CN110185181A - A kind of assemble method of steel bar girder end template connection component and truss floor support plate - Google Patents
A kind of assemble method of steel bar girder end template connection component and truss floor support plate Download PDFInfo
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- CN110185181A CN110185181A CN201910585477.3A CN201910585477A CN110185181A CN 110185181 A CN110185181 A CN 110185181A CN 201910585477 A CN201910585477 A CN 201910585477A CN 110185181 A CN110185181 A CN 110185181A
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- Prior art keywords
- end template
- hole
- connection component
- steel bar
- main body
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 64
- 239000010959 steel Substances 0.000 title claims abstract description 64
- 238000000034 method Methods 0.000 title claims abstract description 17
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 69
- 239000000463 material Substances 0.000 claims abstract description 7
- 238000003466 welding Methods 0.000 claims description 22
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 claims 1
- 238000004519 manufacturing process Methods 0.000 abstract description 5
- 238000009434 installation Methods 0.000 abstract description 2
- 210000003205 muscle Anatomy 0.000 description 7
- 238000010586 diagram Methods 0.000 description 5
- 239000002184 metal Substances 0.000 description 4
- 230000008569 process Effects 0.000 description 4
- 238000010146 3D printing Methods 0.000 description 3
- 238000000354 decomposition reaction Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 239000011347 resin Substances 0.000 description 3
- 229920005989 resin Polymers 0.000 description 3
- 230000005540 biological transmission Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000004080 punching Methods 0.000 description 2
- 239000000243 solution Substances 0.000 description 2
- 206010054949 Metaplasia Diseases 0.000 description 1
- -1 and wooden Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000001066 destructive effect Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000001746 injection moulding Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 230000015689 metaplastic ossification Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/0627—Three-dimensional reinforcements composed of a prefabricated reinforcing mat combined with reinforcing elements protruding out of the plane of the mat
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/18—Spacers of metal or substantially of metal
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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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention relates to building engineering equipment Material Fields, and in particular to the assemble method of a kind of steel bar girder end template connection component and truss floor support plate.The steel bar girder end template connection component, including main body and fixing piece, the upper surface of the main body, which is extended, multiple ear pieces, is provided with first through hole on the ear piece, the first through hole is provided with reinforcing bar cross bar, on the reinforcing bar cross bar welded truss；The second through-hole is additionally provided with the main body；End template is removably connect with the main body by the fixing piece by the second through-hole.Steel bar girder end template connection component provided by the invention is connected connection component with steel bar girder main body using reinforcing bar cross bar, has not only been facilitated the connection of connection component and truss main body but also can further have been strengthened the main structure of truss.On the other hand, the structure of connection component of the invention can be operated continuously preferably by the way of butt-joint and be more advantageous to industrialized production, reduce installation procedure, improve production efficiency.
Description
Technical field
The present invention relates to building engineering equipment Material Fields, and in particular to a kind of steel bar girder end template connection component and purlin
The assemble method of frame floor support plate.
Background technique
Steel bar truss floor support plate is widely used in office building, residential building, steel-structure factory building, cement garage, terminal, train
It the steel buildings such as stands, concrete construction, assembled architecture.Steel bar girder includes truss main body and end template, and truss is fixed on
On end template, truss generally comprises a pair of of lower edge reinforcing bar and one and winds up reinforcing bar, and the two forms class triangular prism knot by connection reinforcing bar
Structure.
End template is fixed on truss by welding manner in the prior art, and this connection type of end template and truss is made
Difficult at the subsequent dismounting of end template, destructive remove of end template causes end template to be unable to use repeatly, while also also being broken
Bad whole or local concrete.With regard to developing the connection structure of truss and end template in the prior art in this problem.But current
Truss connection structure is complicated, and fixed form is complicated, needs that connector is fixed on end template first, then again by purlin more
Frame reinforcing bar is fixed in bindiny mechanism, is needed by fixation twice or above, and fixed form is complicated, is unfavorable for industrial metaplasia
It produces.
Summary of the invention
It is an object of the invention to overcome the problems of the prior art, a kind of steel bar girder end template connection group is provided
Part, this connecting component structure is simple, and installation process does not need additional process simply.
It is a further object of the invention to provide a kind of steel bar truss floor support plates containing above-mentioned connection component.
It is a further object of the invention to provide the assemble methods of above-mentioned steel bar truss floor support plate.
The purpose of the present invention is achieved by the following technical programs:
The upper surface of a kind of steel bar girder end template connection component, including module body and fixing piece, the module body extends
Multiple ear pieces are provided with, are provided with first through hole on the ear piece, the first through hole is provided with reinforcing bar cross bar, the steel
In muscle cross bar welded truss main body；The second through-hole is additionally provided with the module body；The fixing piece will by the second through-hole
End template is removably connect with the module body.
Connection component provided by the invention includes module body and fixing piece, and module body is generally cube block structure,
The module body upper surface of cube block structure upwardly extends, and preferred vertical upwardly extends to form ear piece.It is put down side by side in module body
Multiple ear pieces are arranged in row, are spaced setting between multiple ear pieces, between interval can at least accommodate the lower edge reinforcing bar of truss main body.
First through hole is both provided on multiple ear pieces, cuttage has reinforcing bar cross bar in first through hole, and the length of reinforcing bar cross bar is greater than or waits
In the length of module body.The second through-hole is additionally provided in module body, the second through-hole penetrates through the upper following table of cube block structure
Face.The main purpose of second through-hole setting is to connect end template by fixing piece.The module body of above-mentioned connection component,
First through hole on ear piece and ear piece, the second through-hole in module body be all it is integrally formed, can be using 3D printing
Mode or by way of injection molding.
Connection component is to be fixed together end template and steel bar girder main body by fixing piece.The present invention can be with
Using the implementation of a variety of fixing pieces.This provides two kinds of implementations and is illustrated again.
Preferably, the fixing piece includes nuts and bolt, the nut be embedded in second through-hole and with the master
Body is fastenedly connected；The bolt-through end template is connect with the nut.
Fixing piece is mainly by the way of nuts and bolt in the first implementation.Nut is embedded into the second through-hole
Interior, the shape of the second through-hole will match with the shape of nut in this implementation.For example, existing nut is mostly six
Prismatic, then the second through-hole is also configured as hexagon, and the size outline of the second through-hole is less than the size of nut, nut
It can tightly be stuck in the second through-hole, nut will not move.Or second through-hole be set as different logical in upper and lower aperture
The upper aperture in hole, through-hole is identical as the outer diameter of nut, and the lower aperture of through-hole is identical as the aperture of the screw hole of nut, is arranged such more
Be conducive to the fixation of nut.
When fixed, several holes are run through first on end template, bolt is passed through into end template and is attached with nut.With stubborn
End template can be fixed in module body by tight bolt.When needing to reuse, unscrewing nut can be realized pair
The dismounting of end template.Certainly bolt described here is the bolt with spacing head.
Preferably, the implementation of another fixing piece includes I-shaped part, the I-shaped part include both ends gag lever post and
The connecting rod of two gag lever posts is connected, the connecting rod runs through second through-hole, and two gag lever posts are located at second through-hole
Two sides；The fixing piece further includes wedge piece, when end template is fixed in module body by I-shaped part, the wedge piece
Between end template and the gag lever post of lower end.
It is with the implementation difference of the first fixing piece by the nut of the first implementation, is bolted and is changed to
With the connection type of I-shaped part and wedge piece.The gag lever post at the both ends of I-shaped part is at the two sides of the second through-hole, fixation or first
It is first punched on end template, the connecting rod of I-shaped part is transmitted through end template.In this way, end template is just connected to module body by I-shaped part
It is upper.For more stable connection, a wedge piece is increased between end template and the lower limit bar of I-shaped part, to protect
Demonstrate,prove the stabilization of end template.
In order to which second of implementation is better achieved, it is preferable that the wedge piece is provided with gap slot, when end template is logical
When crossing I-shaped part and being fixed in module body, the connecting rod of the I-shaped part is located in the gap slot.
One gap slot is set on wedge piece, after wedge piece snaps between end template and lower limit bar, connection
Bar can enter in gap slot.Wedge part can be allowed to be embedded between end template and lower limit bar deeper into ground, prevent from using
Wedge piece is fallen in journey.A wedge piece generally shape tiltedly split, when use by the tip tiltedly split be initially inserted into end template and
Between lower limit bar, it then will tiltedly be split and beaten completely between end template and lower limit bar with tool.
In order to preferably use I-shaped part connection type, further improvement can have been done to the second limit hole.Described
The edge of two through-holes is provided with extension through-hole, and the gag lever post of the I-shaped part can be from the position of through-hole be extended through described logical
Hole.
Extend through-hole in the second limit bore edges setting, elongated hole is mainly using the edge for being symmetrically distributed in limit hole.It is right
The distance between two elongated holes claimed are identical as the length of the gag lever post of I-shaped part, and the width of elongated hole is also greater than or is equal to
The width of gag lever post.In this way, gag lever post can pass through the second through-hole from the position of elongated hole.In use, by I-shaped part from spy
Fixed position passes through the second through-hole, then rotates I-shaped part, so that it may guarantee that I-shaped part will not fall off out of second through-hole.It needs
When removing end template, wedge piece is removed between end template and lower limit bar using tool, then rotating I-shaped part can be from
It takes out to remove end template in second through-hole.
Preferably, the module body is resin material, cemented carbide material.
Above-mentioned connection component is suitble to the fixation of the end template of various materials, and wooden, steel plate etc. can be used.
It is provided based on above-mentioned connection component and triangle steel bar girder a kind of comprising the steel bar girder end template connection component
Steel bar truss floor support plate, the steel bar truss floor support plate includes steel bar girder main body, end template, and the truss main body passes through institute
Connection component is stated to connect with the end template.
Preferably, the truss main body is triangular truss structure, including the reinforcing bar that winds up disposed in parallel, two lower edges
Reinforcing bar, described wind up are provided with wavy web member reinforcing bar between reinforcing bar and lower edge reinforcing bar.
Preferably, described two in interval of described two lower edge steel-bar arrangements between multiple ear pieces of connection component
Lower edge reinforcing bar is mutually welded with reinforcing bar cross bar.
The reinforcing bar cross bar of connection component is welded on lower edge reinforcing bar, is on the one hand played and is connected connection component and truss main body
It connects, on the other hand truss main body can also further be reinforced.
A kind of assemble method of reinforcing bar purlin floor support plate, comprising the following steps: reinforcing bar cross bar cuttage is entered the company by S1.
In the first through hole of connected components；S2. end template is connect by fixing piece with module body；S3. by the cathode of welding machine and reinforcing bar
Cross bar connects, and the anode of welding machine is connected with steel bar girder；S4. so that steel bar girder is in contact with reinforcing bar cross bar and complete welding.
It is connect in the prior art frequently with metal end template with steel bar girder.The interconnection technique of use is mainly butt-joint skill
The cathode of welding machine is connected by art with metal end template, and welding machine anode is connect with steel bar girder main body.Using transmission device by bed die
Plate is transmitted to the lower section of steel bar girder, then steel bar girder main body lands to contact with end template using lifting device and completes butt-joint
Operation.The assembling process that floor support plate of the invention can be completed using this existing equipment, is not needed other equipment, should not yet
Manually connection component is singly fixedly installed in truss main body.
After connection component and end template are connected, by the metal on the cathode of welding machine and end template or connection component
Position connects, and the anode of welding machine is connect with steel bar girder main body, is transmitted the end template with connection component using transmission device
To below truss main body, landing truss main body completes butt-joint.Realize the continuous operation that connection component is connected with end template.It is not required to
Each connection component to be connect respectively with end template, then again connect each connection component with steel bar girder main body respectively.
Therefore the assemble method of this method is more succinctly more advantageous to industrialized production.
The present invention has following technical effect that compared with prior art
Steel bar girder end template connection component provided by the invention is connected connection component and steel bar girder main body using reinforcing bar cross bar
It connects, not only facilitated the connection of connection component and truss main body but also can further strengthen the main structure of truss.On the other hand,
The structure of connection component of the invention can be operated continuously preferably by the way of butt-joint and be more advantageous to industrialized production, be reduced
Installation procedure improves production efficiency.
Detailed description of the invention
A kind of bottom view of the decomposition diagram of embodiment of connection component Fig. 1 of the invention；
A kind of top view of the decomposition diagram of embodiment of connection component Fig. 2 of the invention；
A kind of lateral plan of embodiment of truss floor support plate Fig. 3 of the invention；
The decomposition diagram of another middle embodiment of connection component Fig. 4 of the invention；
The lateral plan of the another embodiment of truss floor support plate Fig. 5 of the invention；
The positive direction view of truss floor support plate Fig. 6 of the invention；And
Truss floor support plate welding process schematic diagram Fig. 7 of the invention.
Specific embodiment
It to make the object, technical solutions and advantages of the present invention clearer, combined with specific embodiments below will be right with attached drawing
Technical solution of the present invention is described in detail.Obviously, described embodiments are only a part of the embodiments of the present invention, and
The embodiment being not all of.Based on the embodiments of the present invention, those of ordinary skill in the art are not making creative work
Under the premise of obtained all other embodiment, belong to the range protected of the present invention.
Embodiment 1
As shown in Figures 1 to 3, a kind of steel bar girder end template connection component, 1 He of hard resin module body including cubic block shape
Fixing piece 2, the upper surface of the module body 1 of the cubic block shape, which extends vertically upwards, is provided with multiple ear pieces 11, the multiple
Ear piece 11 is arranged side by side and is arranged in parallel, and is provided with first through hole 12 on the ear piece 11, the first through hole 12 is provided with steel
Muscle cross bar 3, on 3 welded truss 4 of reinforcing bar cross bar；The second through-hole 13 is additionally provided with the module body 1；The fixing piece
2 are removably connect end template 5 by the second through-hole 13 with the main body 1.The module body 1 and ear piece 11 of cubic block shape be
It is integrally formed by 3D printing, then punching forms first through hole 12 and the second through-hole 13 in ear piece 11 and main body again.Simultaneously
The upper surface of main body 1 is provided with multiple grooves 14, then the second through-hole 13 is the bottom that groove 14 is arranged in.
Further, the fixing piece 2 includes nut 21 and bolt 22, the nut 21 be embedded in second through-hole 13 and
It is fastenedly connected with the main body 1；The bolt 22 is connect through end template 5 with the nut 21.
As shown in Fig. 3,6, a kind of steel bar truss floor support plate comprising the steel bar girder end template connection component, the steel
Muscle truss floor support plate includes steel bar girder main body 4, end template 5, and the truss main body 4 passes through the connection component and the bed die
Plate 5 connects, and end template uses metal end template.
Further, the truss main body is triangular truss structure, including one disposed in parallel is winded up under reinforcing bar 41, two
String reinforcing bar 42, described wind up are provided with wavy web member reinforcing bar 43 between reinforcing bar 41 and lower edge reinforcing bar 42.
Further, described two lower edge reinforcing bars 42 are arranged in the interval between multiple ear pieces 11 of connection component, described
Two lower edge reinforcing bars 42 are welded with 3 phase of reinforcing bar cross bar.
The assemble method of above-mentioned reinforcing bar purlin floor support plate, comprising the following steps: 3 cuttage of reinforcing bar cross bar is entered the connection by S1.
In the first through hole 12 of component；S2. end template 5 is connect by fixing piece 2 with module body 1；S3. by the cathode of welding machine and steel
Muscle cross bar 3 connects, and the anode of welding machine is connected with steel bar girder；S4. so that steel bar girder is in contact with reinforcing bar cross bar and complete welding.
In use, nut 21 is embedded in the second through-hole 13.14 one side of groove of body upper surface facilitates nut 21
It is put into, another side is also that bolt 22 moves upwards and leaves space.Then it is punched on end template 4, passes through bed die with bolt 22
Plate 4 is that the nut in the second through-hole 13 connects, and tightens bolt 22 and end template 4 has been fixed in module body 1.Again steel
Muscle cross bar 3 is punctured into first through hole 12.As shown in fig. 7, the cathode of welding machine is connected with end template, the anode and truss of welding machine
Main body 4 connects.End template is transmitted to the lower section of truss main body 4 using conveying device, then declines truss main body 4 and end template
Butt-joint is completed in contact, and reinforcing bar cross bar 3 has been welded on lower edge reinforcing bar 42.
Embodiment 2
As shown in Figure 4,5, a kind of steel bar girder end template connection component, 1 He of hard resin module body including cubic block shape
Fixing piece 2, the upper surface of the main body 1 of the cubic block shape, which extends vertically upwards, is provided with multiple ear pieces 11, the multiple ear piece
11 side by side and be arranged in parallel, be provided with first through hole 12 on the ear piece 11, through the first through hole 12 be provided with reinforcing bar cross
Bar 3, on 3 welded truss 4 of reinforcing bar cross bar；The second through-hole 13 is additionally provided with the module body 1；The fixing piece 2 is logical
It crosses the second through-hole 13 and removably connect end template 5 with the module body 1.The module body 1 and ear piece 11 of cubic block shape
Be it is integrally formed by 3D printing, then punching forms first through hole 12 and the second through-hole 13 in ear piece 11 and main body again.Together
When the upper surface of module body 1 be provided with multiple groove 14(be not shown in the figure), then the second through-hole 13 is arranged in groove
14 bottom.
Further, the fixing piece 2 includes I-shaped part 23, and the I-shaped part 23 includes gag lever post 231 and the connection at both ends
The connecting rod 232 of two gag lever posts 231, the connecting rod 232 run through second through-hole 13, and two gag lever posts 231 are located at institute
State the two sides of the second through-hole 13；The fixing piece 2 further includes wedge piece 24, when end template 5 is fixed on main body 1 by I-shaped part 23
When upper, the wedge piece 24 is located between end template 5 and the gag lever post 231 of lower end.
Further, the wedge piece 24 is provided with gap slot 241, when end template 5 is fixed on component master by I-shaped part 23
When on body 1, the connecting rod 232 of the I-shaped part 23 is located in the gap slot 241.
Further, the edge of second through-hole 13, which is provided with, extends through-hole 131, the gag lever post of the I-shaped part 23
231 can run through the through-hole 13 from the position for extending through-hole 131.
As shown in Figure 5,6, a kind of steel bar truss floor support plate comprising the steel bar girder end template connection component, the steel
Muscle truss floor support plate includes steel bar girder main body 4, end template 5, and the truss main body 4 passes through the connection component and the bed die
Plate 5 connects.
Further, the truss main body is triangular truss structure, including one disposed in parallel is winded up under reinforcing bar 41, two
String reinforcing bar 42, described wind up are provided with wavy web member reinforcing bar 43 between reinforcing bar 41 and lower edge reinforcing bar 42.
Further, described two lower edge reinforcing bars 42 are arranged in the interval between multiple ear pieces 11 of connection component, described
Two lower edge reinforcing bars 42 are welded with 3 phase of reinforcing bar cross bar.
A kind of assemble method of reinforcing bar purlin floor support plate, comprising the following steps: S1. enters 3 cuttage of reinforcing bar cross bar described
In the first through hole 12 of connection component；S2. end template 5 is connect by fixing piece 2 with main body 1；S3. by the cathode of welding machine and steel
Muscle cross bar 3 connects, and the anode of welding machine is connected with steel bar girder；S4. so that steel bar girder is in contact with reinforcing bar cross bar and complete welding.
In use, being punched on end template 4, I-shaped part 23 is passed through into end template 4, then adjusts the direction of I-shaped part 23,
Be upper end gag lever post 231 pass through the second limit hole 13, then rotating I-shaped part 23 again makes I-shaped part 23 hang over the second through-hole 13
It is interior.Then wedge piece 24 is embedded between the limit cross bar 231 of lower end and end template 4.Wedge piece 4 is one and tiltedly splits, and makes
The tip position tiltedly split is initially inserted between end template 4 and limit cross bar 231 by the used time, then will tiltedly be split with tool completely embedding
Enter.The bevel phase tiltedly split is provided with gap slot 241, when tiltedly split be embedded into end template and limit cross bar between when, connecting rod 232 block
Enter in gap slot 241, play and further stablize fixed effect, prevents from splitting in use process because of vibrating inclined and fall.Finally again
Reinforcing bar cross bar 3 is punctured into first through hole 12.As shown in fig. 7, the cathode of welding machine is connected with end template, the anode of welding machine and purlin
Frame body 4 connects.End template is transmitted to the lower section of truss main body 4 using conveying device, then declines truss main body 4 and bed die
Butt-joint is completed in plate contact, and reinforcing bar cross bar 3 has been welded on lower edge reinforcing bar 42.
Device involved in the disclosure, device, equipment, system block diagram only as illustrative example and being not intended to
It is required that or hint must be attached in such a way that box illustrates, arrange, configure.As those skilled in the art will appreciate that
, it can be connected by any way, arrange, configure these devices, device, equipment, system.Such as "include", "comprise", " tool
" etc. word be open vocabulary, refer to " including but not limited to ", and can be used interchangeably with it.Vocabulary used herein above
"or" and "and" refer to vocabulary "and/or", and can be used interchangeably with it, unless it is not such that context, which is explicitly indicated,.Here made
Vocabulary " such as " refers to phrase " such as, but not limited to ", and can be used interchangeably with it.
In addition, as used herein, the "or" instruction separation used in the enumerating of the item started with "at least one"
It enumerates, such as enumerating for " at least one of A, B or C " means A or B or C or AB or AC or BC or ABC(i.e. A and B and C).
In addition, wording " exemplary " does not mean that the example of description is preferred or more preferable than other examples.
The above description of disclosed aspect is provided so that any person skilled in the art can make or use this
It is open.Various modifications in terms of these are readily apparent to those skilled in the art, and are defined herein
General Principle can be applied to other aspect without departing from the scope of the present disclosure.Therefore, the disclosure is not intended to be limited to
Aspect shown in this, but according to principle disclosed herein and the consistent widest range of novel feature.
Above description is had been presented for for purposes of illustration and description.In addition, this description is not intended to the reality of the disclosure
It applies example and is restricted to form disclosed herein.Although already discussed above multiple exemplary aspects and embodiment, this field skill
Its certain modifications, modification, change, addition and sub-portfolio will be recognized in art personnel.
Claims (10)
1. a kind of steel bar girder end template connection component, which is characterized in that including module body (1) and fixing piece (2), described group
The upper surface of part main body (1), which is extended, to be had multiple ear pieces (11), is provided with first through hole (12) on the ear piece (11), is run through
The first through hole (12) is provided with reinforcing bar cross bar (3), and the reinforcing bar cross bar (3) is welded on truss main body (4)；The component
Main body (1) is additionally provided with the second through-hole (13)；The fixing piece (2) by the second through-hole (13) by end template (5) removably
It is connect with the module body (1).
2. steel bar girder end template connection component according to claim 1, which is characterized in that the fixing piece (2) includes spiral shell
Female (21) and bolt (22), the nut (21) are embedded in second through-hole (13) and are fastenedly connected with the main body (1)；Institute
Bolt (22) are stated to connect through end template (5) with the nut (21).
3. steel bar girder end template connection component according to claim 1, which is characterized in that the fixing piece (2) includes work
Word part (23), the I-shaped part (23) include the gag lever post (231) at both ends and the connecting rod for connecting two gag lever posts (231)
(232), the connecting rod (232) runs through second through-hole (13), and two gag lever posts (231) are located at second through-hole (13)
Two sides；The fixing piece (2) further includes wedge piece (24), when end template (5) are fixed on module body by I-shaped part (23)
(1) when on, the wedge piece (24) is located between end template (5) and the gag lever post (231) of lower end.
4. steel bar girder end template connection component according to claim 3, which is characterized in that the wedge piece (24) is provided with
Gap slot (241), when end template (5) are fixed on module body (1) by I-shaped part (23), the company of the I-shaped part (23)
Extension bar (232) is located in the gap slot (241).
5. steel bar girder end template connection component according to claim 3, which is characterized in that the side of second through-hole (13)
It is provided at edge and extends through-hole (131), the gag lever post (231) of the I-shaped part (23) can be from the position for extending through-hole (131)
Through the through-hole (13).
6. steel bar girder end template connection component according to claim 1, which is characterized in that the module body (1) is tree
Rouge material, cemented carbide material.
7. a kind of steel bar truss floor support plate comprising any one of claim 1 to the 6 steel bar girder end template connection component,
It is characterized in that, the steel bar truss floor support plate includes steel bar girder main body (4), end template (5), and the truss main body (4) passes through
The connection component is connect with the end template (5).
8. steel bar truss floor support plate according to claim 7, which is characterized in that the truss main body is triangular truss structure,
Including the reinforcing bar that winds up (41) disposed in parallel, two lower edge reinforcing bars (42), the reinforcing bar that winds up (41) and lower edge reinforcing bar
(42) wavy web member reinforcing bar (43) is provided between.
9. steel bar truss floor support plate according to claim 8, which is characterized in that described two lower edge reinforcing bar (42) settings are even
In interval between multiple ear pieces (11) of connected components, described two lower edge reinforcing bars (42) are mutually welded with reinforcing bar cross bar (3).
10. the assemble method of reinforcing bar purlin floor support plate described in a kind of claim 7, which comprises the following steps: S1. will
Reinforcing bar cross bar (3) cuttage enters in the first through hole (12) of the connection component；S2. end template (5) are passed through into fixing piece (2) and group
Part main body (1) connection；S3. the cathode of welding machine is connected with reinforcing bar cross bar (3), the anode of welding machine is connected with steel bar girder；S4. make
Steel bar girder is in contact with reinforcing bar cross bar completes welding.
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| CN111827664A (en) * | 2020-07-09 | 2020-10-27 | 深圳市旭生骏鹏建筑工程有限公司 | Connecting structure of steel bar floor support plate and aluminum mold and construction process thereof |
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