CN106758903A - The totally-enclosed sound barrier of assembly concrete - Google Patents
The totally-enclosed sound barrier of assembly concrete Download PDFInfo
- Publication number
- CN106758903A CN106758903A CN201611243931.XA CN201611243931A CN106758903A CN 106758903 A CN106758903 A CN 106758903A CN 201611243931 A CN201611243931 A CN 201611243931A CN 106758903 A CN106758903 A CN 106758903A
- Authority
- CN
- China
- Prior art keywords
- crossbeam
- bridge
- cover plate
- assembly concrete
- sound barrier
- 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.)
- Pending
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F8/00—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/30—Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The present invention disclose a kind of assembly concrete noise barrier structure, including sound barrier base, many Pin are along suitable bridge is to the spaced crossbeam for closed circular and is laid on consistent with crossbeam direction across bridge section cover plate between adjacent beams surface；Include a piece of head piece and two panels side crossbeam per Pin crossbeams；Side crossbeam one end is fixedly connected with sound barrier base, and the other end is fixedly connected with head piece, and side crossbeam and head piece junction are shaggy tooth mouthful occlusion structure；It is oval or circle per the section of Pin crossbeam direction across bridge, and the Breadth Maximum in crossbeam direction across bridge section is more than bridge deck width.The present invention is compared to traditional gooseneck, it is not necessary to safeguard, good endurance；Steel using amount is reduced, the economy of sound barrier is improved；Defening effect is good, good endurance, and cost is less expensive, and fire protecting performance is greatly promoted；Employ the integrated curved moulding of evagination, than conventional upright formula sound barrier aeroperformance more preferably.
Description
Technical field
A kind of railway of present invention design, highway and municipal sound barrier, specifically a kind of totally-enclosed sound-screen of assembly concrete
Barrier.
Background technology
Nowadays temporarily without totally-enclosed sound barrier, and the totally-enclosed sound-screen of highway, municipal administration and field of urban rail on railway
The many structure types using " steel structure framework+metallic panel absorber+transparent sound insulationg board " of barrier.
First, its steel structure framework needs regular application to safeguard, and the service life of metallic panel absorber and transparent sound insulationg board
Only 15~20 years, the design service life with agent structure was not corresponded seriously for 100 years.
Second, steel construction and transparent panel involve great expense, and metallic panel absorber cost is also higher, if making in view of whole 100 years
With the number of times for needing in the phase to safeguard and change, then cost is higher.
3rd, to think of plate gap excessively excessive because material defening effect itself is paid no attention to for existing this totally-enclosed sound barrier
The reason for, its noise reduction is not ideal.
4th, the fire resistance of transparent sound insulationg board is poor, inflammable, the case that sound barrier catching fire often occurs, and causes great
Economic loss.
The content of the invention
For the deficiency existing for existing totally-enclosed sound-screen barrier technique, there is provided a kind of long lifespan, fire resistance are good, noise reduction
Good, cost and the low assembly concrete noise barrier structure of maintenance cost.
To reach above-mentioned purpose, the assembly concrete noise barrier structure of design of the invention, it is characterised in that：Including sound
Barrier base, many Pin are along along bridge is to the spaced crossbeam for closed circular and is laid between adjacent beams surface horizontal with crossbeam
Bridge is to the consistent cover plate in section；Crossbeam includes a piece of head piece and two panels side crossbeam described in per Pin；Described side crossbeam one end and sound
Barrier base is fixedly connected, and the other end is fixedly connected with head piece, and side crossbeam is that shaggy tooth mouthful is engaged knot with head piece junction
Structure；The section of crossbeam direction across bridge described in per Pin is oval or circular, and the Breadth Maximum in crossbeam direction across bridge section is more than bridge floor
Width.
Preferably, the cover plate is that high-tenacity fiber strengthens the pre-formed cover plate of cement-base composite material.
It is further preferred that cover plate middle part bottom surface is provided with the ribs along bridge to arrangement.
Preferably, the crossbeam middle part surface is provided with built-in fitting, by bolt and the built-in fitting by the cover plate with it is horizontal
Beam is connected.
Preferably, it is provided between the crossbeam and cover plate along bridge to the longeron for setting, the beam sides are provided with
Bracket, the longeron two ends are ridden upon on the bracket and are consolidated by bolt.
Preferably, the longeron is located at the cover plate bottom, is that high-tenacity fiber enhancing cement-base composite material is prefabricated into
Type longeron.
The structure it is further preferred that longeron and cover plate are formed in one.
Preferably, the crossbeam is RPC and the pre-formed crossbeam of built-in stress rib.
Preferably, the section of the crossbeam is I-beam.
Preferably, the sound barrier base is provided with rim of a cup, and described side crossbeam one end is inserted in the rim of a cup and poured in rim of a cup
Building epoxy resin mortar makes side crossbeam be consolidated with sound barrier base.
Preferably, the spacing between adjacent crossbeam is 1.5~2.5 meters.
Preferably, gap is provided between adjacent cover plate, uniform filled and process glue and the weather-proof silicone of use in the gap
Glue is sealed.
Used as another preferred scheme, the sound barrier is equipped with an end floor beam along along bridge to multistage, every section of two ends are divided into,
With being interval with crossbeam described in many Pin between the end floor beam of section；The expansion joint of ring, institute are provided between adjacent two sections of end floor beam
Expansion joint is stated to be sealed using elastic telescopic body.
The beneficial effects of the invention are as follows：It is horizontal compared to traditional steel using high-strength RPC concrete structures as crossbeam material
Beam, it is not necessary to safeguard, good endurance；In addition steel using amount is reduced, the economy of sound barrier is improved.Using the ECC of high tenacity
Concrete cover, not only the defening effect than conventional metals acoustic board or penetrating sound insulationg board is good, good endurance, and cost is more just
Preferably, fire protecting performance is greatly promoted.Concrete cover piecemeal area is bigger than conventional sound insulationg board, so as to reduce splicing seams quantity.This
Elaxtic seal is clogged in outer cover plate gap, and seam leakage voice phenomenon is substantially reduced.The integrated curved moulding of evagination is employed, than
The sound barrier aeroperformance of conventional upright formula is more preferably.Cover plate materials use ECC high tenacity concrete, crossbeam to use high-strength RPC
Concrete, compared to routine " gooseneck skeleton+aluminium alloy acoustic board or transparent panel " scheme, low cost, durability and fire resistance are good,
And the defening effect of concrete material is more preferably, can effectively reduce the noise jamming to ecological sensitive point.Economic benefit and society's effect
Benefit is prominent.Employ the integrated curved moulding of evagination, than conventional upright formula sound barrier aeroperformance more preferably.Noise control
Require that more and more strictly popularizing application prospect of the invention is wide in railway and highway, municipal works.
Brief description of the drawings
Fig. 1 is section structure schematic diagram of the invention
Fig. 2 a~d is beam structure structural map of the present invention
Fig. 3 is the connecting structure schematic diagram of crossbeam of the present invention and sound barrier base
Fig. 4 is the structural representation of cover plate of the present invention
Fig. 5 is cover plate of the present invention along outer arc expanded schematic diagram
Fig. 6 a~c is crossbeam at bracket of the present invention, longeron and cover plate overlap joint schematic diagram
Fig. 7 is the overlap joint schematic diagram of crossbeam of the present invention and cover plate
Fig. 8 is the facade structures schematic diagram of certain section of the present invention
Fig. 9 is the sectional schematic diagram at expansion joint of the present invention
In figure：Sound barrier base 1 (rim of a cup 1.1, epoxy resin mortar 1.2), crossbeam 2 (head piece 2.1, side crossbeam 2.2, shaggy tooth
Mouthful occlusion structure 2.3), longeron 3, cover plate 4 (ribs 4.1), box beam 5, end floor beam 6, bracket 7, built-in fitting 8, gap 9, elasticity
Extrusome 10.
Specific embodiment
Below by Fig. 1~Fig. 9 and the mode of some alternative embodiments of the invention is enumerated, to technical side of the invention
Case (including optimal technical scheme) is described in further detail, any technical characteristic and any technical side in the present embodiment
Case is not limited the scope of the invention.
As shown in figure 1, the totally-enclosed noise barrier structure of fabricated concrete of present invention design mainly includes sound barrier base
1st, crossbeam 2, longeron 3 and cover plate 4, sound barrier base 1 are located at the two ends of the surface direction across bridge of box beam 5；Crossbeam 2 is (living using the RPC of arrangement of reinforcement
Property powder concrete) material, longeron 3 and cover plate 4 are using high-tenacity fiber enhancing cement-base composite material ECC.Whole components are equal
Constructed using prefabrication, field erected method.
As illustrated in figures 1 and 8, the assembly concrete noise barrier structure of design of the invention, including：It is sound barrier base 1, many
Pin cuts to the spaced crossbeam 2 for closed circular and being laid between the surface of adjacent beams 2 along along bridge with the direction across bridge of crossbeam 2
The consistent cover plate 4 in face；Crossbeam 2 includes a piece of head piece 2.1 and two panels side crossbeam 2.2 described in per Pin；The sound barrier is along along bridge
To multistage is divided into, every section of two ends are equipped with an end floor beam 6, with being interval with crossbeam 2 described in many Pin between the end floor beam 6 of section.
The section of the direction across bridge of crossbeam 2 described in per Pin is oval or circular, and the Breadth Maximum in the direction across bridge section of crossbeam 2 is wide more than bridge floor
Degree, the section of the crossbeam 2 is I-beam.Bracket 7 is provided with the sidepiece of crossbeam 2, bracket 7 is integrated pre-formed structure with crossbeam 2,
And built-in stress rib.
As shown in figure 3, the sound barrier base 1 is provided with rim of a cup 1.1, described one end of side crossbeam 2.2 is inserted in the rim of a cup 1.1
And pouring epoxy resin mortar 1.2 in rim of a cup 1.1 makes side crossbeam 2.2 be consolidated with sound barrier base 1.
As depicted in figs. 1 and 2, described one end of side crossbeam 2.2 is fixedly connected with sound barrier base 1, the other end and head piece 2.1
It is fixedly connected, and side crossbeam 2.2 and the junction of head piece 2.1 are shaggy tooth mouthful occlusion structure 2.3, by the occlusion of concave-convex type
Tooth mouthful enhancing joint anti-shear ability, and smear epoxy resin adhesive in seam crossing.Bracket 7, ox are provided with the sidepiece of crossbeam 2
Leg 7 is integrated pre-formed structure, and built-in stress rib with crossbeam 2.Partial prestressing muscle is shown in such as 2, it is solid in figure
Line.
As shown in Figure 4 and Figure 5, it is provided between the crossbeam 2 and cover plate 4 along bridge to the longeron 3 for setting, the longeron 3 sets
At the bottom two ends of the cover plate 4, longeron 3 is merged with cover plate 4, is integrated pre-formed, and section uses square-section, sectional dimension
0.19 × 0.105m can be used.Longeron 3 is connected by the bracket 7 on crossbeam 2 with crossbeam 2, and button is hung on bracket 7 during installation
It is interim fixed, and be closely connected with crossbeam 2 by dormant bolt.The ring of cover plate 4 is divided into polylith (see Fig. 1), and the size of cover plate 4 can
Using the arc of 2m wide 2.25~3.17m long.Cover plate 4 is rib-slab structure, thick 5cm.Cover plate is by M12 dormant bolts and horizontal stroke
Beam 2 is connected.Preferably, the middle part bottom surface of the cover plate 4 is provided with the ribs 4.1 to arrangement along bridge.
As shown in Figure 6 and Figure 7, the sidepiece of the crossbeam 2 is provided with bracket 7, is all provided with the middle part surface of the crossbeam 2 and bracket 7
There is built-in fitting 8, the cover plate 4 is connected with crossbeam 2 or bracket 7 with the built-in fitting 8 by bolt.Take at the two ends of the longeron 3
It is located on the bracket 7 and is consolidated by bolt.
Gap 9 is provided between adjacent cover plate 4, uniform filled and process glue and use weather-proof silicone adhesive envelope in the gap 9
Mouthful.
Preferably, the spacing between adjacent crossbeam is 1.5~2.5 meters.
As shown in figure 9, being provided with the expansion joint of ring between adjacent two sections of end floor beam, the expansion joint uses elastic telescopic
Body 10 is sealed.
It should be readily apparent to one skilled in the art that these are only presently preferred embodiments of the present invention, not limiting this hair
Bright, all any modification, combination, replacement, improvement made under the spirit and principles in the present invention etc. are all contained in guarantor of the invention
Within the scope of shield.
Claims (10)
1. a kind of assembly concrete noise barrier structure, it is characterised in that：Including sound barrier base (1), many Pin along suitable bridge to interval
Set for closed circular crossbeam (2) and be laid on consistent with crossbeam (2) direction across bridge section between adjacent beams (2) surface
Cover plate (4)；Crossbeam (2) described in per Pin includes a piece of head piece (2.1) and two panels side crossbeam (2.2)；The side crossbeam (2.2) one
End is fixedly connected with sound barrier base (1), and the other end is fixedly connected with head piece (2.1), and side crossbeam (2.2) and head piece
(2.1) junction is shaggy tooth mouthful occlusion structure (2.3)；The section of crossbeam (2) direction across bridge described in per Pin is oval or circle,
And the Breadth Maximum in crossbeam (2) direction across bridge section is more than bridge deck width.
2. assembly concrete noise barrier structure according to claim 1, it is characterised in that：The cover plate (4) is high-ductility
The property pre-formed cover plate of fiber reinforced cement-based composite material；Cover plate (4) middle part bottom surface is provided with the reinforcement along bridge to arrangement
Rib (4.1).
3. assembly concrete noise barrier structure according to claim 1, it is characterised in that：Crossbeam (2) middle part table
Face is provided with built-in fitting (8), and the cover plate (4) is connected with crossbeam (2) with the built-in fitting (8) by bolt.
4. assembly concrete noise barrier structure according to claim 1, it is characterised in that：The crossbeam (2) and cover plate
(4) it is provided between along bridge to the longeron (3) for setting, crossbeam (2) sidepiece is provided with bracket (7), and longeron (2) two ends are set up
Consolidated on the bracket (7) and by bolt.
5. assembly concrete noise barrier structure according to claim 4, it is characterised in that：The longeron (3) is located at institute
Cover plate (4) bottom is stated, is the high-tenacity fiber enhancing pre-formed longeron of cement-base composite material.
6. assembly concrete noise barrier structure according to claim 5 is entered, it is characterised in that：The longeron (3) and lid
Plate (4) is formed in one structure.
7. assembly concrete noise barrier structure according to claim 1, it is characterised in that：The crossbeam (2) is activity
Powder concrete and the pre-formed crossbeam of built-in stress rib；The section of the crossbeam (2) is I-beam.
8. assembly concrete noise barrier structure according to claim 1, it is characterised in that：Sound barrier (1) base sets
There is rim of a cup (1.1), described side crossbeam (2) one end is inserted in the rim of a cup (1.1) and pours epoxy resin mortar in rim of a cup (1.1)
(1.2) side crossbeam (2) is made to be consolidated with sound barrier base (1).
9. assembly concrete noise barrier structure according to claim 1, it is characterised in that：Between adjacent cover plate (4)
Gap (9) is provided with, uniform filled and process glue and use weather-proof silicone adhesive sealing in the gap (9).
10. assembly concrete noise barrier structure according to claim 1, it is characterised in that：The sound barrier is along along bridge
To multistage is divided into, every section of two ends are equipped with an end floor beam (6), horizontal described in many Pin with being interval between the end floor beam (6) of section
Beam (2)；The expansion joint of ring is provided between adjacent two sections of end floor beam (6), the expansion joint is close using elastic telescopic body (10)
Envelope.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611243931.XA CN106758903A (en) | 2016-12-29 | 2016-12-29 | The totally-enclosed sound barrier of assembly concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611243931.XA CN106758903A (en) | 2016-12-29 | 2016-12-29 | The totally-enclosed sound barrier of assembly concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106758903A true CN106758903A (en) | 2017-05-31 |
Family
ID=58927556
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611243931.XA Pending CN106758903A (en) | 2016-12-29 | 2016-12-29 | The totally-enclosed sound barrier of assembly concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106758903A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109295870A (en) * | 2018-09-30 | 2019-02-01 | 中铁第四勘察设计院集团有限公司 | A kind of totally-enclosed noise barrier structure that steel skeleton is combined with modified ECC concrete slab |
| WO2022142193A1 (en) * | 2020-12-30 | 2022-07-07 | 中铁六局集团北京铁路建设有限公司 | Construction method for large-span thin-wall concrete sound barrier pouring trolley |
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| DE4409893A1 (en) * | 1994-03-23 | 1995-09-28 | Krupp Ag Hoesch Krupp | Device on track for rail vehicles |
| EP1719850A2 (en) * | 2005-05-06 | 2006-11-08 | Chong Nam Park | Sound insulating panel structure |
| JP2008150861A (en) * | 2006-12-18 | 2008-07-03 | Tobishima Corp | Sound absorbing panel |
| CN101240526A (en) * | 2008-03-21 | 2008-08-13 | 东南大学 | Sound barrier used for viaduct |
| CN101244920A (en) * | 2008-03-25 | 2008-08-20 | 东南大学 | Concrete base sound absorption material for road sound screen and method of manufacturing the same |
| CN201221058Y (en) * | 2008-06-04 | 2009-04-15 | 中国建筑材料科学研究总院 | V-shaped top noise reducer for acoustical barrier |
| KR101091855B1 (en) * | 2011-03-30 | 2011-12-12 | 케이솔 주식회사 | Noise removing for soundproof tunnel |
| CN103046490A (en) * | 2012-12-28 | 2013-04-17 | 森特士兴集团股份有限公司 | Totally closed sound barrier |
| CN203807961U (en) * | 2014-03-31 | 2014-09-03 | 上海中驰建筑工程有限公司 | Totally-closed sound barrier |
| CN104894990A (en) * | 2015-06-05 | 2015-09-09 | 山西尚风科技股份有限公司 | All-closed noise barrier |
| CN206438426U (en) * | 2016-12-29 | 2017-08-25 | 中铁第四勘察设计院集团有限公司 | The totally-enclosed sound barrier of assembly concrete |
-
2016
- 2016-12-29 CN CN201611243931.XA patent/CN106758903A/en active Pending
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE4409893A1 (en) * | 1994-03-23 | 1995-09-28 | Krupp Ag Hoesch Krupp | Device on track for rail vehicles |
| EP1719850A2 (en) * | 2005-05-06 | 2006-11-08 | Chong Nam Park | Sound insulating panel structure |
| JP2008150861A (en) * | 2006-12-18 | 2008-07-03 | Tobishima Corp | Sound absorbing panel |
| CN101240526A (en) * | 2008-03-21 | 2008-08-13 | 东南大学 | Sound barrier used for viaduct |
| CN101244920A (en) * | 2008-03-25 | 2008-08-20 | 东南大学 | Concrete base sound absorption material for road sound screen and method of manufacturing the same |
| CN201221058Y (en) * | 2008-06-04 | 2009-04-15 | 中国建筑材料科学研究总院 | V-shaped top noise reducer for acoustical barrier |
| KR101091855B1 (en) * | 2011-03-30 | 2011-12-12 | 케이솔 주식회사 | Noise removing for soundproof tunnel |
| CN103046490A (en) * | 2012-12-28 | 2013-04-17 | 森特士兴集团股份有限公司 | Totally closed sound barrier |
| CN203807961U (en) * | 2014-03-31 | 2014-09-03 | 上海中驰建筑工程有限公司 | Totally-closed sound barrier |
| CN104894990A (en) * | 2015-06-05 | 2015-09-09 | 山西尚风科技股份有限公司 | All-closed noise barrier |
| CN206438426U (en) * | 2016-12-29 | 2017-08-25 | 中铁第四勘察设计院集团有限公司 | The totally-enclosed sound barrier of assembly concrete |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109295870A (en) * | 2018-09-30 | 2019-02-01 | 中铁第四勘察设计院集团有限公司 | A kind of totally-enclosed noise barrier structure that steel skeleton is combined with modified ECC concrete slab |
| WO2022142193A1 (en) * | 2020-12-30 | 2022-07-07 | 中铁六局集团北京铁路建设有限公司 | Construction method for large-span thin-wall concrete sound barrier pouring trolley |
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Application publication date: 20170531 |
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