CN106522082B - Driving totally enclosed type box beam in railway box - Google Patents

Driving totally enclosed type box beam in railway box Download PDF

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Publication number
CN106522082B
CN106522082B CN201611115325.XA CN201611115325A CN106522082B CN 106522082 B CN106522082 B CN 106522082B CN 201611115325 A CN201611115325 A CN 201611115325A CN 106522082 B CN106522082 B CN 106522082B
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China
Prior art keywords
web
bottom plate
box
railway
partition board
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CN201611115325.XA
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CN106522082A (en
Inventor
刘振标
曾敏
瞿国钊
马广
康小英
陈正驰
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China Railway Siyuan Survey and Design Group Co Ltd
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China Railway Siyuan Survey and Design Group Co Ltd
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F8/00Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Soundproofing, Sound Blocking, And Sound Damping (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)

Abstract

The present invention discloses a kind of interior totally enclosed type box beam of driving a vehicle of railway box, including surrounds the top plate and bottom plate and two side plates of rectangular cross-section;Side plate includes the connected partition board in end and box web;Top plate and partition board are structure as a whole, and bottom plate and box web are structure as a whole;Partition board is axially spaced to be equipped with multiple lightlng holes, and a light transmission sound panel is equipped in each lightlng hole.The present invention increases deck-molding significantly using fully closed chamber structure under the premise of not drawing high railway absolute altitude, to have the span ability of bigger, reduces bridge pier quantity;Babinet is divide into upper part and lower part participates in whole Force Calculation together so that box beam overall stiffness and stability greatly enhance, small to the interference of traffic under bridge, construct than convenient;The first half is that concrete material plays the role of sound barrier, has better soundproof effect and stronger durability while reducing cost;Train can be made from the influence of strong wind, withdrawal of train or speed limit when avoiding typhoon weather.

Description

Driving totally enclosed type box beam in railway box
Technical field
The present invention relates to a kind of railways and highway to have sound insulation and noise reduction or the bridge in demand location of keeping out the wind, specifically a kind of iron Driving totally enclosed type box beam in the case of road.
Background technology
Totally enclosed type sound barrier is not yet had on conventional railway or high-speed railway both at home and abroad at present, it is only individual semiclosed The input application of formula sound barrier.Such as Shanghai-Hangzhou visitor specially uses semi-enclosed sound barrier, the type noise barrier structure is by box beam, steel canopy Frame, acoustic board and sound panel are composed, and are generally used for the more demanding environment sensitive spot of sound insulation, noise reduction, sound insulation and noise reduction sound-absorbing Effect is opposite to get well;For urban road and urban track traffic sound barrier, mostly use semi-enclosed identical with aforementioned railway Form, structure height is smaller than railway, and wind area is small, and without bullet train aerodynamic effect and vibration problem, conserves in addition Repair is smaller than railway to traffic impact;For another example Sai Van Bridge in Macau case expert railway carriage beam, using the double girders of separate type, inside box beam Flyunder is set, use can be just opened when only upper deck of bridge is closed during typhoon.Although semi-enclosed sound barrier and case Put into application in expert's railway carriage Liang highways and railway, but its problem of it is also very prominent:
1. semi-enclosed sound barrier generally uses steel structure framework, cost is high, and late maintaining maintenance capacity is big, and sound insulation is imitated Fruit is not good enough;
2. urban road and the semi-enclosed noise barrier structure height of urban track traffic are smaller than railway, no train general mood is dynamic Power problem, and it is small to traffic impact compared to maintenance for railway, therefore be difficult to apply in railway;
3. although the case expert railway carriage beam scheme similar with Sai Van Bridge in Macau plays gear wind action well, its beam Bottom is wider, therefore substructure quantities is also larger;
4. integrated box expert's railway carriage beam body amount is excessive, construction method can only select cast-in-place, and project cost is high and to environment It influences big.
Invention content
Existing a series of problems is applied on elevated bridge for existing semi-enclosed sound barrier and case expert's railway carriage beam, It can reach extraordinary soundproof effect the purpose of the present invention is to provide one kind and improve stock utilization reduction engineering and make Driving totally enclosed type box beam in valence, construction railway box convenient, with wind resistance small to Coherent traffic noise.
In order to achieve the above objectives, driving totally enclosed type box beam in the railway box that the present invention designs, it is characterised in that:Including enclosing At the top plate and bottom plate of rectangular cross-section and two side plates;The side plate includes the connected partition board in end and box web;The top Plate and the partition board are structure as a whole, and the bottom plate and the box web are structure as a whole;The partition board is axially spaced to be set There are multiple lightlng holes, a light transmission sound panel is equipped in each lightlng hole.In this way, using fully closed chamber structure, Train is set to box house, under the premise of not drawing high railway absolute altitude, increases deck-molding significantly, to have bigger Span ability can reduce bridge pier quantity about 60%.
Preferably, the junction of the top plate and the partition board is equipped with local thickened area;The top plate, partition board and part add Stress rib is arranged in thick area, using cast-in-place integrated molding.In this way, when lower half portion that is to say that bottom plate and the construction of box web are completed Afterwards, you can pour top half (that is to say top plate, partition board and local thickened area) directly over, so eliminate conventional cast-in-place The holder of beam simultaneously avoids the interference to traffic under bridge, and construction is convenient;Meanwhile top half can play the role of sound barrier, And be thick and solid concrete material, expensive metal or penetrating plate sound barrier expense are not only eliminated, but also than conventional sound-screen The soundproof effect of barrier is more preferable, and durability is more preferable.
Preferably, at beam-ends the bottom plate thickness be more than span centre at the bottom plate thickness.
Preferably, the box web includes the first web and the second web;First web one end and institute The connection of second web one end is stated, the first web other end is connect with bottom end, the other end of second web and institute State plate top surface connection.
Preferably, angle at an acute angle between first web and the second web, first web and the bottom plate it Between angle in obtuse angle.
It is further preferred that arrange stress rib in first web, the second web and bottom plate, using cast-in-place or prefabricated one It is body formed.
It is further preferred that second web it is axially spaced be equipped with multiple ventilation holes, the ventilation hole by top plate, every The space that plate, the second web and bottom plate surround is connected to the first web, the second web with the space that bottom plate surrounds.Ventilation hole increases Air circulation in box beam body balances the draught head inside and outside box beam and plays and leads to wind action in case
It is further preferred that the top plate, partition board, the first web and bottom plate surround both ends be opening and rectangular cross-section Enclosure space.Fully closed structure may make influence of the train from strong wind, withdrawal of train or limit when avoiding typhoon weather Speed.
Preferably, the side wall of second web, which is equipped with, checks aisle.
It is further preferred that the top for checking aisle and being located at ventilation hole in the vertical direction.
The beneficial effects of the invention are as follows:One, using fully closed chamber structure, train is set to box house, Under the premise of not drawing high railway absolute altitude, deck-molding is increased significantly, to have the span ability of bigger, can reduce bridge pier number Amount about 60%;Two, babinet is divide into upper part and lower part, and prefabricated trough girder can be used in lower half portion, will again be existed after groove profile erection It rides and pours top half, and two parts participate in whole Force Calculation together so that box beam overall stiffness and stability are significantly Enhancing, and the holder of conventional cast-in-place beam is eliminated, the interference to traffic under bridge is also avoided, is constructed than convenient;Third, upper half Part includes mainly top plate and partition board, is thick and solid concrete material, plays the role of sound barrier jointly, compared with prior art greatly It is big to eliminate the expense of expensive metal or penetrating plate sound barrier, and better soundproof effect is achieved, it is both to also improve Durability;4th, fully closed structure makes influence of the train from strong wind, withdrawal of train or limit when avoiding typhoon weather Speed.
Description of the drawings
Fig. 1 is the structural schematic diagram of the present invention
Fig. 2 is the partial schematic sectional view of A-A in Fig. 1
In figure:Top plate 1, bottom plate 2, side plate 3, partition board 4, box web 5 (the first web 5.1, the second web 5.2), light transmission Sound panel 6, ventilation hole 8, checks aisle 9 at local thickened area 7.
Specific implementation mode
Below by Fig. 1~Fig. 2 and the mode for some alternative embodiments for enumerating the present invention, to the technical side of the present invention Case (including optimal technical scheme) is described in further detail, any technical characteristic in the present embodiment and any technical side Case does not limit the scope of the invention.
As depicted in figs. 1 and 2, driving totally enclosed type box beam in the railway box that the present invention designs, including it is square to surround section Top plate 1, bottom plate 2 and two side plates 3 of shape, it is preferred that the thickness of bottom plate 2 is more than the thickness of bottom plate 2 at span centre at beam-ends;It is described Side plate 3 includes the partition board 4 and box web 5 that end is connected;The top plate 1 and the partition board 4 are structure as a whole, the bottom plate 2 It is structure as a whole with the box web 5;The partition board 4 is axially spaced to be equipped with multiple lightlng holes, each in the lightlng hole It is equipped with a light transmission sound panel 6.Fully closed structure makes the lateral wind pressure that train is subject to greatly reduce and has extremely well Sound-deadening and noise-reducing effect, can preferably apply in overhead railway
As shown in Figure 1, the junction of the top plate 1 and the partition board 4 is equipped with local thickened area 7;The top plate 1, partition board 4 With local thickened area 7 in arrange stress rib, using cast-in-place integrated molding.
As shown in Figure 1, preferably, the box web 5 includes the first web 5.1 and the second web 5.2;It is described First web, 5.1 one end is connect with described second web, 5.2 one end, and 5.1 other end of the first web connects with 2 end of bottom plate It connects, the other end of second web 5.2 is connect with 2 top surface of the bottom plate.Preferably, first web, 5.1 and second abdomen Angle at an acute angle between plate 5.2, angle in obtuse angle between first web 5.1 and the bottom plate 2;First web 5.1, Stress rib is arranged in second web 5.2 and bottom plate 2, using cast-in-place or prefabricated integrated molding.
As shown in Figure 2, it is preferred that second web 5.2 is axially spaced to be equipped with multiple ventilation holes 8, the ventilation hole 8 Space and the first web 5.1 that top plate 1, partition board 4, the second web 5.2 and bottom plate 2 surround, the second web 5.2 and bottom plate 2 are enclosed At space connection.Ventilation hole 8 increases the air circulation in box beam body, balances the draught head inside and outside box beam and plays case Interior logical wind action
Preferably, the top plate 1, partition board 4, the first web 5.1 and bottom plate 2 surround both ends be opening and rectangular cross-section Enclosure space.
Again as shown in Figure 1, the side wall of second web 5.2, which is equipped with, checks aisle 9, the inspection aisle 9 is in vertical side It is located at the top of ventilation hole 8 upwards.
It should be readily apparent to one skilled in the art that the above is merely preferred embodiments of the present invention, not to limit this hair Bright, all any modification, combination, replacement, improvement etc. made under the spirit and principles in the present invention are all contained in the guarantor of the present invention Within the scope of shield.

Claims (10)

1. totally enclosed type box beam of driving a vehicle in a kind of railway box, including surround the top plate (1) of rectangular cross-section, bottom plate (2) and two Side plate (3);It is characterized in that:The side plate (3) includes partition board (4) and box web (5);Described partition board (4) one end and top plate (1) it connects, the other end is connect with box web (5) one end end, and the other end of the box web (5) is connect with bottom plate;Institute It states top plate (1) and the partition board (4) is structure as a whole, the bottom plate (2) and the box web (5) are structure as a whole;It is described Partition board (4) is axially spaced to be equipped with multiple lightlng holes, and a light transmission sound panel (6) is equipped in each lightlng hole.
2. totally enclosed type box beam of driving a vehicle in railway box according to claim 1, it is characterised in that:The top plate (1) and institute The junction for stating partition board (4) is equipped with local thickened area (7);Arrangement is answered in the top plate (1), partition board (4) and local thickened area (7) Power muscle, using cast-in-place integrated molding.
3. totally enclosed type box beam of driving a vehicle in railway box according to claim 1, it is characterised in that:The bottom plate at beam-ends (2) thickness is more than the thickness of the bottom plate (2) at span centre.
4. totally enclosed type box beam of driving a vehicle in railway box according to claim 1, it is characterised in that:The box web (5) Including the first web (5.1) and the second web (5.2);Described first web (5.1) one end and described second web (5.2) one end Connection, the first web (5.1) other end connect with bottom plate (2) end, the other end of second web (5.2) with it is described Bottom plate (2) top surface connects.
5. totally enclosed type box beam of driving a vehicle in railway box according to claim 4, it is characterised in that:First web (5.1) angle at an acute angle between the second web (5.2), is pressed from both sides in obtuse angle between first web (5.2) and the bottom plate (2) Angle.
6. totally enclosed type box beam of driving a vehicle in railway box according to claim 5, it is characterised in that:First web (5.1), stress rib is arranged in the second web (5.2) and bottom plate (2), using cast-in-place or prefabricated integrated molding.
7. totally enclosed type box beam of driving a vehicle in the railway box according to claim 4 or 5 or described in 6, it is characterised in that:Second abdomen Plate (5.2) is axially spaced to be equipped with multiple ventilation holes (8), and the ventilation hole (8) is by top plate (1), partition board (4), the second web (5.2) space surrounded with bottom plate (2) is connected to the first web (5.1), the second web (5.2) with the space that bottom plate (2) surrounds.
8. totally enclosed type box beam of driving a vehicle in the railway box according to claim 4 or 5 or described in 6, it is characterised in that:The top plate (1), it is opening and rectangular cross-section enclosure space that partition board (4), the first web (5.1) and bottom plate (2), which surround both ends,.
9. totally enclosed type box beam of driving a vehicle in railway box according to claim 7, it is characterised in that:Second web (5.2) side wall, which is equipped with, checks aisle (9).
10. totally enclosed type box beam of driving a vehicle in railway box according to claim 9, it is characterised in that:The inspection aisle (9) It is located at the top of ventilation hole (8) in the vertical direction.
CN201611115325.XA 2016-12-07 2016-12-07 Driving totally enclosed type box beam in railway box Active CN106522082B (en)

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Application Number Priority Date Filing Date Title
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Application Number Priority Date Filing Date Title
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Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109868714A (en) * 2019-03-20 2019-06-11 济南轨道交通集团有限公司 A kind of O-shaped beam of urban track traffic precast assembly and the elevated bridge including the beam
CN112921784A (en) * 2021-01-27 2021-06-08 中铁大桥勘测设计院集团有限公司 Rail transit steel-concrete composite beam with sound insulation function
CN113668356B (en) * 2021-08-30 2022-11-25 广东省铁路规划设计研究院有限公司 Tank-box mixed beam and application thereof

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KR100876679B1 (en) * 2008-02-19 2009-01-07 (주)석탑엔지니어링 Bridge soundproof structure and method of executing the same
CN201459621U (en) * 2009-08-20 2010-05-12 王再发 Aluminum-plastic composite transparent sound insulation board
CN102677604A (en) * 2011-03-15 2012-09-19 江苏远兴环保集团有限公司 Totally-closed sound barrier plate
KR101169460B1 (en) * 2011-08-11 2012-07-30 이엔이건설주식회사 Box girder inbased footing member to inner box and bridge construction method using the same
CN203021930U (en) * 2012-12-28 2013-06-26 森特士兴集团股份有限公司 Totally closed sound barrier
CN103397594A (en) * 2013-08-21 2013-11-20 苏传海 Streamlined main girder structure
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