CN207194145U - Antinode plate and double C shape steel composites structure part building systems - Google Patents
Antinode plate and double C shape steel composites structure part building systems Download PDFInfo
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- CN207194145U CN207194145U CN201720677241.9U CN201720677241U CN207194145U CN 207194145 U CN207194145 U CN 207194145U CN 201720677241 U CN201720677241 U CN 201720677241U CN 207194145 U CN207194145 U CN 207194145U
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Abstract
The utility model discloses a kind of antinode plate and double C shape steel composites structure part building systems, including the house component in the common equipment, dwelling unit body and the corridor that are made up of elevator, step ladder and fire-fighting, the basic profile for forming the house component combines the composite truss structure formed including passing sequentially through connection member by multiple steel composites structure parts；The composite structural member is included by antinode plate and double-C-shaped steel composite structural member.Composite component by being attached by the utility model web in side increase connection member and corner brace, wherein composite component applies prestressing force by vertical and horizontal bidirectional tension rod or lacing wire to shaped steel in itself, the intensity of integrated member can be lifted, bearing capacity, rigidity and stability, and two kinds of prestressed loading procedures are simple, holding capacity is strong, is very beneficial to the application for being used as structural steelwork.Using this book abdomen double C-type two dimension prestressing component and connected mode, combine the steel construction formation prestressing force network system for assembled and provide most basic support component.
Description
Technical field
The technical field of steel structure member is the utility model is related to, it is compound more particularly to a kind of antinode plate and double C shape steel
Structural member building systems.
Background technology
Part of the steel structure member as steel building project subject component, frequency of use is high, relates generally to
To the every aspect of structural steelwork, for the bulk strength of lifting steel structural engineering, the improvement of component in itself is also with lifting
Unavoidable link, research and development of the engineers and technicians on component in itself never stop, and have developed various steel knots
Structure component, but the extra high component of intensity is had not found, have much room for improvement.
Utility model content
To solve the above problems, the purpose of this utility model is to propose a kind of antinode plate and double C shape steel composites structure part room
House body system.To give full play to the excellent compressive property of steel in itself, improve the mechanical property of steel structure member, and ensure to make structure
Part is in strength failure criterion regional work, Saving steel amount.The double C antinode board prestress components of the utility model change each component
Mechanical characteristic, its assembly properties being combined, form the system of new prestressing force network.Using the double C of this book abdomen
Type two dimension prestressing component and connected mode, provided for the assembled combination steel construction formation prestressing force network system most basic
Support component.The application of assembling type steel structure will be greatly enhanced.
The technical solution of the utility model is as follows：A kind of antinode plate and double C shape steel composites structure part building systems, including by
Common equipment, dwelling unit body and the house component in corridor of elevator, step ladder and fire-fighting composition, form the base of the house component
This section bar combines the composite truss structure formed including passing sequentially through connection member by multiple steel composites structure parts；The composite junction
Component is included by antinode plate and double-C-shaped steel composite structural member；The composite truss structure includes the two neighboring composite construction
Part is arranged vertically in the same plane and is connected to the cross connecting structure one that same connection end is formed；At least one composite junction
Component forms cross knot component two with the place plane vertical connection of cross connecting structure one, and is connected by corner brace or right angle
Fitting connects the antinode plate of the cross connecting structure one and cross connecting structure two and double-C-shaped steel composite structural member；
The antinode plate and double-C-shaped steel composite structural member include the C-type steel of two upper and lower make-ups arrangements, two C-type steels
Middle part is by integrally welded with its vertically arranged corrugated sheet in middle part, and the relative main body plate face of the C-type steel is close to two
The position at edge is provided with several through hole first with edge parallel arrangement, and the flanging at the edge of the C-type steel is provided with and edge
Several through hole second of parallel arrangement, the through hole first and through hole second position correspondence, the through hole first in upper and lower two C-type steels
Position correspondence, the through hole second position in upper and lower two C-type steels also correspond to, upper and lower two C-type steels corresponding through hole first or
Several vertical prestressed draw-bars are installed between corresponding through hole second,
Cross-perforating is provided with the medial surface of these prestressed draw-bars, the cross-perforating position should from the pre- of both ends
Power pull bar, progressively close to the main board of C-type steel, runs through a transverse prestress lacing wire, the horizontal stroke to middle part in the cross-perforating
Domed after passing through each cross-perforating to prestressing force lacing wire, the both ends of the lacing wire are fixed on the structural member by tightening nut
On the end plate at both ends, medial surface and the corrugated sheet end and the middle part of the main board of C-type steel of the end plate are welded；
The connection member is located at the connection end of above-mentioned all components, is covered in the C-type steel side of all component ends,
It is fixedly connected with side by bolt；
In the angle of the adjacent composite component, provided with the matched connecting corner yard of angle, the connecting corner yard
Side of two extending panels respectively with two composite components is bolted to connection.
The inwall of the piping lane is located at the shape of the connection member and the arrangement form fit of composite component, which part
The outer surface of component and connection member is also covered with strengthening backing plate, and reinforcement backing plate patch passes through bolt and above-mentioned connection member, multiple
Close component side and be attached fixation.
It is of the present utility model to have the technical effect that：
The utility model web and double-C-shaped steel composite structural member crossings on different level node, by increasing connection member in side
And composite component is attached by corner brace, wherein composite component is applied pre- by vertical and horizontal bidirectional tension rod or lacing wire to shaped steel in itself
Stress, the intensity of integrated member, bearing capacity, rigidity and stability can be lifted, and two kinds of prestressed loading procedures are simple,
Holding capacity is strong, is very beneficial to the application for being used as structural steelwork.Using this book abdomen double C-type two dimension prestressing component and
Connected mode, combine the steel construction formation prestressing force network system for assembled and provide most basic support component.
Brief description of the drawings
Fig. 1 is the dimensional structure diagram of the utility model building systems；
Fig. 2 is truss positive structure schematic of the present utility model；
Fig. 3 is A portions mplifying structure schematic diagram in Fig. 2；
Fig. 4 is the main structure diagram in the Fig. 2；
Fig. 5 is B portions mplifying structure schematic diagram in Fig. 2；
Fig. 6 is D portions mplifying structure schematic diagram in Fig. 2；
Fig. 7 is one of dimensional structure diagram of the antinode plate that the vertical ties are strengthened and double-C-shaped steel composite structural member（Figure
E portions mplifying structure schematic diagram in 2）；
Fig. 8 is the main structure diagram of antinode plate and double-C-shaped steel composite structural member that the vertical ties are strengthened；
Fig. 9 is Fig. 8 left view；
Figure 10 is Fig. 9 profile；
Figure 11 is Fig. 8 profile；
Figure 12 is one of C portions mplifying structure schematic diagram in Fig. 2；
Figure 13 is two of C portions mplifying structure schematic diagram in Fig. 2；
Figure 14 is three of C portions mplifying structure schematic diagram in Fig. 2.
Connecting plate is strengthened in 1. composite structural members, 2. composite structural members, 3. connection members, 4. in figure, and 5. corner braces, 6. is straight
Angle connector, 7. composite roof trusses；
C-type steel on 101. in figure, 102. times C-type steels, 103. corrugated sheets, 104. vertical prestressed draw-bars, 105. nuts or
Bolt, 106. prestressing force lacing wires, 107. end plates, 108. tensioning nuts, 109. cross-perforatings.
Embodiment
To make the purpose of this utility model, technical scheme and advantage clearer, below in conjunction with accompanying drawing 1-7 to this practicality
New embodiment is described in further detail.
Embodiment 1：Antinode plate as shown in Figure 1 and double C shape steel composites structure part building systems, including by elevator, step ladder
Common equipment, dwelling unit body and house component in corridor formed with fire-fighting etc..Wherein, the basic of the house component is formed
Section bar combines the composite truss structure formed including passing sequentially through connection member by multiple steel composites structure parts, referring to Fig. 2.It is described
Composite structural member is included by antinode plate and double-C-shaped steel composite structural member；The composite truss structure includes two neighboring described multiple
Close structural member and be arranged vertically in the same plane and be connected to the cross connecting structure one that same connection end is formed, such as Fig. 3-Fig. 5
It is shown.At least one composite structural member forms cross knot component with the place plane vertical connection of cross connecting structure one
Two, as shown in fig. 6, and connecting the cross connecting structure one and cross connecting structure two by corner brace or right-angle connector
Antinode plate and double-C-shaped steel composite structural member.
Include the c-type of two upper and lower make-up arrangements referring to the antinode plate shown in Fig. 7-Figure 11 and double-C-shaped steel composite structural member
Steel, such as the upper C-type steel 101 in figure and lower C-type steel 102, the middle parts of two C-type steels by with its vertically arranged corrugated sheet in middle part
103 is integrally welded, and the relative main body plate face of the C-type steel is provided with and edge parallel arrangement close to the position at two edges
Several through hole first, the flanging at the edge of the C-type steel is provided with several through hole second of the arrangement parallel with edge, described logical
Hole first and through hole second position correspondence, the through hole first position correspondence in upper and lower two C-type steels, the through hole in upper and lower two C-type steels
Second position also corresponds to, and it is vertical to be provided with several between the corresponding through hole first or corresponding through hole second of upper and lower two C-type steels
Prestressed draw-bar.
Cross-perforating is provided with the medial surface of these prestressed draw-bars, the cross-perforating position should from the pre- of both ends
Power pull bar, progressively close to the main board of C-type steel, runs through a transverse prestress lacing wire 106 to middle part in the cross-perforating,
The transverse prestress lacing wire 106 pass through each cross-perforating after it is domed, the both ends of the lacing wire are fixed on this by tightening nut
On the end plate 107 at the both ends of structural member, medial surface and the end of corrugated sheet 103 and the middle part of the main board of C-type steel of the end plate
Welding.
Lacing wire sequentially passes through the cross-perforating of prestressed draw-bar, and both ends pass end plate 107 respectively, lacing wire put on after at two
Be in antiarch shape or catenary shape between C-type steel, to beam caused by sag curve it is similar, maximum plays just gained prestressing force
Effect, reducing the deformation of member, rapid eliminate surmounts Ying Li and internal force peak value, to this double stress members in diverse location,
Its longitudinal prestressing asks for the position that drag-line is determined by calculating and prestressing force size, at the both ends that lacing wire is penetrated outside end plate 107
Prestressing force is loaded by lacing wire nut.
Such as Figure 12-Figure 14, connection member is located at the connection end of above-mentioned all components, is covered in the C of all component ends
Shaped steel side, it is fixedly connected with side by bolt.
In the angle of the adjacent composite component, provided with the matched connecting corner yard of angle, the connecting corner yard
Side of two extending panels respectively with two composite components is bolted to connection.
Outside the shape of the connection member and the arrangement form fit of composite component, which part component and connection member
Surface is also covered with strengthening backing plate, and reinforcement backing plate patch is attached by bolt and above-mentioned connection member, composite component side
It is fixed.
Embodiment 2：Embodiment 2 is substantially the same manner as Example 1, and something in common does not repeat, and difference is, in embodiment two
Three antinode plates and double-C-shaped steel composite structural member.
Claims (2)
1. a kind of antinode plate and double C shape steel composites structure part building systems, including public set by what elevator, step ladder and fire-fighting formed
Standby, dwelling unit body and the house component in corridor, it is characterized in that：Forming the basic profile of the house component is included by multiple steel
The connection member that composite structural member passes sequentially through combines the composite truss structure to be formed；The composite structural member include by antinode plate with
Double-C-shaped steel composite structural member；The composite truss structure is arranged vertically on same flat including the two neighboring composite structural member
In face and it is connected to the cross connecting structure one that same connection end is formed；At least one composite structural member and the interconnection
The place plane vertical connection of structure one forms cross knot component two, and the intersection is connected by corner brace or right-angle connector
The antinode plate of attachment structure one and cross connecting structure two and double-C-shaped steel composite structural member；
The antinode plate includes the C-type steel of two upper and lower make-up arrangements, the middle part of two C-type steels with double-C-shaped steel composite structural member
By integrally welded with its vertically arranged corrugated sheet in middle part, the relative main body plate face of the C-type steel is close to two edges
Position be provided with several through hole first with edge parallel arrangement, the flanging at the edge of the C-type steel is provided with parallel with edge
Arrangement several through hole second, the through hole first and through hole second position correspondence, the through hole first position in upper and lower two C-type steels
Corresponding, the through hole second position in upper and lower two C-type steels also corresponds to, in the corresponding through hole first or correspondingly of upper and lower two C-type steels
Through hole second between several vertical prestressed draw-bars are installed,
Cross-perforating is provided with the medial surface of these prestressed draw-bars, the cross-perforating position is drawn from the prestressing force at both ends
Bar, progressively close to the main board of C-type steel, runs through a transverse prestress lacing wire to middle part in the cross-perforating, and this is laterally pre-
Stress lacing wire pass through each cross-perforating after it is domed, the both ends of the lacing wire are fixed on the both ends of the structural member by tightening nut
End plate on, the medial surface of the end plate welds with corrugated sheet end and the middle part of the main board of C-type steel；
The connection member is located at the connection end of above-mentioned all components, the C-type steel side of all component ends is covered in, with side
Face is fixedly connected by bolt；
In the angle of the adjacent composite component, provided with the matched connecting corner yard of angle, two of the connecting corner yard
Side of the extending panel respectively with two composite components is bolted to connection.
2. antinode plate and double C shape steel composites structure part building systems according to claim 1, it is characterized in that：The inwall of piping lane
Positioned at the shape of the connection member and the arrangement form fit of composite component, the outer surface of which part component and connection member
It is also covered with strengthening backing plate, reinforcement backing plate patch is attached fixation by bolt and above-mentioned connection member, composite component side.
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| CN201720677241.9U CN207194145U (en) | 2017-06-12 | 2017-06-12 | Antinode plate and double C shape steel composites structure part building systems |
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| CN201720677241.9U CN207194145U (en) | 2017-06-12 | 2017-06-12 | Antinode plate and double C shape steel composites structure part building systems |
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| CN207194145U true CN207194145U (en) | 2018-04-06 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107217740A (en) * | 2017-06-12 | 2017-09-29 | 河南奥斯派克科技有限公司 | Antinode plate and double C shape steel composites structure part building systems |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107217740A (en) * | 2017-06-12 | 2017-09-29 | 河南奥斯派克科技有限公司 | Antinode plate and double C shape steel composites structure part building systems |
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