CN205577209U - Can increase stable concrete integrated configuration that reduces vibration - Google Patents
Can increase stable concrete integrated configuration that reduces vibration Download PDFInfo
- Publication number
- CN205577209U CN205577209U CN201620205892.3U CN201620205892U CN205577209U CN 205577209 U CN205577209 U CN 205577209U CN 201620205892 U CN201620205892 U CN 201620205892U CN 205577209 U CN205577209 U CN 205577209U
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- CN
- China
- Prior art keywords
- reinforcing bar
- steel plate
- steel
- steelframe
- supporting steel
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 38
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 80
- 239000010959 steel Substances 0.000 claims abstract description 80
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 29
- 230000003139 buffering effect Effects 0.000 claims abstract description 25
- 244000261422 Lysimachia clethroides Species 0.000 claims abstract description 15
- 230000002787 reinforcement Effects 0.000 claims description 17
- 238000010008 shearing Methods 0.000 claims description 16
- 239000002184 metal Substances 0.000 claims description 10
- 238000011065 in-situ storage Methods 0.000 claims description 9
- 238000003466 welding Methods 0.000 claims description 6
- 239000004568 cement Substances 0.000 claims description 5
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 229910000754 Wrought iron Inorganic materials 0.000 abstract 1
- 238000012856 packing Methods 0.000 abstract 1
- 239000011150 reinforced concrete Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000001629 suppression Effects 0.000 description 1
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- Working Measures On Existing Buildindgs (AREA)
Abstract
The utility model discloses a can increase stable concrete integrated configuration that reduces vibration, including steelframe base, supporting steel plate, cylinder weld nail, buffering reinforcing bar, steelframe base periphery is the steelframe frame of channel -section steel shape, the inside evenly distributed of steelframe frame has a plurality of goosenecks, a bar iron longeron is passed to the gooseneck top, steelframe base top is provided with the supporting steel plate, the steelframe base with install between the supporting steel plate cylinder weld nail, be provided with on the supporting steel plate the buffering reinforcing bar, be provided with the wave form steel sheet on the buffering reinforcing bar, it resists the reinforcing bar net to be provided with the shear force on the wave form steel sheet, reinforcing bar net inside is resisted to the shear force and the top packing has concrete cast -in -place layer. Beneficial effect lies in: the intensity of structure has fully been guaranteed to the steel base, and the buffering reinforcing bar can effectively cushion the vibration inertia of vertical direction, and the effectively vibrational force of the horizontal all directions of buffering of reinforcing bar net is resisted to the shear force.
Description
Technical field
This utility model belongs to combined structure design field, is specifically related to a kind of concrete combined structure that can increase stable minimizing vibration.
Background technology
Steel performance is divided into the various ways such as profiled sheet and concrete combined floor, steel and concrete combination beam, steel reinforced concrete, concrete filled steel tube and steel-enclosed concrete members according to steel form is different from joining steel mode.Profiled sheet and concrete combined floor are at the compoboard being pressed into the steel plate upper concrete of various forms of concavo-convex rib and various forms of groove and make, girder steel is combined with concrete plate and is formed by steel and concrete combination beam, steel reinforced concrete is that main configuration compacting or welding shaped steel form in concrete, concrete filled steel tube fill concrete in steel pipe forms, concrete is collaborative with steel pipe to be subject to, and steel-enclosed concrete members is to be equipped with a kind of structure that angle steel is formed in concrete corner.In recent years, steel-concrete combined structure develops quickly in China, and illustrates wide application prospect.But how can also the effectiveness in vibration suppression of effective reinforcement structure always puzzle a problem of research worker on the premise of ensureing combinative structure intensity.
Utility model content
The purpose of this utility model is that providing a kind of to solve the problems referred to above can increase the stable concrete combined structure reducing vibration.
This utility model is achieved through the following technical solutions above-mentioned purpose:
A kind of concrete combined structure that can increase stable minimizing vibration, including steel frame base, supporting steel plate, cylinder weldering nail, buffering reinforcing bar, described steel frame base periphery is the steelframe frame of channel steel shape, described steelframe frame inner homogeneous is distributed some goosenecks, described gooseneck passes over a steel longeron, described steel frame base is provided above described supporting steel plate, described cylinder weldering nail is installed between described steel frame base and described supporting steel plate, described buffering reinforcing bar it is provided with on described supporting steel plate, it is provided with waveform sheet metal on described buffering reinforcing bar, shearing opposing bar-mat reinforcement it is provided with on described waveform sheet metal, described shearing opposing bar-mat reinforcement inside and above is filled with concrete cast-in-situ layer.
In said structure, described steel frame base is set level, described supporting steel plate is fixed on described steelframe frame by described cylinder weldering nail, described buffering reinforcing bar is tightened on described supporting steel plate by fine steel rib, again described waveform sheet metal and described shearing are resisted bar-mat reinforcement and tighten setting successively, edge can suitably be welded, and the after-pouring that finally stirred by the cement mixed becomes described concrete cast-in-situ layer in the superiors.
In order to improve vibration resistance further, two described steelframe frames be arranged in parallel, and internal welding is connected to the described gooseneck of row's flat column, and described steel longitudinal beam welding is at described gooseneck overhead surface.
In order to improve vibration resistance further, described supporting steel plate and described steelframe frame offer connecting hole, and after alignment, described cylinder weldering nail carries out tightening fixing through the two, and corrugated described buffering reinforcing bar is tightened by reinforcing bar and is arranged on described supporting steel plate.
In order to improve vibration resistance further, described waveform surface of thin steel sheet arranges connecting hole, upper and lower surface tightens on the described buffering reinforcing bar of connection with fine steel rib respectively and described shearing resists bar-mat reinforcement, described concrete cast-in-situ layer is the sandstone stirred and cement pours and forms, and paves on described shearing opposing bar-mat reinforcement.
Have the beneficial effects that: steel base has fully ensured that the intensity of structure, buffering reinforcing bar can the seismic inertia in effective buffering vertical direction, shearing resists bar-mat reinforcement can the vibration force of effective buffer level all directions.
Accompanying drawing explanation
Fig. 1 is a kind of three-dimensional view that can increase the stable concrete combined structure reducing vibration described in the utility model；
Fig. 2 is the three-dimensional view of a kind of steel frame base that can increase the stable concrete combined structure reducing vibration described in the utility model.
1, steel frame base；2, supporting steel plate；3, cylinder weldering nail；4, buffering reinforcing bar；5, waveform sheet metal；6, shearing opposing bar-mat reinforcement；7, concrete cast-in-situ layer；8, steelframe frame；9, gooseneck；10, steel longeron.
Detailed description of the invention
The utility model is described in further detail below in conjunction with the accompanying drawings:
A kind of concrete combined structure that can increase stable minimizing vibration, including steel frame base 1, supporting steel plate 2, cylinder weldering nail 3, buffering reinforcing bar 4, steel frame base 1 periphery is the steelframe frame 8 of channel steel shape, steelframe frame 8 inner homogeneous is distributed some goosenecks 9, gooseneck 9 passes over a steel longeron 10, steel frame base 1 is provided above supporting steel plate 2, cylinder weldering nail 3 is installed between steel frame base 1 and supporting steel plate 2, buffering reinforcing bar 4 it is provided with on supporting steel plate 2, it is provided with waveform sheet metal 5 on buffering reinforcing bar 4, shearing opposing bar-mat reinforcement 6 it is provided with on waveform sheet metal 5, shearing opposing bar-mat reinforcement 6 inside and above is filled with concrete cast-in-situ layer 7.
In said structure, steel frame base 1 is set level, supporting steel plate 2 is fixed on steelframe frame 8 by cylinder weldering nail 3, buffering reinforcing bar 4 is tightened on supporting steel plate 2 by fine steel rib, again waveform sheet metal 5 and shearing are resisted bar-mat reinforcement 6 and tighten setting successively, edge can suitably be welded, and the after-pouring that finally stirred by the cement mixed becomes concrete cast-in-situ layer 7 in the superiors.
In order to improve vibration resistance further, article two, steelframe frame 8 be arranged in parallel, internal welding is connected to the described gooseneck 9 of row's flat column, steel longeron 10 is welded on gooseneck 9 overhead surface, supporting steel plate 2 and steelframe frame 8 offer connecting hole, after alignment, cylinder weldering nail 3 carries out tightening fixing through the two, corrugated buffering reinforcing bar 4 is tightened by reinforcing bar and is arranged on supporting steel plate 2, waveform sheet metal 5 surface configuration connecting hole, upper and lower surface tightens on connection buffering reinforcing bar 4 with fine steel rib respectively and shearing resists bar-mat reinforcement 6, concrete cast-in-situ layer 7 is the sandstone stirred and cement pours and forms, pave on shearing opposing bar-mat reinforcement 6.
Of the present utility model ultimate principle, principal character and advantage have more than been shown and described.Skilled person will appreciate that of the industry; this utility model is not restricted to the described embodiments; described in above-described embodiment and description, principle of the present utility model is simply described; on the premise of without departing from this utility model spirit and scope; this utility model also has various changes and modifications, in the range of these changes and improvements both fall within claimed this utility model.This utility model claims scope and is defined by appending claims and effect thing thereof.
Claims (4)
1. one kind can increase the stable concrete combined structure reducing vibration, it is characterized in that: include steel frame base, supporting steel plate, cylinder weldering nail, buffering reinforcing bar, described steel frame base periphery is the steelframe frame of channel steel shape, described steelframe frame inner homogeneous is distributed some goosenecks, described gooseneck passes over a steel longeron, described steel frame base is provided above described supporting steel plate, described cylinder weldering nail is installed between described steel frame base and described supporting steel plate, described buffering reinforcing bar it is provided with on described supporting steel plate, it is provided with waveform sheet metal on described buffering reinforcing bar, shearing opposing bar-mat reinforcement it is provided with on described waveform sheet metal, described shearing opposing bar-mat reinforcement inside and above is filled with concrete cast-in-situ layer.
A kind of concrete combined structure that can increase stable minimizing vibration the most according to claim 1, it is characterized in that: two described steelframe frames be arranged in parallel, internal welding is connected to the described gooseneck of row's flat column, and described steel longitudinal beam welding is at described gooseneck overhead surface.
A kind of concrete combined structure that can increase stable minimizing vibration the most according to claim 1, it is characterized in that: described supporting steel plate and described steelframe frame offer connecting hole, after alignment, described cylinder weldering nail carries out tightening fixing through the two, and corrugated described buffering reinforcing bar is tightened by reinforcing bar and is arranged on described supporting steel plate.
A kind of concrete combined structure that can increase stable minimizing vibration the most according to claim 1, it is characterized in that: described waveform surface of thin steel sheet arranges connecting hole, upper and lower surface tightens on the described buffering reinforcing bar of connection with fine steel rib respectively and described shearing resists bar-mat reinforcement, described concrete cast-in-situ layer is the sandstone stirred and cement pours and forms, and paves on described shearing opposing bar-mat reinforcement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620205892.3U CN205577209U (en) | 2016-03-17 | 2016-03-17 | Can increase stable concrete integrated configuration that reduces vibration |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620205892.3U CN205577209U (en) | 2016-03-17 | 2016-03-17 | Can increase stable concrete integrated configuration that reduces vibration |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205577209U true CN205577209U (en) | 2016-09-14 |
Family
ID=56867938
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620205892.3U Expired - Fee Related CN205577209U (en) | 2016-03-17 | 2016-03-17 | Can increase stable concrete integrated configuration that reduces vibration |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205577209U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109457589A (en) * | 2018-11-23 | 2019-03-12 | 中交公路规划设计院有限公司 | Assembling I-shaped composite beam bridge |
| CN112554403A (en) * | 2020-10-26 | 2021-03-26 | 江苏纬信工程咨询有限公司 | FRP concrete I-shaped combined member and implementation method thereof |
-
2016
- 2016-03-17 CN CN201620205892.3U patent/CN205577209U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109457589A (en) * | 2018-11-23 | 2019-03-12 | 中交公路规划设计院有限公司 | Assembling I-shaped composite beam bridge |
| CN112554403A (en) * | 2020-10-26 | 2021-03-26 | 江苏纬信工程咨询有限公司 | FRP concrete I-shaped combined member and implementation method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160914 |