CN207484511U - Antinode plate and double C shape steel composites structure part piping lane - Google Patents
Antinode plate and double C shape steel composites structure part piping lane Download PDFInfo
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- CN207484511U CN207484511U CN201720677242.3U CN201720677242U CN207484511U CN 207484511 U CN207484511 U CN 207484511U CN 201720677242 U CN201720677242 U CN 201720677242U CN 207484511 U CN207484511 U CN 207484511U
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Abstract
The utility model discloses a kind of antinode plate and double C shape steel composites structure part piping lane, including by antinode plate and double-C-shaped steel composite structural member and connecting component；Truss structure is formed by the composite structural member and connecting component, the piping lane of at least one rectangular opening is surrounded by the truss structure；And the cross connecting structure one and the antinode plate of cross connecting structure two and double-C-shaped steel composite structural member are connected by corner brace or right-angle connector.Composite component applies prestressing force by vertical and horizontal bidirectional tension rod or lacing wire to shaped steel in itself in the utility model, the intensity of integrated member, bearing capacity, rigidity and stability can be promoted, 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 connection mode, combine the steel construction formation prestressing force network system for assembled and provide most basic support component.
Description
Technical field
The utility model is related to the technical fields of steel structure member, compound more particularly to a kind of antinode plate and double C shape steel
Structural member piping lane.
Background technology
Component 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 integral strength of lifting steel structural engineering, the improvement of component in itself is also with being promoted
Unavoidable link, engineers and technicians never stop about the research and development of component in itself, 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 pipe
Corridor.To give full play to the excellent compressive property of steel in itself, improve the mechanical property of steel structure member, and ensure that component is made to exist
Strength failure criterion regional work, Saving steel amount.It can be arbitrarily made with using the utility model component and connection mode compound
Structure forms stable assembled architecture system.Using this book abdomen double C-type two dimension prestressing component and connection mode, for dress
The prestressing force network system, which is formed, with formula combination steel construction provides most basic support component.
The technical solution of the utility model is as follows：A kind of antinode plate and double C shape steel composites structure part piping lane, including by antinode
Plate and double-C-shaped steel composite structural member and connecting component；Truss structure is formed by the composite structural member and connecting component, by described
Truss structure surrounds the piping lane of at least one rectangular opening；The truss structure is arranged vertically on including two neighboring composite structural member
Same plane is interior and is connected to the cross connecting structure one that same connecting pin is formed；At least one composite structural member and the friendship
It pitches one place plane vertical connection of connection structure and forms cross knot component two and by corner brace or right-angle connector to connect
State cross connecting structure one and the antinode plate of 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 that two upper and lower make-ups are arranged, two C-type steels
Middle part is by integrally welded with its vertically arranged corrugated sheet in middle part, and the opposite main body plate face of the C-type steel is close to two
The position at edge is equipped with several through-hole first being arranged in parallel with edge, and the flanging at the edge of the C-type steel is equipped with and edge
Several through-hole second of parallel arrangement, the through-hole first and through-hole second position correspond to, the through-hole first in upper and lower two C-type steels
Position corresponds to, and the through-hole second position in upper and lower two C-type steels also corresponds 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 equipped in the medial surface of these prestressed draw-bars, the cross-perforating position should from the pre- of both ends
Power pull rod, gradually 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
To prestressing force lacing wire pass through each cross-perforating after it is domed, 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 connecting component is located at the connecting pin 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, equipped 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 shape that the inner wall of the piping lane is located at the connecting component is matched with the arrangement shape of composite component, which part
The outer surface of component and connecting component is also covered with strengthening backing plate, and reinforcement backing plate patch passes through bolt and above-mentioned connecting component, multiple
It closes component side and is attached fixation.
The utility model has the technical effect that：
The utility model web and double-C-shaped steel composite structural member crossings on different level node, by increasing connecting component 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 can promote the intensity of integrated member, 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
Connection mode combines the steel construction formation prestressing force network system for assembled and provides most basic support component.
Description of the drawings
Fig. 1 is the space frame structure schematic diagram of the utility model single hole piping lane；
Fig. 2 is the space frame structure schematic diagram of the utility model diplopore piping lane；
Fig. 3 is the space frame structure schematic diagram of three hole piping lane of the utility model；
Fig. 4 is the truss positive structure schematic of the utility model；
Fig. 5 is A portions enlarged structure schematic diagram in Fig. 4；
Fig. 6 is the main structure diagram in the Fig. 5；
Fig. 7 is B portions enlarged structure schematic diagram in Fig. 4；
Fig. 8 is D portions enlarged structure schematic diagram in Fig. 4；
Fig. 9 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 enlarged structure schematic diagram in 4）；
Figure 10 is the main structure diagram of antinode plate and double-C-shaped steel composite structural member that the vertical ties are strengthened；
Figure 11 is the left view of Figure 10；
Figure 12 is the sectional view of Figure 11；
Figure 13 is the sectional view of Figure 10；
Figure 14 is the second structural representation of antinode plate and double-C-shaped steel composite structural member that the vertical ties are strengthened；
Figure 15 is the third structural representation of antinode plate and double-C-shaped steel composite structural member that the vertical ties are strengthened；
Figure 16 is one of C portions enlarged structure schematic diagram in Fig. 4；
Figure 17 is two of C portions enlarged structure schematic diagram in Fig. 4；
Figure 18 is three of C portions enlarged structure schematic diagram in Fig. 4.
In figure：1. connecting plate is strengthened in composite structural member, 2. composite structural members, 3. connecting components, 4., 5. corner braces, 6. is straight
Angle connector；
In figure：C-type steel on 101., 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, 110. through-hole first, 111. through-holes
Second.
Specific embodiment
To make the purpose of this utility model, technical solution and advantage clearer, below in conjunction with attached drawing 1-7 to this practicality
Novel embodiment is described in further detail.
Embodiment 1：Referring to Fig. 1, including by antinode plate and double-C-shaped steel composite structural member and connecting component；By described compound
Structural member and connecting component form truss structure.The piping lane of one or more rectangular openings is surrounded by the truss structure.Fig. 2 and figure
3 be respectively two rectangular opening piping lanes and three rectangular opening piping lanes.
Referring to Fig. 4, truss structure is arranged vertically in the same plane including two neighboring composite structural member and is connected to same
The cross connecting structure one that one connecting pin is formed, referring to Fig. 5-Fig. 7.At least one composite structural member and the interconnection knot
One place plane vertical connection of structure forms cross knot component two, referring to Fig. 8.And by corner brace or right-angle connector to connect
Cross connecting structure one and the antinode plate of cross connecting structure two and double-C-shaped steel composite structural member are stated, referring to Figure 16-Figure 18.
Referring to Fig. 9-Figure 15, antinode plate includes the C-type steel of two upper and lower make-up arrangements with double-C-shaped steel composite structural member, such as
Upper C-type steel 101 and lower C-type steel 102 in figure, the middle part of two C-type steels with its vertically arranged corrugated sheet 103 in middle part by welding
One is connected into, the opposite main body plate face of the C-type steel is several equipped with being arranged in parallel with edge close to the position at two edges
A through-hole first, the flanging at the edge of the C-type steel are equipped with several through-hole second of the arrangement parallel with edge, the through-hole first
Corresponding with through-hole second position, the through-hole first position in upper and lower two C-type steels corresponds to, the through-hole second position in upper and lower two C-type steels
It puts and also corresponds to, it is vertical pre- that several are installed between the corresponding through-hole first or corresponding through-hole second of upper and lower two C-type steels
Stress pull rod.
Cross-perforating 109 is equipped in the medial surface of these prestressed draw-bars, 109 position of cross-perforating is from both ends
Prestressed draw-bar to middle part gradually close to the main board of C-type steel, a transverse prestress is run through in the cross-perforating 109
Lacing wire 106, the transverse prestress lacing wire 106 pass through each cross-perforating 109 after it is domed, the both ends of the lacing wire are by tensing spiral shell
Mother is fixed on the end plate 107 at the both ends of the structural member, medial surface and 103 end of corrugated sheet and the master of C-type steel of the end plate
The middle part welding of body plate；
Lacing wire sequentially passes through the cross-perforating 109 of prestressed draw-bar, and both ends are pierced by end plate 107 respectively, lacing wire put on after
Similar to the sag curve that beam generates in antiarch shape or catenary shape between two C-type steels, it is pre- that maximum plays just gained
Stress effect reduces the deformation of member, and rapid eliminate surmounts Ying Li and internal force peak value, to being in this double stress structures of different location
Part, longitudinal prestressing is asked for determines the position of drag-line and prestressing force size by calculating, and two outside end plate 107 are penetrated in lacing wire
End loads prestressing force by lacing wire nut.
The connecting component is located at the connecting pin 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, equipped 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 shape of the connecting component is matched with the arrangement shape of composite component, which part component and connecting component it is outer
Surface is also covered with strengthening backing plate, and reinforcement backing plate patch is attached by bolt and above-mentioned connecting component, composite component side
It is fixed.
Embodiment 2：Referring to Figure 14 and Figure 15, embodiment 2 is substantially the same manner as Example 1, and something in common does not repeat, difference
Locate to be that the position of vertical prestressed draw-bar 104 is different, prestressing force is set to draw between through-hole second between through-hole first respectively
Bar.
Claims (2)
1. a kind of antinode plate and double C shape steel composites structure part piping lane, it is characterized in that：Including by antinode plate and double-C-shaped steel composite junction
Component and connecting component；Truss structure is formed by the composite structural member and connecting component, is surrounded at least by the truss structure
The piping lane of one rectangular opening；The truss structure is arranged vertically in the same plane and connects including two neighboring composite structural member
In the cross connecting structure one that same connecting pin is formed；At least one composite structural member and one place of cross connecting structure
Plane vertical connection forms cross knot component two and the cross connecting structure one is connected by corner brace or right-angle connector
With the antinode plate of 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 opposite main body plate face of the C-type steel is close to two edges
Position be equipped with several through-hole first for be arranged in parallel with edge, the flanging at the edge of the C-type steel is equipped with parallel with edge
Arrangement several through-hole second, the through-hole first and through-hole second position correspond to, 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 correspondence of upper and lower two C-type steels
Through-hole second between several vertical prestressed draw-bars are installed,
Cross-perforating is equipped in the medial surface of these prestressed draw-bars, the cross-perforating position is drawn from the prestressing force at both ends
Bar is to middle part gradually close to the main board of C-type steel, and through a transverse prestress lacing wire in the cross-perforating, 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 is welded with corrugated sheet end and the middle part of the main board of C-type steel；
The connecting component is located at the connecting pin 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, equipped 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 piping lane according to claim 1, it is characterized in that：The inner wall of the piping lane
Shape positioned at the connecting component is matched with the arrangement shape of composite component, the outer surface of which part component and connecting component
It is also covered with strengthening backing plate, reinforcement backing plate patch is attached fixation by bolt and above-mentioned connecting component, composite component side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720677242.3U CN207484511U (en) | 2017-06-12 | 2017-06-12 | Antinode plate and double C shape steel composites structure part piping lane |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720677242.3U CN207484511U (en) | 2017-06-12 | 2017-06-12 | Antinode plate and double C shape steel composites structure part piping lane |
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| Publication Number | Publication Date |
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| CN207484511U true CN207484511U (en) | 2018-06-12 |
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| Application Number | Title | Priority Date | Filing Date |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107190771A (en) * | 2017-06-12 | 2017-09-22 | 河南奥斯派克科技有限公司 | Antinode plate and double C shape steel composites structure part piping lane |
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2017
- 2017-06-12 CN CN201720677242.3U patent/CN207484511U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107190771A (en) * | 2017-06-12 | 2017-09-22 | 河南奥斯派克科技有限公司 | Antinode plate and double C shape steel composites structure part piping lane |
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