CN202830741U - Semi-assembled type bamboo-concrete combined bridge - Google Patents
Semi-assembled type bamboo-concrete combined bridge Download PDFInfo
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- CN202830741U CN202830741U CN 201220551921 CN201220551921U CN202830741U CN 202830741 U CN202830741 U CN 202830741U CN 201220551921 CN201220551921 CN 201220551921 CN 201220551921 U CN201220551921 U CN 201220551921U CN 202830741 U CN202830741 U CN 202830741U
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Abstract
A semi-assembled type bamboo-concrete combined bridge comprises a bamboo longitudinal beam (1), a bamboo horizontal beam (2), a bamboo face board (3), a cast-in-place concrete layer (4) and a horizontal prestressing tendon. The semi-assembled type bamboo-concrete combined bridge is characterized in that longitudinal beam notches (11) are arranged on the top surface of the bamboo longitudinal beam (1) along the longitudinal direction of the bridge at intervals, horizontal beam notches (21) are arranged on the top surface of the bamboo horizontal beam (2) along the horizontal direction of the bridge at intervals, longitudinal grooves (31) are arranged on the top surface of the bamboo face board (3) along the horizontal direction of the bridge at intervals, the cast-in-place concrete layer (4) is poured on the tops of the bamboo longitudinal beam (1), the bamboo horizontal beam (2) and the bamboo face board (3), metal parts (7) are arranged in the longitudinal beam notches (11) and the horizontal beam notches (21), the thickness h1 of the cast-in-place concrete layer (4) on the top surface of the bamboo longitudinal beam (1) is not larger than 1/3 of the height h of the bamboo longitudinal beam (1), the horizontal prestressing tendon (5) is arranged in the bamboo horizontal beam (2) and penetrates through the lateral side or the bottom, and two ends of the horizontal presstressing tendon are stretched by prestressing force and are anchored on the outer lateral side of the bamboo longitudinal beam (1) on the outermost side of the beam. The semi-assembled type bamboo-concrete combined bridge is large in structural rigidity, good in stretchability, environmental-protection in using materials, standard in structural members, high in assembly degree, good in structural integrity, capable of playing advantages of various materials, and capable of meeting requirements of bridge structure for normal use and durability.
Description
Technical field
The utility model relates to a kind of composite bridge, and especially a kind of half assembled bamboo-Combined concrete bridge belongs to the civil engineering structure field.
Background technology
Under the overall background of current development low-carbon economy, the new builing structure material of green, ecology, environmental protection, low-carbon (LC) is the inevitable direction of civil engineering development in science and technology.The advantage of bamboo wood maximum is that environmental protection and raw material are renewable, and the phase of becoming a useful person of bamboo wood is generally 2～4 years (timber takes 20 years).According to incompletely statistics, national bamboo grove area is 3,540,000 hectares (not comprising Taiwan Province) approximately, accounts for 3% of the forest gross area, and approximately 8,000 ten thousand tons of accumulations are produced bamboo wood per year approximately more than 8,000,000 tons.Bamboo kind and the bamboo grove area of China account for 1/4 of the world, and bamboo wood output accounts for first of 1/3, the Jun Ju various countries.
Bamboo product now is mainly used in the fields such as carriage bottom plate, container bottom board, furniture, interior decoration, construction formwork and bamboo floor, bamboo wood at present is in elementary step in the research of field of civil engineering with application as the main material of structure, has developed such as bamboo structure dwelling house, bamboo wood pedestrian overcrossing and the little footpath road bridge etc. of striding.
Current medium and small common bridge, its superstructure mainly contains two kinds of forms, and a kind of is the reinforced concrete structure form, and another kind is steel work or steel-concrete combined structure, no matter adopt which kind of form of structure, all there is certain limitation in every kind of form of structure on using:
(1) for reinforced concrete structure, it is from great, and the construction and maintenance cycle is long.
(2) for steel work or steel-concrete combined structure, its main supporting part is girder steel, and the steel cost is higher, and corrosion resistance is relatively poor, and corrosiveness can affect the normal use of bridge, so that maintenance cost is higher.
In addition, the production of concrete material or steel itself exists high energy consumption and high pollution.
New materials green, energy-saving and environmental protection are the developing direction in civil construction project field.Compare other constructional materials, bamboo wood advantage aspect antidetonation, environmental protection, comfortable, industrialization is remarkable, and the structure that current bamboo wood is made has begun to appear at the bridge construction field, such as Chinese patent " 200610031948.9 " number, a kind of bamboo bridge is disclosed, full-bridge is comprised of the bamboo wood member, simple in structure, easy construction, construction material environmental protection, but for such all bamboo structure bridge, the bamboo wood consumption is large, and rigidity of section is low, and the full-bridge globality is not enough, comparatively speaking, combined bridge has obvious advantage part.
Summary of the invention
The purpose of this utility model provides a kind of half assembled bamboo-Combined concrete bridge: this kind bridge construction rigidity is large, ductility good, the material therefor environmental protection, structural element standardization, assemblingization degree are high, structural integrity is good, can give full play to the advantage of multiple material, satisfy the demand of the normal use of bridge construction and durability.
The technical solution of the utility model is: a kind of half assembled bamboo-Combined concrete bridge, comprise the bamboo longeron, the bamboo crossbeam, bamboo panel, the cast-in-situ concrete layer, transverse prestress Shu Gongtong forms, it is characterized in that bamboo longeron end face is provided with the longeron recess along bridge longitudinal separation, bamboo crossbeam end face is interval with the crossbeam recess along bridge lateral, the bamboo crossbeam is connected by metal connecting piece with the bamboo longeron, the bamboo panel two ends are stretched in the bamboo longeron top concrete, the cast-in-situ concrete layer is built in the bamboo longeron, the bamboo crossbeam, the top of bamboo panel, and put in the longeron recess, in crossbeam recess and the longitudinal fluting, the longeron recess, be provided with metalwork in the crossbeam recess, bamboo longeron end face place's cast-in-situ concrete layer thickness h1 is not more than 1/3 of bamboo longeron height h, transverse prestress Shu Zaizhu crossbeam is inner, side or bottom surface are passed, and its two ends stretch-draw prestressing force also is anchored in the lateral surface of bridge lateral outermost bamboo longeron.
In the utility model structure, the cast-in-situ concrete layer is by the longeron recess, the crossbeam recess respectively with the bamboo longeron, the bamboo crossbeam forms mechanical snap, guarantee cast-in-situ concrete layer and bamboo longeron, the co-operation of bamboo crossbeam, the longeron recess, the crossbeam recess is concrete, the combination at bamboo wood bi-material interface provides reliably and has been rigidly connected, metalwork is cast-in-situ concrete layer and bamboo longeron, auxiliary flexibly connecting is provided between the bamboo crossbeam, be rigidly connected and flexibly connect and help, slippage rigidity that the utility model structural concrete and bamboo wood interface are enough and the ductility of sliding rupture have been guaranteed, equally, the bamboo panel end face is interval with longitudinal fluting along bridge lateral can guarantee co-operation between cast-in-situ concrete layer and the bamboo panel, key point of the present utility model is that also bamboo longeron end face place's cast-in-situ concrete layer thickness h1 is not more than 1/3 of bamboo longeron height h, to obtain cast-in-situ concrete layer and bamboo longeron compound section under load action, neutral axis is positioned at below the cast-in-situ concrete layer bottom surface, guarantee that namely concrete material total cross-section pressurized to avoid the concrete lower limb to bear tensile stress and to ftracture, is convenient to give full play to the superior compressive property of concrete and the stronger resistance to tension of bamboo wood; Transverse prestress Shu Zaizhu crossbeam is inner, side or bottom surface are passed, and stretch-draw prestressing force is anchored in the lateral surface of bridge lateral outermost bamboo longeron, by the transverse prestress bundle each sheet bamboo longeron laterally is being linked to be integral body, guarantees the overall work of bridge lateral.
Described longeron recess, crossbeam recess can adopt rectangle, triangle or inverted trapezoidal, and in recess, be provided with metalwork, metalwork is that metal ribs or metal tube are made, and part is anchored in bamboo longeron or the bamboo crossbeam under the metalwork, and upper part is built in the cast-in-situ concrete layer.
Described transverse prestress bundle can adopt a kind of of steel wire, steel strand, heat tempering bar or fiber bar, and when the transverse prestress bundle was arranged at bamboo crossbeam inside, the bamboo crossbeam should be reserved inner void.
Metal connecting piece between described bamboo longeron and the bamboo crossbeam is comprised of U-shaped support and fixed head, and the sidewall of U-shaped support and fixed head offer the bolt cavity.Metal connecting piece is for providing the transmission of shearing and moment of flexure between bamboo longeron, the bamboo crossbeam, the bamboo beam-end places in the U-shaped support, and fixed head is fixed in bamboo longeron side, and metal connecting piece was realized with being connected by bolt and structure glue of bamboo crossbeam, bamboo longeron.
The thickness that described cast-in-situ concrete layer is located at the bamboo panel top is less than the thickness at place, bamboo longeron top, the thickness of bamboo panel top concrete is according to the load determination of bridge deck, and the thickness of bamboo longeron top concrete is according to the load determination of girder, the two is not subjected to mutual restriction, cast-in-situ concrete layer inside is provided with longitudinal reinforcement, transverse reinforcement, its Main Function is distributing bar, prevents concrete shrinkage crack and thermal cracking.
The utility model advantage is remarkable, has following beneficial effect:
(1) cast-in-place concrete filling at longeron recess and crossbeam recess so that concrete material and bamboo wood form mechanical snap, primary be rigidly connected that provides, the metalwork that arranges in the recess simultaneously provides auxiliary the flexibly connecting of bonding surface, and the connection of coupling hardness with softness has guaranteed rigidity and the ductility that structure is enough.
(2) the thickness of cast-in-place concrete h1 of bamboo longeron end face place is not more than 1/3 of bamboo longeron height h, can guarantee cast-in-situ concrete layer total cross-section pressurized, to give full play to the superior compressive property of concrete material, in conjunction with the good resistance to tension of bamboo wood, bi-material is had complementary advantages.
(3) by stretch-draw transverse prestress bundle, can improve the bridge construction lateral stiffness, strengthen simultaneously the resistance to overturning between bamboo longeron and the bamboo crossbeam.
(4) bridge deck adopt bamboo panel and cast-in-situ concrete layer combining structure, and rigidity is large, bearing capacity is high, and bamboo panel is provided with longitudinal fluting and can guarantees between bamboo panel and the cast-in-situ concrete layer interface sliding not to occur, and the interface connects simple structure, and is cheap.
(5) half assembled bamboos-the Combined concrete bridge is from heavy and light, and member is easy to standardization, and most of member can be prefabricated in advance in factory, and speed of application is fast, the cycle is short.
(6) bamboo wood belongs to renewable resource, and the cycle of becoming a useful person is short, and the source is wide, and energy consumption is low, pollution-free in process of production, is a kind of desirable Green environmental-protection building material;
(7) anti-mould and anti-moth of bamboo wood own, good looking appearance have good durability and corrosion resistance, and this is so that bamboo-Combined concrete bridge inspection and maintenance expense is lower.
Description of drawings
The following drawings only is intended to the utility model done and schematically illustrates and explain, does not limit scope of the present utility model.
Fig. 1 is the overall structure schematic diagram of a kind of half assembled bamboo-Combined concrete bridge;
Fig. 2 is the bridge generalized section of dissecing along bridge lateral in bamboo longeron indent;
Fig. 3 is the bridge generalized section along bamboo crossbeam axis direction in bamboo crossbeam position;
Fig. 4 is the organigram of bamboo panel;
Fig. 5 is the layout schematic diagram of longitudinal reinforcement and transverse reinforcement in the cast-in-situ concrete layer;
Fig. 6 is the metal connecting piece organigram between bamboo longeron and the bamboo crossbeam;
Fig. 7 is that bamboo longeron recess adopts the rectangular in form schematic diagram;
Fig. 8 is that bamboo longeron recess adopts the triangular form schematic diagram;
Fig. 9 is that bamboo longeron recess adopts inverted trapezoidal form schematic diagram;
Figure 10 is that bamboo crossbeam recess adopts the rectangular in form schematic diagram;
Figure 11 is that bamboo crossbeam recess adopts the triangular form schematic diagram;
Figure 12 is that bamboo crossbeam recess adopts inverted trapezoidal form schematic diagram.
In the accompanying drawings, 1 is the bamboo longeron, and 11 is the longeron recess, 2 is the bamboo crossbeam, and 21 is the crossbeam recess, and 3 is bamboo panel, 31 is the longitudinal fluting on the bamboo panel 3, and 4 are the cast-in-situ concrete layer, and 41 are the longitudinal reinforcement in the cast-in- situ concrete layer 4,42 are the transverse reinforcement in the cast-in- situ concrete layer 4,5 is the transverse prestress bundle, and 6 is the metal connecting piece of 2 on bamboo longeron 1 and bamboo crossbeam, and 61 is the U-shaped support in the metal connecting piece 6,62 is the fixed head in the metal connecting piece 6, and 7 is metalwork.
The specific embodiment
Understand for technical characterictic of the present utility model, purpose and effect being had more clearly, now contrast the description of drawings specific embodiment of the present utility model.
Such as Fig. 1～shown in Figure 12, a kind of half assembled bamboo-Combined concrete bridge, comprise bamboo longeron 1, bamboo crossbeam 2, bamboo panel 3, cast-in-situ concrete layer 4, transverse prestress bundle 5 forms jointly, it is characterized in that bamboo longeron 1 end face is provided with longeron recess 11 along bridge longitudinal separation, bamboo crossbeam 2 end faces are interval with crossbeam recess 21 along bridge lateral, bamboo panel 3 end faces are interval with longitudinal fluting 31 along bridge lateral, bamboo crossbeam 2 is connected by metal connecting piece 6 with bamboo longeron 1, bamboo panel 3 two ends are stretched in bamboo longeron 1 top concrete, cast-in-situ concrete layer 4 is built in bamboo longeron 1, bamboo crossbeam 2, the top of bamboo panel 3, and put in longeron recess 11, in crossbeam recess 21 and the longitudinal fluting 31, longeron recess 11, be provided with metalwork 7 in the crossbeam recess 21, bamboo longeron 1 end face place cast-in-situ concrete layer 4 thickness h 1 are not more than 1/3 of bamboo longeron 1 height h, transverse prestress bundle 5 is in bamboo crossbeam 2 inside, side or bottom surface are passed, and its two ends stretch-draw prestressing force also is anchored in the lateral surface of bridge lateral outermost bamboo longeron 1.
In the implementation, bamboo longeron 1, bamboo crossbeam 2, bamboo panel 3, metal connecting piece 6 is good in factory process in advance, and need the default longeron recess 11 of size and quantity by design, crossbeam recess 21 and longitudinal fluting 31, longeron recess 11, crossbeam recess 21 is rectangle, triangle or inverted trapezoidal, with bamboo longeron 1, bamboo crossbeam 2, bamboo panel 3, metal connecting piece 6 is transported to the job site, carry out assembly unit, between bamboo crossbeam 2 and the bamboo longeron 1 with bolt, structure glue realizes connecting by metal connecting piece 6, bamboo panel 3 is propped up on bamboo longeron 1 and bamboo crossbeam 2 by temporary supporting by design attitude, the end face of its bottom surface and bamboo longeron 1 and bamboo crossbeam 2 preset distance of being separated by, longeron recess 11, the crossbeam recess 21 interior metalworks 7 that arrange, metalwork 7 is that metal ribs or metal tube are made, lower part is by boring, adhesive glue is anchored in bamboo longeron 1 or the bamboo crossbeam 2, the top extension treats that the after-pouring concrete imbeds in the cast-in-situ concrete layer 4, subsequently, space between bamboo longeron 1 top-side and bamboo panel 3 bottom surfaces and beam-ends etc. are carried out formwork erection, and at bamboo longeron 1, bamboo crossbeam 2, lay on the bamboo panel 3 and colligation or welding longitudinal reinforcement 41, transverse reinforcement 42, build cast-in-situ concrete layer 4, after concrete strength reaches design strength, penetrate transverse prestress bundle 5, and stretch-draw anchor, transverse prestress bundle 5 can adopt steel wire, steel strand, heat tempering bar or fiber bar, if when transverse prestress bundle 5 was arranged at bamboo crossbeam 2 inside, bamboo crossbeam 2 was answered the advance reservation inner void.
Described metal connecting piece 6 is comprised of U-shaped support 61 and fixed head 62, and the sidewall of U-shaped support 61 and fixed head 62 offer the bolt cavity.
Claims (6)
1. one and half assembled bamboos-Combined concrete bridge, comprise bamboo longeron (1), bamboo crossbeam (2), bamboo panel (3), cast-in-situ concrete layer (4), transverse prestress bundle (5) is common to be formed, it is characterized in that bamboo longeron (1) end face is provided with longeron recess (11) along bridge longitudinal separation, bamboo crossbeam (2) end face is interval with crossbeam recess (21) along bridge lateral, bamboo panel (3) end face is interval with longitudinal fluting (31) along bridge lateral, bamboo crossbeam (2) is connected by metal connecting piece (6) with bamboo longeron (1), bamboo panel (3) two ends are stretched in bamboo longeron (1) top concrete, cast-in-situ concrete layer (4) is built in bamboo longeron (1), bamboo crossbeam (2), the top of bamboo panel (3), and put in longeron recess (11), in crossbeam recess (21) and the longitudinal fluting (31), longeron recess (11), be provided with metalwork (7) in the crossbeam recess (21), bamboo longeron (1) end face place cast-in-situ concrete layer (4) thickness h 1 is not more than 1/3 of bamboo longeron (1) height h, transverse prestress bundle (5) is in bamboo crossbeam (2) inside, side or bottom surface are passed, and its two ends stretch-draw prestressing force also is anchored in the lateral surface of bridge lateral outermost bamboo longeron (1).
2. a kind of half assembled bamboo according to claim 1-Combined concrete bridge, it is characterized in that described metalwork (7) is metal ribs or metal tube making, lower part is anchored in bamboo longeron (1) or the bamboo crossbeam (2), and upper part is built in cast-in-situ concrete layer (4).
3. a kind of half assembled bamboo according to claim 1-Combined concrete bridge is characterized in that longeron recess (11), crossbeam recess (21) are rectangle, triangle or inverted trapezoidal.
4. a kind of half assembled bamboo according to claim 1-Combined concrete bridge, it is characterized in that transverse prestress bundle (5) can adopt a kind of of steel wire, steel strand, heat tempering bar or fiber bar, when transverse prestress bundle (5) was arranged at bamboo crossbeam (2) inside, bamboo crossbeam (2) should be reserved inner void.
5. a kind of half assembled bamboo according to claim 1-Combined concrete bridge, it is characterized in that metal connecting piece (6) is comprised of U-shaped support (61) and fixed head (62), the sidewall of U-shaped support (61) and fixed head (62) offer the bolt cavity.
6. a kind of half assembled bamboo according to claim 1-Combined concrete bridge, it is characterized in that cast-in-situ concrete layer (4) at the thickness at bamboo panel (3) top place less than the thickness at place, bamboo longeron (1) top, cast-in-situ concrete layer (4) inside is provided with longitudinal reinforcement (41), transverse reinforcement (42).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220551921 CN202830741U (en) | 2012-10-24 | 2012-10-24 | Semi-assembled type bamboo-concrete combined bridge |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220551921 CN202830741U (en) | 2012-10-24 | 2012-10-24 | Semi-assembled type bamboo-concrete combined bridge |
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| CN202830741U true CN202830741U (en) | 2013-03-27 |
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| CN 201220551921 Withdrawn - After Issue CN202830741U (en) | 2012-10-24 | 2012-10-24 | Semi-assembled type bamboo-concrete combined bridge |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102943434A (en) * | 2012-10-24 | 2013-02-27 | 南京林业大学 | Semi-assembly bamboo-concrete composite bridge |
| CN103614965A (en) * | 2013-12-09 | 2014-03-05 | 东南大学 | Bamboo wood and concrete combined bridge deck slab |
| CN105803919A (en) * | 2016-03-17 | 2016-07-27 | 河海大学 | Prefabricated assembling type steel-concrete combination bridge structure and installing method thereof |
| CN115627843A (en) * | 2022-10-26 | 2023-01-20 | 中国五冶集团有限公司 | Bamboo arch closure connecting structure and connecting method |
-
2012
- 2012-10-24 CN CN 201220551921 patent/CN202830741U/en not_active Withdrawn - After Issue
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102943434A (en) * | 2012-10-24 | 2013-02-27 | 南京林业大学 | Semi-assembly bamboo-concrete composite bridge |
| CN102943434B (en) * | 2012-10-24 | 2014-11-19 | 南京林业大学 | Semi-assembly bamboo-concrete composite bridge |
| CN103614965A (en) * | 2013-12-09 | 2014-03-05 | 东南大学 | Bamboo wood and concrete combined bridge deck slab |
| CN105803919A (en) * | 2016-03-17 | 2016-07-27 | 河海大学 | Prefabricated assembling type steel-concrete combination bridge structure and installing method thereof |
| CN115627843A (en) * | 2022-10-26 | 2023-01-20 | 中国五冶集团有限公司 | Bamboo arch closure connecting structure and connecting method |
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Legal Events
| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20130327 Effective date of abandoning: 20141119 |
|
| RGAV | Abandon patent right to avoid regrant |