CN106812337A - One kind building beam reinforcement steel construction and its making and installation method - Google Patents
One kind building beam reinforcement steel construction and its making and installation method Download PDFInfo
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- CN106812337A CN106812337A CN201710211873.0A CN201710211873A CN106812337A CN 106812337 A CN106812337 A CN 106812337A CN 201710211873 A CN201710211873 A CN 201710211873A CN 106812337 A CN106812337 A CN 106812337A
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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
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
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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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
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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
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
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Abstract
The invention provides one kind building beam reinforcement steel construction and its making and installation method, belong to steel attachment structure field.It solves the problems, such as existing steel construction low strength.This building beam reinforcement steel construction, including I-shaped steel longitudinal beam and I-shaped gooseneck, longeron includes web one and is vertically connected on the upper flange one and lower wing plate one of web both sides about, crossbeam includes web two and is vertically connected on the upper flange two and lower wing plate two of web both sides about two, upper flange one is identical with the thickness of upper flange two, also include connecting seat one and connecting seat two, connecting seat one and connecting seat two cooperate, and beam vertical is fixed on longeron side, make web two vertical with web one, upper flange biend is set to be offseted with the one side of upper flange one, and be welded and fixed, and upper flange aligns both sides both sides with upper flange about one respectively about two.This steel construction is coordinated using connecting seat one and connecting seat two, improves the bonding strength of longitudinal and cross beam, and making and installation method can improve installation effectiveness.
Description
Technical field
The invention belongs to steel attachment structure technical field, it is related to a kind of building beam reinforcement steel construction and its making and installation
Method.
Background technology
Two I-steel are vertically connected as crossbeam and longeron, is a kind of relatively conventional steel connection knot
Structure, and beam width is generally less than longeron width, in order to ensure that upper strata floor smooth can be fixed on beam body upside, therefore crossbeam and
Longeron upside needs welding smooth, and traditional method typically overlaps crossbeam and longeron using steel plate, but intensity can be subject to the steel that overlaps
Project rings so that connects and unstable, is easily broken the steel plate bending of connecting portion, it is therefore necessary to be improved.
The content of the invention
The purpose of the present invention is directed to the above-mentioned problems in the prior art, there is provided a kind of bonding strength is higher, and
Make and install and very easily build beam reinforcement steel construction and its making and installation method.
The purpose of the present invention can be realized by following technical proposal：One kind building beam reinforcement steel construction, including I-shaped
Steel longeron and I-shaped gooseneck, described longeron include web one and are vertically connected on the He of upper flange one of web both sides about
Lower wing plate one, crossbeam includes web two and is vertically connected on the upper flange two and lower wing plate two of web both sides about two, upper flange
One is identical with the thickness of upper flange two, it is characterised in that：Also include connecting seat one and connecting seat two, described connecting seat one and connection
Seat two cooperates, and beam vertical is fixed on longeron side, makes web two vertical with web one, make upper flange biend and
The one side of upper flange one offsets, and is welded and fixed, and upper flange aligns both sides both sides with upper flange about one respectively about two.
This steel construction is cooperated using connecting seat one and connecting seat two, to improve the bonding strength of longitudinal and cross beam.
In a kind of above-mentioned building beam reinforcement steel construction, described connecting seat one includes rectangular plate-like fixed plate, Gu
The laminating of fixed board trailing flank is fixed on the side of web one, and the upper and lower both sides broadside of fixed plate respectively with the bottom surface of upper flange one and lower wing plate
One top surface is offseted, and supporting plate, upper junction plate and the lower connecting plate of fixed plate leading flank are also respectively and vertically fixed at including inner side edge,
Supporting plate is parallel with the upper and lower both sides broadside of fixed plate, and upper junction plate and lower connecting plate are respectively perpendicular and are connected to supporting plate upper and lower two
Side, and supporting plate, upper junction plate and lower connecting plate are cross-linked to form decussate texture, described upper junction plate and lower connecting plate
Structure in a rectangular trapezoid, upper junction plate outer side edges have inclined plane shape joint face one, and upper junction plate top margin length is less than base
Length, web biend is the joint face two of inclined plane shape, and joint face one and the laminating of joint face two are welded and fixed, and upper flange two
End face offsets and welds with the one side of upper flange one, and lower wing plate biend offsets and weld with supporting plate outer side edges, and upper junction plate
Upper side edge and lower connecting plate lower side are respectively perpendicular and are welded on the bottom surface of upper flange one and the top surface of lower wing plate one, described connecting seat
Two is channel-section steel, and connecting seat two include two side plates being parallel to each other and respectively with side plate base plate connected vertically, base plate distinguishes
Fixed with upper junction plate and the patch merga pass fastener of web two, upside side plate is fitted simultaneously with upper flange one and upper flange two respectively
Fixed by fastener, downside side plate is fixed with supporting plate and the patch merga pass fastener of lower wing plate two respectively.
Crossbeam is engaged on longeron well using connecting seat one, and indirectly can be extended in longeron beam-end,
The top half of connecting seat one is connected with crossbeam, and reinforced using connecting seat two, therefore bonding strength can be improved, and utilize
Joint face one and joint face two coordinate, moreover it is possible to further improve support strength, can improve support in crossbeam end face vertical direction strong
Degree, and coordinate lower connecting plate to be reinforced, therefore bulk strength is higher.
In a kind of above-mentioned building beam reinforcement steel construction, described fixed plate and supporting plate are that T-steel one is cut
Formed, and upper junction plate and lower connecting plate be respectively perpendicular and be welded on the upper and lower both sides of supporting plate, at the same respectively with fixed plate vertical welding
Connect fixation.
Therefore make and install very convenient.
In a kind of above-mentioned building beam reinforcement steel construction, described both sides of lower wing plate two respectively with supporting plate both sides pair
Together, the both sides of web two are alignd with upper junction plate both sides respectively.
Therefore structure is more stablized.
In a kind of above-mentioned building beam reinforcement steel construction, described connecting seat one is identical with the shape of connecting seat two, even
Joint chair one includes upper junction plate one, lower connecting plate one, side connecting plate one and securing plate one, and described securing plate is divided both sides about one
Not with upper junction plate one and lower connecting plate one is vertical is connected, right side is vertical with side connecting plate one to be connected, and side connecting plate is about one
Both sides respectively with upper junction plate one and lower connecting plate one is vertical is connected, upper junction plate one and lower connecting plate one are parallel to each other, described
Connecting seat two include the upper junction plate two, lower connecting plate two, side connecting plate two and the securing plate two that are corresponding in turn to connecting seat one,
The lateral surface of side connecting plate one and the lateral surface of side connecting plate two are fitted with the side of web one and are fixed by fastener respectively, lower connection
The bottom surface of plate one and the top surface of upper junction plate two patch merga pass fastener are fixed, and the top surface of upper junction plate one and the bottom surface of lower connecting plate two are divided
Do not fixed with the bottom surface of upper flange one and the top surface of lower wing plate one patch merga pass fastener, the upper flange two of the described side of web two
Bottom surface and the bottom surface of lower wing plate two are fixed with the top surface of upper junction plate one and the top surface of upper junction plate two patch merga pass fastener respectively, institute
The side of securing plate one stated is fixed with the side of web two patch merga pass fastener, and the both sides of securing plate two and the both sides pair of web two
Together.
Web one, upper flange one, upper flange two and web two are attached using connecting seat one, will using connecting seat two
Web one, lower wing plate one and lower wing plate two are attached, therefore longitudinal and cross beam formation can be made to be stably connected with structure, and using company
Joint chair one can make crossbeam that extended structure is indirectly formed in longeron, and using the stabilization support connecting base one of connecting seat two, so that even
Joint chair two forms good supporting role to crossbeam, therefore bulk strength is higher, and also acts as good adding using securing plate two
Gu effect.
In a kind of above-mentioned building beam reinforcement steel construction, described connecting seat one and connecting seat two are that square is welded in end
The hollow square tube of shape steel plate is formed along the one cutting of steel plate incline direction, and connecting seat one and connecting seat two are with vertical steel plate center
The axis of position is centrosymmetric structure for axle.
Therefore make and install very convenient.
In a kind of above-mentioned building beam reinforcement steel construction, described both sides of lower wing plate two respectively with lower connecting plate one or two
Side is alignd, and lower wing plate biend and the one side of lower connecting plate one offset, and is welded and fixed.
Therefore structure is more stablized.
A kind of making for building beam reinforcement steel construction and installation method, it is characterised in that：Comprise the following steps：
Step one, by the equi-spaced apart cutting along its length of bar shaped T-steel, and cut surface is vertical with T-steel length direction,
And two blocks of orthogonal steel plates of T-steel are respectively fixed plate and supporting plate, and upper junction plate and lower connecting plate are respectively perpendicular
The upper and lower both sides of supporting plate are welded on, while being fixed with fixed plate vertical welding respectively, make supporting plate, upper junction plate and lower connecting plate
It is cross-linked to form decussate texture；
Step 2, takes connecting seat one, and fixed plate trailing flank patch merga pass fastener is fixed on into the side of web one, makes
The upper and lower both sides broadside of fixed plate offsets with the bottom surface of upper flange one and the top surface of lower wing plate one respectively, and make upper junction plate upper side edge and under
Connecting plate lower side is respectively perpendicular and is welded on the bottom surface of upper flange one and the top surface of lower wing plate one, is connected with longeron with completing connecting seat one
Connect；
Step 3, joint face one and the laminating of joint face two is welded and fixed, by upper flange biend and upper flange one on one side
Offset and weld, lower wing plate biend offsets and weld with supporting plate outer side edges, be connected with crossbeam with completing connecting seat one；
Step 4, takes connecting seat two, base plate is pasted into merga pass fastener with upper junction plate and web two respectively and is fixed,
Upside side plate is pasted into merga pass fastener with upper flange one and upper flange two respectively to fix, downside side plate respectively with supporting plate and
The patch merga pass fastener of lower wing plate two is fixed, to complete the connection of connecting seat two；
Step 5, repeat step two, step 3 and step 4, to fix another on the longeron of the symmetric position of web one
Crossbeam.
A kind of making for building beam reinforcement steel construction and installation method, it is characterised in that：Comprise the following steps：
Step one, the equi-spaced apart cutting along its length of the hollow square tube of bar shaped, and cut surface are hung down with square tube length direction
Directly, square tube one end closing welding rectangular steel plates afterwards after dicing, form shape identical along the one cutting of steel plate incline direction
Connecting seat one and connecting seat two, and connecting seat one and connecting seat two with the axis of vertical steel plate center be Zhou Cheng centers pair
Claim structure；
Step 2, takes connecting seat one and connecting seat two, by the bottom surface of lower connecting plate one and the top surface of upper junction plate two by tight
Firmware is pre-fixed, and the lateral surface of side connecting plate one and the lateral surface of side connecting plate two is alignd；
Step 3, the lateral surface of side connecting plate one and the lateral surface of side connecting plate two are fitted and passed through with the side of web one respectively
Fastener is fixed, and the top surface of upper junction plate one and the bottom surface of lower connecting plate two are pasted with the bottom surface of upper flange one and the top surface of lower wing plate one respectively
Merga pass fastener is fixed, so as to complete the installation of connecting seat one and connecting seat two and longeron；
Step 4, by the bottom surface of upper flange two of the side of web two and the bottom surface of lower wing plate two respectively with the top surface of upper junction plate one and
The top surface of upper junction plate two patch merga pass fastener is fixed, and the side of securing plate one and the side of web two are pasted into merga pass fastener
It is fixed, and ensure that the both sides of securing plate two are alignd with the both sides of web two, lower wing plate biend and the one side of lower connecting plate one are offseted, and
It is welded and fixed, so as to complete the installation of connecting seat one and connecting seat two and crossbeam；
Step 5, upper flange biend is offseted and welded with the one side of upper flange one；
Step 6, repeat step two, step 3, step 4 and step 5, with solid on the longeron of the symmetric position of web one
Fixed another crossbeam.
Compared with prior art, the invention has the advantages that：
This steel construction is cooperated using connecting seat one and connecting seat two, to improve the bonding strength of longitudinal and cross beam.
Brief description of the drawings
Fig. 1 is the connection diagram and decomposing schematic representation of this steel construction embodiment one.
Fig. 2 is the connecting seat side view diagram of embodiment one.
Fig. 3 is the connection diagram and decomposing schematic representation of this steel construction embodiment two.
Fig. 4 is the connecting seat one and the manufacturing process view of connecting seat two of embodiment two.
Dotted line is line of cut in Fig. 4.
In figure,
1st, longeron；11st, upper flange one；12nd, lower wing plate one；13rd, web one；
2nd, crossbeam；21st, upper flange two；22nd, lower wing plate two；23rd, web two；
3rd, connecting seat one；31st, fixed plate；32nd, supporting plate；33rd, upper junction plate；34th, lower connecting plate；35th, upper junction plate one；
36th, lower connecting plate one；37th, side connecting plate one；38th, securing plate one；
4th, connecting seat two；41st, base plate；42nd, side plate；43rd, upper junction plate two；44th, lower connecting plate two；45th, side connecting plate two；
46th, securing plate two.
Specific embodiment
The following is specific embodiment of the invention and with reference to accompanying drawing, technical scheme is further described,
But the present invention is not limited to these embodiments.
Embodiment one：
As depicted in figs. 1 and 2, a kind of building beam reinforcement steel construction of the present invention, including I-shaped steel longitudinal beam 1 and I-steel are horizontal
Beam 2, longeron 1 includes web 1 and is vertically connected on the upper flange 1 and lower wing plate 1 of web both sides about one 13, horizontal
Beam 2 includes web 2 23 and is vertically connected on the upper flange 2 21 and lower wing plate 2 22 of web both sides about 2 23, upper flange one
11 is identical with the thickness of upper flange 2 21, also including connecting seat 1 and connecting seat 24, connecting seat 1 and the phase interworking of connecting seat 24
Close, and crossbeam 2 is vertically fixed on the side of longeron 1, make web 2 23 vertical with web 1, make the end face of upper flange 2 21 with it is upper
The one side of wing plate 1 offsets, and is welded and fixed, and upper flange aligns both sides both sides with upper flange about one 11 respectively about 2 21.
Further, connecting seat 1 includes rectangular plate-like fixed plate 31, and the laminating of the trailing flank of fixed plate 31 is fixed on web one
13 sides, and fixed plate about 31 both sides broadside offseted with the bottom surface of upper flange 1 and the top surface of lower wing plate 1 respectively, also include
Inner side edge is respectively and vertically fixed at supporting plate 32, upper junction plate 33 and the lower connecting plate 34 of the leading flank of fixed plate 31, supporting plate 32
With fixed plate about 31 both sides broadside it is parallel, upper junction plate 33 and lower connecting plate 34 are respectively perpendicular and are connected to supporting plate two about 32
Side, and supporting plate 32, upper junction plate 33 and lower connecting plate 34 are cross-linked to form decussate texture, upper junction plate 33 and lower connection
The structure in a rectangular trapezoid of plate 34, the outer side edges of upper junction plate 33 have inclined plane shape joint face one, and the top margin length of upper junction plate 33
Less than base length, the end face of web 2 23 is the joint face two of inclined plane shape, and joint face one and the laminating of joint face two are welded and fixed,
And the end face of upper flange 2 21 offsets and weld with the one side of upper flange 1, the end face of lower wing plate 2 22 offsets with the outer side edges of supporting plate 32
And weld, and the upper side edge of upper junction plate 33 and the lower side of lower connecting plate 34 are respectively perpendicular and are welded on the bottom surface of upper flange 1 and bottom wing
On the top surface of plate 1, connecting seat 24 is channel-section steel, and connecting seat 24 include two side plates 42 being parallel to each other and respectively with side plate
42 base plates connected vertically 41, base plate 41 is fixed with upper junction plate 33 and the patch merga pass fastener of web 2 23 respectively, upside
Side plate 42 respectively with upper flange 1 and upper flange 2 21 patch merga pass fastener fix, downside side plate 42 respectively with supporting plate
32 and lower wing plate 2 22 patch merga pass fastener fix.Fixed plate 31 and supporting plate 32 are that T-steel one cutting is formed, and on
Connecting plate 33 and lower connecting plate 34 are respectively perpendicular and are welded on supporting plate about 32 both sides, at the same respectively with the vertical welding of fixed plate 31
It is fixed.The both sides of lower wing plate 2 22 are alignd with the both sides of supporting plate 32 respectively, the both sides of web 2 23 respectively with the both sides pair of upper junction plate 33
Together.
Crossbeam 2 is engaged on longeron 1 well using connecting seat 1, and the end of crossbeam 2 can be extended into longeron indirectly
In 1, the top half of connecting seat 1 is connected with crossbeam 2, and reinforced using connecting seat 24, therefore it is strong to improve connection
Degree, and coordinated using joint face one and joint face two, moreover it is possible to support strength is further improved, can be in the end face vertical direction of crossbeam 2
Support strength is improved, and coordinates lower connecting plate 34 to be reinforced, therefore bulk strength is higher.
A kind of making and installation method for building beam reinforcement steel construction, comprises the following steps：
Step one, by the equi-spaced apart cutting along its length of bar shaped T-steel, and cut surface is vertical with T-steel length direction,
And two blocks of orthogonal steel plates of T-steel are respectively fixed plate 31 and supporting plate 32, by upper junction plate 33 and lower connecting plate 34
It is respectively perpendicular and is welded on supporting plate about 32 both sides, while being fixed with the vertical welding of fixed plate 31 respectively, makes supporting plate 32, upper company
Fishplate bar 33 and lower connecting plate 34 are cross-linked to form decussate texture；
Step 2, takes connecting seat 1, and the trailing flank of fixed plate 31 patch merga pass fastener is fixed on into web 1
Side, make fixed plate about 31 both sides broadside offseted with the bottom surface of upper flange 1 and the top surface of lower wing plate 1 respectively, and make connection
The upper side edge of plate 33 and the lower side of lower connecting plate 34 are respectively perpendicular and are welded on the bottom surface of upper flange 1 and the top surface of lower wing plate 1, with
Connecting seat 1 is completed to be connected with longeron 1；
Step 3, joint face one and the laminating of joint face two is welded and fixed, by the end face of upper flange 2 21 and upper flange 1
While offseting and welding, the end face of lower wing plate 2 22 offsets and welds with the outer side edges of supporting plate 32, to complete connecting seat 1 and crossbeam
2 connections；
Step 4, takes connecting seat 24, and base plate 41 is fastened with upper junction plate 33 and the patch merga pass of web 2 23 respectively
Part is fixed, and upside side plate 42 is fixed with upper flange 1 and the patch merga pass fastener of upper flange 2 21 respectively, downside side plate
42 fix with supporting plate 32 and the patch merga pass fastener of lower wing plate 2 22 respectively, to complete the connection of connecting seat 24；
Step 5, repeat step two, step 3 and step 4, with fixed another on the longeron 1 of the symmetric position of web 1
A piece crossbeam 2.
Embodiment two：
The present embodiment is essentially identical with embodiment one, and difference is：
As shown in Figure 3 and Figure 4, connecting seat 1 is identical with the shape of connecting seat 24, and connecting seat 1 includes upper junction plate one
35th, lower connecting plate 1, side connecting plate 1 and securing plate 1, securing plate about one 38 both sides respectively with upper junction plate 1
Vertically connected with lower connecting plate 1, right side is vertical with side connecting plate 1 to be connected, and side connecting plate is distinguished both sides about one 37
With upper junction plate 1 and lower connecting plate 1 is vertical is connected, upper junction plate 1 and lower connecting plate 1 are parallel to each other, connection
Seat 24 includes the upper junction plate 2 43, lower connecting plate 2 44, side connecting plate 2 45 and the securing plate that are corresponding in turn to connecting seat 1
2 46, the lateral surface of side connecting plate 1 and the lateral surface of side connecting plate 2 45 paste merga pass fastener with the side of web 1 respectively
Fixed, the bottom surface of lower connecting plate 1 and the top surface of upper junction plate 2 43 patch merga pass fastener are fixed, the top surface of upper junction plate 1
Fixed with the bottom surface of upper flange 1 and the top surface of lower wing plate 1 patch merga pass fastener respectively with the bottom surface of lower connecting plate 2 44, abdomen
The bottom surface of upper flange 2 21 and the bottom surface of lower wing plate 2 22 of the side of plate 2 23 respectively with the top surface of upper junction plate 1 and upper junction plate two
43 top surfaces patch merga pass fastener is fixed, and the side of securing plate 1 is fixed with the side of web 2 23 patch merga pass fastener,
And the both sides of securing plate 2 46 are alignd with the both sides of web 2 23.
Further, connecting seat 1 and connecting seat 24 are the hollow square tube of end welding rectangular steel plates along steel plate inclination side
Formed to one cutting, and connecting seat 1 and connecting seat 24 are centrosymmetric knot by axle of the axis of vertical steel plate center
Structure.The both sides of lower wing plate 2 22 are alignd with the both sides of lower connecting plate 1 respectively, and the end face of lower wing plate 2 22 and lower connecting plate 1
While offseting, and it is welded and fixed.
Web 1, upper flange 1, upper flange 2 21 and web 2 23 are attached using connecting seat 1, are utilized
Be attached for web 1, lower wing plate 1 and lower wing plate 2 22 by connecting seat 24, therefore longeron 1 and crossbeam 2 can be made to be formed surely
Determine attachment structure, and can make crossbeam 2 that extended structure is indirectly formed in longeron 1 using connecting seat 1, and utilize connecting seat 24
Stabilization support connecting base 1, so that 24 pairs of crossbeams 2 of connecting seat form good supporting role, therefore bulk strength is higher, and
Good reinforcement effect is also acted as using securing plate 2 46.
A kind of making and installation method for building beam reinforcement steel construction, comprises the following steps：
Step one, the equi-spaced apart cutting along its length of the hollow square tube of bar shaped, and cut surface are hung down with square tube length direction
Directly, square tube one end closing welding rectangular steel plates afterwards after dicing, form shape identical along the one cutting of steel plate incline direction
Connecting seat 1 and connecting seat 24, and during connecting seat 1 and connecting seat 24 are in as axle with the axis of vertical steel plate center
Heart symmetrical structure；
Step 2, takes connecting seat 1 and connecting seat 24, by the bottom surface of lower connecting plate 1 and the top surface of upper junction plate 2 43
Pre-fixed by fastener, the lateral surface of side connecting plate 1 and the lateral surface of side connecting plate 2 45 is alignd；
Step 3, the lateral surface of side connecting plate 1 and the lateral surface of side connecting plate 2 45 are fitted with the side of web 1 respectively
And fixed by fastener, by the top surface of upper junction plate 1 and the bottom surface of lower connecting plate 2 44 respectively with the bottom surface of upper flange 1 and under
The top surface of wing plate 1 patch merga pass fastener is fixed, so as to complete the installation of connecting seat 1 and connecting seat 24 and longeron 1；
Step 4, by the bottom surface of upper flange 2 21 of the side of web 2 23 and the bottom surface of lower wing plate 2 22 respectively with upper junction plate one
35 top surfaces and the top surface of upper junction plate 2 43 patch merga pass fastener are fixed, and the side of securing plate 1 and the side of web 2 23 are pasted
Merga pass fastener is fixed, and ensures that the both sides of securing plate 2 46 are alignd with the both sides of web 2 23, by the end face of lower wing plate 2 22 and
The one side of lower connecting plate 1 offsets, and is welded and fixed, so as to complete the installation of connecting seat 1 and connecting seat 24 and crossbeam 2；
Step 5, the end face of upper flange 2 21 is offseted and welded with the one side of upper flange 1；
Step 6, repeat step two, step 3, step 4 and step 5, with the longeron 1 of the symmetric position of web 1
Fixed another crossbeam 2.
Specific embodiment described herein is only to the spiritual explanation for example of the present invention.Technology neck belonging to of the invention
The technical staff in domain can be made various modifications or supplement to described specific embodiment or be replaced using similar mode
Generation, but without departing from spirit of the invention or surmount scope defined in appended claims.
Although more having used longeron 1, upper flange 1, lower wing plate 1, web 1, crossbeam 2, upper flange herein
2 21, lower wing plate 2 22, web 2 23, connecting seat 1, fixed plate 31, supporting plate 32, upper junction plate 33, lower connecting plate 34, on
Connecting plate 1, lower connecting plate 1, side connecting plate 1, securing plate 1, connecting seat 24, base plate 41, side plate 42, upper company
The terms such as fishplate bar 2 43, lower connecting plate 2 44, side connecting plate 2 45, securing plate 2 46, but be not precluded from using other terms
Possibility.It is used for the purpose of more easily describing and explaining essence of the invention using these terms；It is construed as any
A kind of additional limitation is all disagreed with spirit of the present invention.
Claims (9)
1. it is a kind of to build beam reinforcement steel construction, including I-shaped steel longitudinal beam (1) and I-shaped gooseneck (2), described longeron (1) bag
Include web one (13) and be vertically connected on the upper flange one (11) and lower wing plate one (12) of web both sides upper and lower (13), crossbeam
(2) upper flange two (21) and lower wing plate two (22) of web both sides upper and lower two (23) are vertically connected on including web two (23) and,
Upper flange one (11) is identical with the thickness of upper flange two (21), it is characterised in that：Also include connecting seat one (3) and connecting seat two (4),
Described connecting seat one (3) and connecting seat two (4) cooperate, and crossbeam (2) is vertically fixed on longeron (1) side, make abdomen
Plate two (23) is vertical with web one (13), makes the end face of upper flange two (21) with upper flange one (11) while offseting, and be welded and fixed,
And upper flange aligns both sides both sides with upper flange upper and lower one (11) respectively upper and lower two (21).
2. one kind according to claim 1 builds beam reinforcement steel construction, it is characterised in that：Described connecting seat one (3)
Including rectangular plate-like fixed plate (31), the laminating of fixed plate (31) trailing flank is fixed on the side of web one (13), and fixed plate (31)
Upper and lower both sides broadside offsets with the bottom surface of upper flange one (11) and the top surface of lower wing plate one (12) respectively, is also respectively perpendicular including inner side edge
Be fixed on the supporting plate (32), upper junction plate (33) and lower connecting plate (34) of fixed plate (31) leading flank, supporting plate (32) with it is solid
Both sides broadside is parallel up and down for fixed board (31), and upper junction plate (33) and lower connecting plate (34) are respectively perpendicular and are connected in supporting plate (32)
Lower both sides, and supporting plate (32), upper junction plate (33) and lower connecting plate (34) are cross-linked to form decussate texture, described is upper
Connecting plate (33) and lower connecting plate (34) structure in a rectangular trapezoid, upper junction plate (33) outer side edges have inclined plane shape joint face
One, and upper junction plate (33) top margin length is less than base length, the end face of web two (23) is the joint face two of inclined plane shape, and is connected
Face one and the laminating of joint face two are welded and fixed, and the end face of upper flange two (21) with upper flange one (11) while offset and weld, under
The end face of wing plate two (22) offsets and welds with supporting plate (32) outer side edges, and upper junction plate (33) upper side edge and lower connecting plate (34)
Lower side is respectively perpendicular and is welded on the bottom surface of upper flange one (11) and the top surface of lower wing plate one (12), and described connecting seat two (4) is
Channel-section steel, and connecting seat two (4) including two side plates (42) being parallel to each other and respectively with side plate (42) base plate connected vertically
(41), base plate (41) is fixed with upper junction plate (33) and the patch merga pass fastener of web two (23) respectively, upside side plate (42)
Respectively with upper flange one (11) and upper flange two (21) patch merga pass fastener fix, downside side plate (42) respectively with supporting plate
(32) fixed with the patch merga pass fastener of lower wing plate two (22).
3. one kind according to claim 2 builds beam reinforcement steel construction, it is characterised in that：Described fixed plate (31) and
Supporting plate (32) is formed for T-steel one cutting, and upper junction plate (33) and lower connecting plate (34) are respectively perpendicular and are welded on support
The upper and lower both sides of plate (32), while being fixed with fixed plate (31) vertical welding respectively.
4. one kind according to claim 3 builds beam reinforcement steel construction, it is characterised in that：Described lower wing plate two (22)
Both sides are alignd with supporting plate (32) both sides respectively, and the both sides of web two (23) are alignd with upper junction plate (33) both sides respectively.
5. one kind according to claim 1 builds beam reinforcement steel construction, it is characterised in that：Described connecting seat one (3)
Identical with the shape of connecting seat two (4), connecting seat one (3) includes upper junction plate one (35), lower connecting plate one (36), side connecting plate one
(37) and securing plate one (38), described securing plate upper and lower one (38) both sides respectively with upper junction plate one (35) and lower connecting plate one
(36) vertical connection, right side is vertical with side connecting plate one (37) to be connected, and side connecting plate upper and lower one (37) both sides respectively with upper company
Fishplate bar one (35) and lower connecting plate one (36) are vertically connected, and upper junction plate one (35) and lower connecting plate one (36) are parallel to each other, institute
The connecting seat two (4) stated including be corresponding in turn to connecting seat one (3) upper junction plate two (43), lower connecting plate two (44), side connect
Fishplate bar two (45) and securing plate two (46), the lateral surface of side connecting plate one (37) and the lateral surface of side connecting plate two (45) respectively with web
One (13) side patch merga pass fastener is fixed, and the bottom surface of lower connecting plate one (36) and the top surface of upper junction plate two (43) are fitted and led to
Fastener is crossed to fix, the top surface of upper junction plate one (35) and the bottom surface of lower connecting plate two (44) respectively with the bottom surface of upper flange one (11) and under
The top surface of wing plate one (12) patch merga pass fastener is fixed, the bottom surface of upper flange two (21) of the described side of web two (23) and under
The bottom surface of wing plate two (22) is consolidated with the top surface of upper junction plate one (35) and the top surface of upper junction plate two (43) patch merga pass fastener respectively
Fixed, the described side of securing plate one (38) is fixed with the side of web two (23) patch merga pass fastener, and securing plate two (46)
Alignd with the both sides of web two (23) both sides.
6. one kind according to claim 5 builds beam reinforcement steel construction, it is characterised in that：Described connecting seat one (3)
With connecting seat two (4) for the hollow square tube of end welding rectangular steel plates is formed along the one cutting of steel plate incline direction, and connecting seat
One (3) and connecting seat two (4) be centrosymmetric structure by axle of the axis of vertical steel plate center.
7. one kind according to claim 6 builds beam reinforcement steel construction, it is characterised in that：Described lower wing plate two (22)
Both sides are alignd with the both sides of lower connecting plate one (36) respectively, and the end face of lower wing plate two (22) and lower connecting plate one (36) are while offset,
And be welded and fixed.
8. a kind of making for building beam reinforcement steel construction and installation method for described in claim 4, it is characterised in that：Bag
Include following steps：
Step one, by the equi-spaced apart cutting along its length of bar shaped T-steel, and cut surface is vertical with T-steel length direction, and T
Two blocks of orthogonal steel plates of shaped steel are respectively fixed plate (31) and supporting plate (32), by upper junction plate (33) and lower connecting plate
(34) it is respectively perpendicular and is welded on supporting plate (32) both sides up and down, while being fixed with fixed plate (31) vertical welding respectively, makes support
Plate (32), upper junction plate (33) and lower connecting plate (34) are cross-linked to form decussate texture；
Step 2, takes connecting seat one (3), and fixed plate (31) trailing flank patch merga pass fastener is fixed on into web one (13)
Side, both sides broadside offsets with the bottom surface of upper flange one (11) and the top surface of lower wing plate one (12) respectively up and down to make fixed plate (31), and
Upper junction plate (33) upper side edge and lower connecting plate (34) lower side is set to be respectively perpendicular and be welded on the bottom surface of upper flange one (11) and bottom wing
On the top surface of plate one (12), it is connected with longeron (1) with completing connecting seat one (3)；
Step 3, joint face one and the laminating of joint face two is welded and fixed, by the end face of upper flange two (21) and upper flange one (11)
While offseting and welding, the end face of lower wing plate two (22) offsets and welds with supporting plate (32) outer side edges, to complete connecting seat one (3)
It is connected with crossbeam (2)；
Step 4, takes connecting seat two (4), and base plate (41) is pasted into merga pass with upper junction plate (33) and web two (23) respectively
Fastener is fixed, and upside side plate (42) is consolidated with upper flange one (11) and the patch merga pass fastener of upper flange two (21) respectively
Fixed, downside side plate (42) is fixed with supporting plate (32) and the patch merga pass fastener of lower wing plate two (22) respectively, to complete connection
Seat two (4) is connected；
Step 5, repeat step two, step 3 and step 4, with fixed another on the longeron (1) of the symmetric position of web one (13)
A piece crossbeam (2).
9. a kind of making for building beam reinforcement steel construction and installation method for described in claim 7, it is characterised in that：Bag
Include following steps：
Step one, by the equi-spaced apart cutting along its length of the hollow square tube of bar shaped, and cut surface is vertical with square tube length direction, it
Square tube one end closing welding rectangular steel plates after dicing, form shape identical and connect along the one cutting of steel plate incline direction afterwards
Seat one (3) and connecting seat two (4), and connecting seat one (3) and connecting seat two (4) be in by axle of the axis of vertical steel plate center
Centrosymmetric structure；
Step 2, takes connecting seat one (3) and connecting seat two (4), by the bottom surface of lower connecting plate one (36) and upper junction plate two (43)
Top surface is pre-fixed by fastener, the lateral surface of side connecting plate one (37) and the lateral surface of side connecting plate two (45) is alignd；
Step 3, the lateral surface of side connecting plate one (37) and the lateral surface of side connecting plate two (45) are pasted with the side of web one (13) respectively
Merga pass fastener is fixed, by the top surface of upper junction plate one (35) and the bottom surface of lower connecting plate two (44) respectively with upper flange one (11)
Bottom surface and the top surface of lower wing plate one (12) patch merga pass fastener are fixed, thus complete connecting seat one (3) and connecting seat two (4) and
The installation of longeron (1)；
Step 4, by the bottom surface of upper flange two (21) of the side of web two (23) and the bottom surface of lower wing plate two (22) respectively with upper junction plate
One (35) top surface and the top surface of upper junction plate two (43) patch merga pass fastener are fixed, by the side of securing plate one (38) and web two
(23) patch merga pass fastener in side is fixed, and ensures that the both sides of securing plate two (46) are alignd with the both sides of web two (23), by under
The end face of wing plate two (22) and lower connecting plate one (36) while offset, and be welded and fixed, so as to complete connecting seat one (3) and connecting seat
Two (4) with the installation of crossbeam (2)；
Step 5, by the end face of upper flange two (21) with upper flange one (11) while offseting and welding；
Step 6, repeat step two, step 3, step 4 and step 5, with the longeron (1) of the symmetric position of web one (13)
Fixed another crossbeam (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710211873.0A CN106812337A (en) | 2017-04-01 | 2017-04-01 | One kind building beam reinforcement steel construction and its making and installation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710211873.0A CN106812337A (en) | 2017-04-01 | 2017-04-01 | One kind building beam reinforcement steel construction and its making and installation method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106812337A true CN106812337A (en) | 2017-06-09 |
Family
ID=59115764
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710211873.0A Withdrawn CN106812337A (en) | 2017-04-01 | 2017-04-01 | One kind building beam reinforcement steel construction and its making and installation method |
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| Country | Link |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111980217A (en) * | 2020-08-04 | 2020-11-24 | 萧云建设股份有限公司 | Laminated concrete member and construction method thereof |
-
2017
- 2017-04-01 CN CN201710211873.0A patent/CN106812337A/en not_active Withdrawn
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111980217A (en) * | 2020-08-04 | 2020-11-24 | 萧云建设股份有限公司 | Laminated concrete member and construction method thereof |
| CN111980217B (en) * | 2020-08-04 | 2021-11-05 | 萧云建设股份有限公司 | Laminated concrete member and construction method thereof |
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Application publication date: 20170609 |
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