the columns
Part only has fastening force, and carrying gravity is all on various pillars.All beams are all vertical or horizontal through beams, are connected with connecting plate
It connects, then is equipped with ALC autoclaved lightweight concrete board materials, floor is longitudinally through plate, and wallboard is fixed on side bar.This plank
The only weight of Reinforced Concrete Materials a quarter, since steel construction span is big, without load bearing wall, whole building building only has reinforcing bar
The weight of cement works 1/7th.
As shown in Fig. 1 a kind of assembling structure of assembling type steel structure building is the dress of beam and column cross-point locations
With schematic diagram.Wherein, the crossbeam of assembling type steel structure building body, auxiliary girder, column are using H profile steel, and support has crossbeam 6 above
Auxiliary girder 4, crossbeam 6 are equipped with column with 4 crossover location of auxiliary girder.Crossover location is equipped with crossbeam 6, auxiliary girder 4, column being connected to
Sets of brackets on top of the columns part together.Sets of brackets on top of the columns part is divided into tenon part, riveting part, and tenon part, riveting part are distributed in around column, and tenon part, riveting part are respectively arranged with
For mutually fastening fastening protrusion 31 together, catching groove 21, adjacent tenon part and riveting part snap together, and tenon part, riveting part pass through
Detachable connection is mounted on column.Tenon part, riveting part are also linked together by detachable connection and beam.It is above-mentioned can
Dismantling connection mode is preferably connected by screw bolts mode.
Further, mode is bolted on column in the tenon part, riveting part.As shown in figure 3, column upper and lower side
Portion U-type groove bottom, post end side are respectively provided with multiple screw holes, and screw hole interlaced arrangement passes through convenient for bolt, without dry
It relates to.Bolt passes through tenon part, riveting part and above-mentioned screw hole, and sets of brackets on top of the columns part is linked together with column.Crossbeam 6 is corresponding to auxiliary girder 4
Also there is an above-mentioned screw hole in position, and the screw hole of side and trough-shaped base section also interlaced arrangement is passed through convenient for bolt without interfering.
Further, as illustrated in figures 4-5, tenon part, riveting part main body section are L-shaped, are by two orthogonal facade plates, water
Tablet forms.Tenon part facade plate 32 be equipped with vertical fastening protrusion 31, riveting part facade plate 22 be equipped with vertical catching groove 21, tenon part,
The level board bottom of riveting part be equipped with U-type groove, tenon part, riveting part level board on be provided with multiple screw holes.As shown in figure 4, catching groove 21
Positioned at the outside at right angle.In order to enhance tenon part, riveting part intensity, there is the integral type for strengthening use intensity on the inside of tenon part, riveting part right angle
Reinforcing rib.Reinforcing rib is L-type integral type reinforcing plate.Reinforcing rib both sides are provided with the screw hole symmetrical about reinforcing rib.
As shown in Figure 1, crossbeam 6 is installed with auxiliary girder 4 in cross, this is a kind of more typical mounting means.Crossbeam 6 and pair
4 square crossing of beam is installed, crossbeam under, auxiliary girder upper, crossbeam 6 with being upper pillar stand 1 above 4 crossover location of auxiliary girder, crossbeam 6 with it is secondary
It is lower pillar stand 7 below 4 crossover location of beam.Upper and lower two column surroundings are distributed with tenon part, riveting part.Tenon part, riveting part are set respectively
The mutual fastening protrusion 31 fastened together, catching groove 21 are useful for, adjacent tenon part and riveting part snap together.Bolt passes through sets of brackets on top of the columns
Part（Tenon part, riveting part）Facade plate, column, obvolvent is on column.Bolt passes through level board, the beam of sets of brackets on top of the columns part（Girder, auxiliary girder）,
Beam and column are connected as an entirety.Upper and lower two columns using it is above-mentioned it is identical by the way of be attached.
In order to by above-mentioned beam, column and batter post or intersect column 8 and be connected as one, it is necessary to tenon part, riveting part be provided with
Batter post intersects the installation muscle that column 8 connects.Installation muscle and batter post or to intersect column 8 coplanar.Installation muscle is tenon part, on the inside of riveting part right angle
Rectangular thin plate, an entirety is connected as by bolt and batter post or the end for intersecting column.Further improve steel building
General frame intensity.
The girder system row of the present invention using H profile steel, the standard models of steel have 10#, 15#, 20#, 25#, 30#, 40#, 50#,
60# etc. and non-standard model.A height of 200 millimeters such as 20# shaped steel section, width is 200 millimeters.All cross-section steel thickness are 20 millis
Rice, length N.On the beam of every standard manufacture, two end side surfaces are formed with beam connection mounting hole.According to mould in the plane of beam
Number size, is formed with N group sets of brackets on top of the columns part mounting holes position, and modular dimension is according to assembling type steel structure construction characteristic the one of unified setting
The normative technology numerical value of kind.Any building no matter is designed, is all using this modulus standard.No matter so any model of beam
Steel modular dimension be all identical.On the joint of each modular dimension of beam, it is formed with N groups beam type sets of brackets on top of the columns part peace
Required mounting hole position is filled, every group of mounting hole position there are 6.Drill through the through-hole of two planes above and below H profile steel, the model of each beam
Difference, aperture and hole position also differ, but modular dimension is identical, and each layer of beam mainly carries the weight of this layer.So beam is selected
Specification is less than the specification of column, in the design that beam is built in assembling type steel structure, is broadly divided into crossbeam, auxiliary girder, side bar, connection
Beam, i.e. four beams.Crossbeam is longitudinally mounted, and column is withstood under crossbeam, and auxiliary girder is to be transversely mounted across to be sitting on crossbeam with bucket
Arches are fixed, and side bar is mounted on the crossbeam of same layer surrounding, are mainly used for the installation of exterior wall.Tie-beam is that additional beam is mainly used
In the separation of small, what these four beams were selected in same layer is a kind of specifications and models, due to their mounting hole positions be it is identical, can
To be used interchangeably, so being exactly a kind of beam of standard component.It is built in assembling type steel structure, according to building when floor building designs
The number of plies and height, often several layers of is a kind of model, and number of floor levels is more, and the model that bottom is selected is bigger, otherwise just smaller.During earthquake
What beam mainly undertook is shearing force, and the ability being mounted side by side to improve anti-torque also can be selected in crossbeam and auxiliary girder.
Column is as shown in figure 3, shown in column series standard figure, and also using H profile steel, the height of floor subtracts greatly column series
Beam and auxiliary girder thickness are equal to column actual height.As shown in the figure, column both ends are respectively machined with what is matched with column specifications and models
Sets of brackets on top of the columns part mounting hole position simultaneously drills through.H profile steel is divided into two planes and two concave surfaces.The lower end sets of brackets on top of the columns part mounting hole position of column is put down
The sequence in face and concave surface intersects, and is easily installed bolt, and the mounting hole of the upper end of the column, then in the dislocation of lower end, main cause is
Column lower end is sitting on auxiliary girder, and upper end is withstood under crossbeam, and the installation of beam is that face is crossed as cross.Column carrying is column
Whole weight of above section, so the ability of the anti-lever torsional forces of column, should be the sum of crossbeam and auxiliary girder, therefore column selects
With a H profile steel model bigger than beam.Assembling type steel structure building be broadly divided into when design column cross column, t head post, outside
Corner post, side column, batter post, intersects column, along column i.e. eight columns at interior corner post.Cross column is the top crossbeam and the column of auxiliary girder among building；Fourth
Zi Zhuwei buildings both ends wall is outer, into T-shaped column；Quoin post is the column at four angles in building；Interior corner post is moulding inner corner trim outside building
The column at place；Side column is the column at corridor；Batter post is the support column of bottom of the building antidetonation；Intersect the positioning of antidetonation in Zhu Wei buildings
Column；Along column to be walked on roof along reinforced column.Cross column, t head post, quoin post, interior corner post, side column, this five kinds of same layer choosings of column
Identical with specification, installation dimension is identical, and only installation site is different, can be used interchangeably.Batter post, intersect column, along column this three
Kind column shape is identical with column, but appearance and size and mounting hole position are different from column.It builds a building and sets in assembling type steel structure
Timing according to the weight of number of floor levels and building body, selects the column standard component of different model.The column that floor is higher, bottom is selected
Model is bigger, otherwise just smaller.Load bearing beam be parallel motion shearing force, column carrying be the lever moved forward and backward
Power, the standard component steel pattern number that column is selected is the sum of crossbeam and auxiliary girder, so column is more than one specification of beam.Bottom column may be used also
Two or four column is selected integrally to use side by side, to improve the anti-lever torque of column.
The technological core of assembling type steel structure building is the sets of brackets on top of the columns part tenon part in each contact connection, riveting part, intersects
The tenon part of column, riveting part, angle connector, straight beam connector etc..Each sets of brackets on top of the columns part H profile steel mating with its, the specification phase of beam and column
Matching.
Sets of brackets on top of the columns part has riveting tenon structure.Tenon part is the sets of brackets on top of the columns part at 90 degree of right angle.The column of different model corresponds to different model
Sets of brackets on top of the columns part.Slot on the downside of tenon part is buckled on crossbeam, prevents sets of brackets on top of the columns part with beam from moving left and right.On the outside of sets of brackets on top of the columns part perpendicular
With horizontal plane on the upside of, there are one penetrate through reinforcing rib, to enhance the ability of sets of brackets on top of the columns part torque resistant power.Since sets of brackets on top of the columns part tenon part is all
Column both sides are first fixed on, rides over and is fixed on crossbeam on auxiliary girder.Each the upper end of the column or lower end respectively there are four tenon part, riveting part,
Therefore the ability of whole torque resistant power is 3 times of column, since the torsional forces of column is lever force, the half of stem height is bucket
3 times of arches, therefore its torque resistant power ability is balance.
In skyscraper lowest level, beam body can be designed to that double or column design uses side by side into four, therefore sets of brackets on top of the columns
The tenon part of part and riveting part can widen the width and depth of mouthful slot.Sets of brackets on top of the columns part standing portion and the right angle that horizontal component is 90 °,
It may be designed to other number of degrees or left and right be designed to other number of degrees, the intersection number of degrees and slope number for making beam generate variation, can make whole
The appearance of building generates variation to reach arbitrarily devised whole architectural appearance, arbitrary combination, arbitrary variation, and appearance is more graceful,
Therefore the beam of the present invention and column are the whole keel built.The node of tie-beam and column is exactly sets of brackets on top of the columns part and its attachment, Ta Menshi
Form the technological core of the present invention.
Sets of brackets on top of the columns part intersect column, batter post tenon riveting part series as shown in Fig. 2, he than sets of brackets on top of the columns part 90 ° of angle, more one are prominent
The installation muscle gone out has mounting hole on muscle, intersects column or batter post for connecting, and for improving the integral rigidity intensity of column and beam, increases
The torque resistant power of strong whole building.The H steel profiles of column and beam simultaneously, when meeting powerful torsional forces, and have certain flexibility, this
Kind rigid flexible system, that is, improve the basic place of shock resistance.
All beams are all through beams, this just needs to link into an integrated entity between same root beam and beam.Straight beam connector, shape
Such as U-steel, principle such as track with two in a pair two-sided clip in two side channel of beam at connecting sewing.With bolt fixing assembling
Into through beam, the ability of the torque resistant power of straight beam connector is greater than the ability of the torque resistant power of matched H profile steel, makes the seam of beam
Place does not have to the supporting of in addition design pillar.
As shown in fig. 6, the angle connector of beam.Since all beams are all overlapping installations up and down, in beam and beam juxtaposition
It is in and does not design under conditions of pillar supporting it is necessary to using the angle connector connection of two beams.The connector risers back of the body of Liang Jiao
Afterwards there are two the platform protruded, it is inserted in the lateral groove of upper beam, upper plane is parallel with above beam, and this beam angle connector is anti-shearing
Power performance is best.
Sets of brackets on top of the columns part tenon riveting assembling schematic diagram, as shown in Figure 1.When encountering torsional forces, no matter the power of any direction, this tenon
Riveting knot structure is all closely together, and in addition has bolt to fix again, you can into being integral.Therefore there is lower upright at each
At rood beam, the sets of brackets on top of the columns part of upside four of Dou You lower floors and the sets of brackets on top of the columns part composition of the downside on upper strata four, common fixed lower pillar stand are big
Beam, auxiliary girder and upper pillar stand.
Claims (6)
1. a kind of assembling structure of assembling type steel structure building, it is characterised in that：The crossbeam of assembling type steel structure building body, pair
Beam, column are using H profile steel, crossbeam（6）Support auxiliary girder（4）, crossbeam（6）With auxiliary girder（4）Crossover location is equipped with column；
Crossover location is equipped with for by crossbeam（6）, auxiliary girder（4）, the sets of brackets on top of the columns part that links together of column, sets of brackets on top of the columns part is divided into tenon
Part, riveting part, tenon part, riveting part are distributed in around column, and tenon part, riveting part are respectively arranged to mutually fasten fastening protrusion together
（31）, catching groove（21）, adjacent tenon part and riveting part snap together, and tenon part, riveting part are mounted on vertical by detachable connection
On column.
2. the assembling structure of assembling type steel structure building according to claim 1, it is characterised in that：The tenon part, riveting part
Mode is bolted on column, post end U-type groove bottom, post end side are respectively provided with multiple screw holes, spiral shell
Bolt passes through tenon part, riveting part and above-mentioned screw hole, and sets of brackets on top of the columns part is linked together with column.
3. the assembling structure of assembling type steel structure building according to claim 1, it is characterised in that：The tenon part, riveting part
Main body is L-shaped, tenon part facade plate（32）Equipped with vertical fastening protrusion（31）, riveting part facade plate（22）Equipped with vertical catching groove
（21）, tenon part, riveting part level board bottom be equipped with U-type groove, tenon part, riveting part level board on be provided with multiple screw holes.
4. the assembling structure of assembling type steel structure building according to claim 3, it is characterised in that：The tenon part, riveting part
There is reinforcing rib on the inside of right angle, reinforcing rib both sides are about the symmetrical screw hole of reinforcing rib.
5. the assembling structure of assembling type steel structure building according to claim 1, it is characterised in that：Crossbeam（6）With auxiliary girder
（4）It is installed in cross, crossbeam（6）With auxiliary girder（4）It is upper pillar stand above crossover location（1）, crossbeam（6）With auxiliary girder（4）Intersect
It is lower pillar stand below position（7）, upper and lower two column surroundings are distributed with tenon part, riveting part.
6. the assembling structure of assembling type steel structure building according to claim 5, it is characterised in that：Tenon part, the setting of riveting part
Have and batter post or intersect column（8）The installation muscle of connection.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810242679.3A CN108222262A (en) | 2018-03-23 | 2018-03-23 | A kind of assembling structure of assembling type steel structure building |
| PCT/CN2018/082754 WO2019178905A1 (en) | 2018-03-23 | 2018-04-12 | Assembling structure for assembled steel structure building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810242679.3A CN108222262A (en) | 2018-03-23 | 2018-03-23 | A kind of assembling structure of assembling type steel structure building |
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| CN108222262A true CN108222262A (en) | 2018-06-29 |
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| CN201810242679.3A Withdrawn CN108222262A (en) | 2018-03-23 | 2018-03-23 | A kind of assembling structure of assembling type steel structure building |
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| CN (1) | CN108222262A (en) |
| WO (1) | WO2019178905A1 (en) |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109914599A (en) * | 2019-04-28 | 2019-06-21 | 柏林 | Connector in H profile steel building |
| CN110374197A (en) * | 2019-07-23 | 2019-10-25 | 丹阳市乐工钢结构有限公司 | A kind of assembling type steel structure construction set and assembly method |
| CN110552426A (en) * | 2019-10-12 | 2019-12-10 | 镇江天锦钢结构有限公司 | Building steel structure connecting piece |
| CN111593816A (en) * | 2020-06-09 | 2020-08-28 | 河南邦特威机电设备有限公司 | Steel construction building connects corner portion reinforced structure |
| CN112144659A (en) * | 2020-09-27 | 2020-12-29 | 黑龙江建筑职业技术学院 | Assembled steel construction building main part connection structure |
| CN112609828A (en) * | 2020-12-15 | 2021-04-06 | 澧县红似火新型建材有限责任公司 | Connection structure for steel frame building convenient to installation |
| CN113235784A (en) * | 2020-11-24 | 2021-08-10 | 浙江斯泰新材料科技股份有限公司 | Connecting piece and connecting structure |
| CN113585460A (en) * | 2021-08-11 | 2021-11-02 | 青岛卡文迪轨道交通工程有限公司 | A antidetonation wind-resistant building steel construction for riveting bolt |
| CN113789857A (en) * | 2021-08-30 | 2021-12-14 | 阿博建材（昆山）有限公司 | Beam column connecting piece for light steel structure based on nut assembly |
| CN114575533A (en) * | 2022-03-09 | 2022-06-03 | 河南大学 | Modularized prefabricated assembled beam-column combined node adopting bolt connection |
| CN115341657A (en) * | 2022-08-16 | 2022-11-15 | 河北工业大学 | Steel frame heat insulation system and construction method |
| CN115369735A (en) * | 2022-07-14 | 2022-11-22 | 重庆大学 | Multi-layer steel-concrete frame bridge for co-construction of mountain urban traffic and square and construction method thereof |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6035584A (en) * | 1998-04-09 | 2000-03-14 | Barreto; Jaime A | Building system using replaceable insulated panels |
| CN201439645U (en) * | 2009-05-26 | 2010-04-21 | 故宫博物院 | Reinforcing device for tenon-mortise crossing node in middle of wood structure of antique building |
| CN202012138U (en) * | 2011-03-25 | 2011-10-19 | 扬州市天成建筑安装工程有限公司 | Column-beam connection cross energy consuming sleeve chuck |
| CN104790535B (en) * | 2015-04-23 | 2017-09-29 | 沈阳建筑大学 | A kind of timber buildings beam-column connection structure |
| CN106337504A (en) * | 2016-10-14 | 2017-01-18 | 天津大学 | Beam column node of assembling type wooden framework structure |
| CN208023722U (en) * | 2018-03-23 | 2018-10-30 | 柏林 | A kind of assembling structure of assembling type steel structure building |
-
2018
- 2018-03-23 CN CN201810242679.3A patent/CN108222262A/en not_active Withdrawn
- 2018-04-12 WO PCT/CN2018/082754 patent/WO2019178905A1/en active Application Filing
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109914599A (en) * | 2019-04-28 | 2019-06-21 | 柏林 | Connector in H profile steel building |
| CN110374197A (en) * | 2019-07-23 | 2019-10-25 | 丹阳市乐工钢结构有限公司 | A kind of assembling type steel structure construction set and assembly method |
| CN110552426A (en) * | 2019-10-12 | 2019-12-10 | 镇江天锦钢结构有限公司 | Building steel structure connecting piece |
| CN111593816A (en) * | 2020-06-09 | 2020-08-28 | 河南邦特威机电设备有限公司 | Steel construction building connects corner portion reinforced structure |
| CN111593816B (en) * | 2020-06-09 | 2021-11-30 | 上海沪江建筑工程有限公司 | Steel construction building connects corner portion reinforced structure |
| CN112144659A (en) * | 2020-09-27 | 2020-12-29 | 黑龙江建筑职业技术学院 | Assembled steel construction building main part connection structure |
| CN113235784A (en) * | 2020-11-24 | 2021-08-10 | 浙江斯泰新材料科技股份有限公司 | Connecting piece and connecting structure |
| CN112609828A (en) * | 2020-12-15 | 2021-04-06 | 澧县红似火新型建材有限责任公司 | Connection structure for steel frame building convenient to installation |
| CN113585460A (en) * | 2021-08-11 | 2021-11-02 | 青岛卡文迪轨道交通工程有限公司 | A antidetonation wind-resistant building steel construction for riveting bolt |
| CN113789857A (en) * | 2021-08-30 | 2021-12-14 | 阿博建材（昆山）有限公司 | Beam column connecting piece for light steel structure based on nut assembly |
| CN114575533A (en) * | 2022-03-09 | 2022-06-03 | 河南大学 | Modularized prefabricated assembled beam-column combined node adopting bolt connection |
| CN115369735A (en) * | 2022-07-14 | 2022-11-22 | 重庆大学 | Multi-layer steel-concrete frame bridge for co-construction of mountain urban traffic and square and construction method thereof |
| CN115341657A (en) * | 2022-08-16 | 2022-11-15 | 河北工业大学 | Steel frame heat insulation system and construction method |
| CN115341657B (en) * | 2022-08-16 | 2024-04-26 | 河北工业大学 | Steel frame heat preservation system and construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2019178905A1 (en) | 2019-09-26 |
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Application publication date: 20180629 |