CN110685211A - Full composite bridge and erection method - Google Patents
Full composite bridge and erection method Download PDFInfo
- Publication number
- CN110685211A CN110685211A CN201911105566.XA CN201911105566A CN110685211A CN 110685211 A CN110685211 A CN 110685211A CN 201911105566 A CN201911105566 A CN 201911105566A CN 110685211 A CN110685211 A CN 110685211A
- Authority
- CN
- China
- Prior art keywords
- bridge
- composite
- deck
- web
- slot
- 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
Links
- 239000002131 composite material Substances 0.000 title claims abstract description 149
- 238000000034 method Methods 0.000 title claims abstract description 18
- 238000009434 installation Methods 0.000 claims description 14
- 238000004519 manufacturing process Methods 0.000 abstract description 11
- 238000010276 construction Methods 0.000 abstract description 5
- 230000006872 improvement Effects 0.000 description 11
- 239000000463 material Substances 0.000 description 10
- 229910000831 Steel Inorganic materials 0.000 description 4
- 238000012986 modification Methods 0.000 description 4
- 230000004048 modification Effects 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 230000007797 corrosion Effects 0.000 description 3
- 238000005260 corrosion Methods 0.000 description 3
- 229910000838 Al alloy Inorganic materials 0.000 description 2
- 240000007182 Ochroma pyramidale Species 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000003733 fiber-reinforced composite Substances 0.000 description 2
- 239000006260 foam Substances 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 238000011160 research Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D1/00—Bridges in general
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a full composite bridge and an erection method, belonging to the technical field of bridges, wherein the full composite bridge comprises a bridge abutment, a composite bridge longitudinal beam, a composite bridge cross beam and a composite bridge deck; the composite bridge deck comprises two bridge head butt straps and at least one bridge deck standard section, wherein the bridge deck standard section comprises a top deck I, a bottom deck I, an inner web I and two outer webs I, and each outer web I is provided with a connecting groove I; the bridge head butt strap comprises a top panel II, a bottom panel II, an inner web II and an outer web II, wherein the outer web II is provided with a connecting groove II; and a bridge deck connecting beam I is arranged between the connecting groove II and the adjacent connecting groove I. The method for erecting the full composite bridge adopts the full composite bridge. The invention reduces the weight and the manufacturing cost of the bridge, reduces the construction difficulty and improves the erection speed.
Description
Technical Field
The invention belongs to the technical field of bridges, and particularly relates to a full composite bridge and an erection method.
Background
At present, the structure of the bridge in the prior art is mostly a concrete structure, a steel structure, an aluminum alloy structure and the like. The concrete structure bridge has high specific gravity, although the construction is convenient, the setting time is long, and the concrete can crack when stress is generated; although the steel structure bridge is convenient to construct and can be preformed, the steel structure has the defects of heavy self weight, poor maneuverability, more transport vehicles, high operation labor intensity and the like; although the aluminum alloy structure bridge has light specific gravity, the installation is inconvenient, time and labor are wasted and the cost is higher when the bridge has a large-span structure and a complex structure.
Fiber reinforced composite materials have the characteristics of light weight, high strength, corrosion resistance and the like, and the application of the composite materials in the engineering field is increasing day by day. Many projects in the prior art began to apply it to bridges, even large span bridges.
However, at present, most bridges only use fiber reinforced composite materials as auxiliary materials of the bridges, and the main bodies of the bridges still adopt steel structures or concrete upper structures, so that the self weight of the bridges is increased to a certain extent, the manufacturing cost is increased, and the erection difficulty is also increased. Therefore, in the bridge technology field, there is still a need for research and improvement on composite material bridges, which is also a research focus and emphasis in the bridge technology field at present and is the starting point of the present invention.
Disclosure of Invention
Therefore, the first technical problem to be solved by the invention is as follows: the bridge made of the full composite materials is provided, the weight and the manufacturing cost of the bridge are reduced on the premise of ensuring the bearing capacity, the construction difficulty is reduced, and the erection speed is increased.
As a technical concept, the second technical problem to be solved by the present invention is: provides a method for erecting a full composite bridge.
In order to solve the first technical problem, the technical scheme of the invention is as follows: a full composite bridge comprises at least two composite bridge longitudinal beams arranged between two bridge abutments, a plurality of composite bridge cross beams arranged on the composite bridge longitudinal beams at intervals and a composite bridge deck arranged on the composite bridge cross beams;
the composite material bridge deck comprises two bridge head butt straps and at least one bridge deck standard knot positioned between the two bridge head butt straps, wherein the bridge deck standard knot comprises a top deck I, a bottom deck I, an inner web I and two outer webs I, the inner web I and the two outer webs I are positioned between the top deck I and the bottom deck I, the two outer webs I are respectively positioned on two sides of the inner web I, and each outer web I is provided with a connecting groove I which protrudes inwards; the bridge head butt strap comprises a top panel II, a bottom panel II, an inner web II and an outer web II, wherein the inner web II and the outer web II are positioned between the top panel II and the bottom panel II;
the connecting groove II is adjacent to the connecting groove I, a bridge deck connecting beam I is arranged between the connecting grooves I, and when the standard sections of the bridge deck are more than two, the connecting grooves II are adjacent to each other, and a bridge deck connecting beam II is arranged between the connecting grooves I.
As an improvement, a slot I matched with the composite material bridge cross beam is formed in the bottom panel I; a half slot A is formed in each outer web I and located below the connecting slot I, a half slot B is formed in each outer web II and located below the connecting slot II, and a slot II matched with the composite material bridge cross beam is formed between each half slot B and the adjacent half slot A; when the standard sections of the bridge deck are more than two, a slot III matched with the composite material bridge cross beam is formed between every two adjacent half slots A.
As a further improvement, the composite material bridge beam is an I-shaped beam, and the slot I, the slot II and the slot III are all inverted T-shaped and are respectively matched with a top plate and a web plate of the I-shaped beam.
As an improvement, a plurality of sockets arranged at intervals are formed in the composite material bridge longitudinal beam, and the composite material bridge cross beam is inserted into the sockets.
As a further improvement, the composite bridge stringer is an i-shaped stringer, and the socket includes a transverse opening located on a top plate of the i-shaped stringer and an inverted T-shaped opening located on a web plate of the i-shaped stringer; the composite material bridge beam is an I-shaped beam, and a bottom plate and a web plate of the I-shaped beam penetrate through the socket.
As a further improvement, a first elastic piece is arranged between the contact surfaces of the composite bridge cross beam and the composite bridge longitudinal beam.
As an improvement, the abutment is provided with an installation groove matched with the end part of the composite material bridge longitudinal beam.
As a further improvement, a second elastic piece is arranged at the contact position of the composite material bridge longitudinal beam and the installation groove.
As an improvement, the connecting groove I and the connecting groove II are both in a dovetail groove shape.
In order to solve the second technical problem, the technical solution of the present invention is: the method for erecting the full composite bridge comprises the following steps:
(1) adopting concrete to construct the bridge abutments, and erecting the composite material bridge longitudinal beam between the two bridge abutments;
(2) mounting the composite bridge cross beam on the composite bridge longitudinal beam;
(3) installing the composite material bridge deck: arranging one bridge head butt strap on one side of the bridge abutment and installing the bridge face butt strap on the composite material bridge cross beam correspondingly, installing the bridge face standard knot on the composite material bridge cross beam correspondingly, installing the bridge face connecting beam I between the connecting groove II and the connecting groove I, when the bridge face standard knot is more than two, sequentially installing the rest bridge face standard knot on the composite material bridge cross beam correspondingly, installing the bridge face connecting beam II between the adjacent two connecting grooves I until all the bridge face standard knots are installed, finally arranging the other bridge head butt strap on the other side of the bridge abutment and installing the bridge face butt strap on the composite material bridge cross beam correspondingly, and installing the other bridge face connecting beam I between the connecting groove II and the adjacent connecting groove I.
After the technical scheme is adopted, the invention has the beneficial effects that:
according to the bridge and the erection method, as the bridge longitudinal beam, the bridge cross beam and the bridge deck are all made of the composite materials, the main body of the bridge is made of the composite materials, all components are light in weight and high in strength, the weight and the manufacturing cost of the bridge are greatly reduced, and meanwhile, the bridge is corrosion-resistant and low in maintenance cost; the composite material bridge deck is formed by assembling the bridge head butt strap, the bridge deck standard knot, the bridge deck connecting beam I and the bridge deck connecting beam II, so that the size of each component is small, the components are easy to carry and erect, the types of the components are few, the manufacturing is convenient, and the manufacturing cost is low; and because the bridge deck connecting beam I is arranged between the connecting groove II and the adjacent connecting groove I, when the number of the standard sections of the bridge deck is more than two, the bridge deck connecting beam II is arranged between the adjacent two connecting grooves I, the installation of the composite bridge deck is realized by adopting a splicing mode, the connection is reliable, and the erection speed is greatly improved. The full composite bridge and the erection method provided by the invention have the advantages that the weight and the manufacturing cost of the bridge are reduced, the construction difficulty is reduced and the erection speed is increased on the premise of ensuring the bearing capacity.
The bottom panel I is provided with a slot I matched with the composite material bridge cross beam; a slot II matched with the composite material bridge cross beam is formed between the half slot B and the adjacent half slot A; adjacent two form between half slot A with combined material bridge crossbeam matched with slot III, adopt the mode of pegging graft to realize like this the connection of combined material bridge deck board and combined material bridge crossbeam has further improved the speed of erectting.
Because the composite material bridge longitudinal beam is provided with the plurality of sockets arranged at intervals, and the composite material bridge cross beam is inserted in the sockets, the composite material bridge longitudinal beam and the composite material bridge cross beam are connected in an inserting mode, and the erection speed is further improved.
Because the first elastic piece is arranged between the contact surfaces of the composite material bridge cross beam and the composite material bridge longitudinal beam, the damage caused by stress concentration in the stress process is prevented; the second elastic piece is arranged at the contact position of the composite material bridge longitudinal beam and the installation groove, so that local stress concentration is reduced.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below. It should be apparent that the drawings in the following description are merely exemplary, and that other embodiments can be derived from the drawings provided by those of ordinary skill in the art without inventive effort.
The structures, ratios, sizes, and the like shown in the present specification are only used for matching with the contents disclosed in the specification, so that those skilled in the art can understand and read the present invention, and do not limit the conditions for implementing the present invention, so that the present invention has no technical significance, and any structural modifications, changes in the ratio relationship, or adjustments of the sizes, without affecting the functions and purposes of the present invention, should still fall within the scope covered by the contents disclosed in the present invention.
FIG. 1 is a perspective view of a full composite bridge according to an embodiment of the present invention;
FIG. 2 is a front projection view of FIG. 1;
FIG. 3 is a schematic diagram of the relative positions of an abutment, a composite longitudinal bridge beam, a composite transverse bridge beam, a bridge head butt plate, a bridge deck standard section, a bridge deck connecting beam I and a bridge deck connecting beam II provided by the embodiment of the invention;
FIG. 4 is a schematic view of a partial structure of a composite decking;
FIG. 5 is an enlarged view of a portion of FIG. 4 at A;
FIG. 6 is an enlarged schematic view of a standard section of the bridge deck;
FIG. 7 is an enlarged schematic view of the bridge end strap;
FIG. 8 is an enlarged schematic view of a deck connecting beam I;
FIG. 9a is a schematic structural view of a composite bridge stringer;
FIG. 9b is a side view of FIG. 9 a;
FIG. 9c is an enlarged view of a portion of FIG. 9B at B;
FIG. 9d is a partial perspective view of a composite bridge stringer;
FIG. 10 is a perspective view of an abutment;
FIG. 11 is an enlarged schematic view of another standard bridge deck section;
FIG. 12 is an enlarged schematic view of a standard section of a bridge deck;
in the figure: 1-abutment, 11-mounting groove, 2-composite bridge stringer, 21-spigot, 211-transverse opening, 212-inverted-T opening, 3-composite bridge beam, 4-composite bridge deck, 41-bridge head butt strap, 411-top deck II, 4111-top deck, 4112-bevel section, 412-bottom deck II, 413-inner web II, 4131-inclined deck III, 414-outer web II, 4141-connecting groove II, 4142-half slot B, 42-bridge deck standard knot, 421-top deck I, 422-bottom deck I, 4221-slot I, 423-inner web I, 4231-inclined deck I, 423 a-inner web I, 4232-inclined deck II, 423B-inner web I, 4233-upright deck I, 424-outer web I, 4241-connecting groove I, 4242-half slot A, 43-bridge deck connecting beam I, 44-bridge deck connecting beam II, 45-slot II.
Detailed Description
The present invention is described in terms of particular embodiments, other advantages and features of the invention will become apparent to those skilled in the art from the following disclosure, and it is to be understood that the described embodiments are merely exemplary of the invention and that it is not intended to limit the invention to the particular embodiments disclosed. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
In the present specification, the terms "front", "rear", "left", "right", "inner", "outer" and "middle" are used for the sake of clarity only, and are not intended to limit the scope of the present invention, and changes or modifications of the relative relationship between the terms and the corresponding parts are also regarded as the scope of the present invention without substantial changes in the technical contents.
As shown in fig. 1 to 3, a full composite bridge comprises two composite bridge stringers 2 arranged between two bridge abutments 1, fifteen composite bridge cross beams 3 installed on the composite bridge stringers 2 at intervals, and a composite bridge deck 4 installed on the composite bridge cross beams 3. It should be noted that the number of the composite bridge longitudinal beams 2 is not limited to two, and may also be three, four, and the like, and the number of the composite bridge cross beams 3 is also not limited to fifteen, and those skilled in the art may select other numbers according to actual needs, and details are not described herein.
As shown in fig. 1 and fig. 3 to 8, the composite bridge deck 4 includes two bridge end straps 41 and seven bridge deck standard joints 42 located between the two bridge end straps 41, the number of the bridge deck standard joints 42 is not limited to seven, and those skilled in the art can select other numbers according to actual needs, and the details are not repeated herein; the bridge deck standard knot 42 comprises a top deck I421, a bottom deck I422, an inner web I423 and two outer webs I424, wherein the inner web I423 and the two outer webs I424 are located between the top deck I421 and the bottom deck I422, the two outer webs I424 are respectively located on two sides of the inner web I423, in the embodiment, the inner web I423 comprises six inclined plate portions I4231 which are connected together, certainly, the number of the inclined plate portions I4231 is not limited to six, and other numbers can be selected by a person skilled in the art according to actual conditions, and are not described herein again; a triangular space is formed between each two adjacent inclined plate parts I4231 and the top panel I421 or the bottom panel I422; each outer web I424 is provided with an inwardly protruding connecting groove I4241, preferably, the connecting groove I4241 is in a dovetail groove shape, and of course, the shape of the connecting groove I4241 may also adopt other manners which can be realized by those skilled in the art, and details are not described herein. Preferably, the inner space formed by the inner web I423, the top panel I421 and the bottom panel I422 is filled with a sandwich material, and the sandwich material can be foam or balsa wood.
It should be noted that the shape of the inner web i 423 may also be set in other ways that can be realized by those skilled in the art, for example, as shown in fig. 11, the inner web i 423a includes five inclined plate portions ii 4232 arranged at intervals, of course, the number of the inclined plate portions ii 4232 is not limited to five, and those skilled in the art may select other numbers according to the actual situation; trapezoidal spaces are formed between the two adjacent inclined plate parts II 4232 and the top panel I421 and the bottom panel I422; for another example, as shown in fig. 12, the inner web i 423b includes seven upright plate portions i 4233 arranged at intervals, but the number of the upright plate portions i 4233 is not limited to seven, and those skilled in the art can select other numbers according to actual situations; a rectangular space is formed between two adjacent vertical plate parts I4233 and the top panel I421 and the bottom panel I422.
The bridge head attachment plate 41 comprises a top panel II 411, a bottom panel II 412, an inner web II 413 and an outer web II 414 which are positioned between the top panel II 411 and the bottom panel II 412, wherein the top panel II 411 comprises a top surface portion 4111 and a bevel portion 4112 connected with the bottom panel II 412, in the embodiment, the inner web II 413 comprises five bevel plate portions III 4131, of course, the number of the bevel plate portions III 4131 is not limited to five, and other numbers can be selected by a person skilled in the art according to actual conditions; it should be noted that, as an alternative, the inner web ii 413 may also include a plurality of upright plate portions ii arranged at intervals, and the shape of the inner web ii 413 may also be set in other ways that can be implemented by those skilled in the art, which are not described herein again; the outer web plate ii 414 is provided with an inwardly protruding connecting groove ii 4141, preferably, the connecting groove ii 4141 is in a dovetail groove shape, of course, the shape of the connecting groove ii 4141 may also adopt other manners that can be realized by those skilled in the art, and will not be described herein again. Preferably, the inner space formed by the inner web II 413, the top panel II 411 and the bottom panel II 412 is also filled with sandwich materials, and the sandwich materials can be selected from foam or balsa wood.
And a bridge deck connecting beam I43 is arranged between the connecting groove II 4141 and the adjacent connecting groove I4241, and when more than two bridge deck standard knots 42 are arranged, a bridge deck connecting beam II 44 is arranged between the two adjacent connecting grooves I4241.
In this way, the bridge longitudinal beam, the bridge cross beam and the bridge deck are all made of composite materials, so that the main body of the bridge is made of the composite materials, all components are light in weight and high in strength, the weight and the manufacturing cost of the bridge are greatly reduced, and meanwhile, the bridge is corrosion-resistant and low in maintenance cost; because the composite material bridge deck 4 is assembled by adopting the bridge head butt strap 41, the bridge deck standard knot 42, the bridge deck connecting beam I43 and the bridge deck connecting beam II 44, the size of each component is small, the transportation and erection are easy, the types of the components are few, the manufacture is convenient, and the manufacture cost is low; and the installation of the composite material bridge deck 4 is realized by adopting a splicing mode, the connection is reliable, and the erection speed is greatly improved.
In order to further improve the erection speed, the bottom panel I422 is provided with a slot I4221 matched with the composite material bridge beam 3; a half slot A4242 is formed in each outer web I424 and located below the connecting slot I4241, a half slot B4142 is formed in each outer web II 414 and located below the connecting slot II 4141, and a slot II 45 matched with the composite material bridge cross beam 3 is formed between each half slot B4142 and the adjacent half slot A4242; when the number of the bridge deck standard knots 42 is more than two, a slot III (not marked in the figure) matched with the composite material bridge cross beam 3 is formed between two adjacent half slots A4242, so that the composite material bridge deck 4 and the composite material bridge cross beam 3 are connected in an inserting mode. Of course, the composite bridge deck 4 and the composite bridge cross beam 3 may also be assembled by other methods such as bonding and fastener connection, but the connection reliability and the installation speed are not as fast as those of the plug-in manner, and are not described herein again.
In this embodiment, the composite material bridge beam 3 is an i-beam, and the slot i 4221, the slot ii 45 and the slot iii are all inverted T-shaped and respectively matched with a top plate and a web plate of the i-beam.
With reference to fig. 3, 9a, 9b, 9c, and 9d, in order to further increase the erection speed, fifteen sockets 21 are formed on the composite material bridge longitudinal beam 2 at intervals, and the composite material bridge transverse beam 3 is inserted into the sockets 21, so that the composite material bridge longitudinal beam 2 and the composite material bridge transverse beam 3 are connected in an insertion manner. Of course, the composite bridge longitudinal beam 2 and the composite bridge transverse beam 3 may also be assembled by other methods such as bonding and fastener connection, but the connection reliability and the installation speed are not as fast as those of the splicing method, and are not described herein again.
In the present embodiment, the composite bridge stringer 2 is an i-shaped stringer, and the socket 21 includes a transverse opening 211 on a top plate of the i-shaped stringer and an inverted T-shaped opening 212 on a web plate of the i-shaped stringer; the base and web of the i-beam pass through the spigot 21.
Preferably, a first elastic member is arranged between the contact surfaces of the composite material bridge cross beam 3 and the composite material bridge longitudinal beam 2, and the first elastic member is preferably a rubber strip (not shown in the figure) so as to prevent stress concentration from generating damage in the stress process. When the composite material bridge cross beam 3 is installed, a rubber strip can be installed at the contact position of the composite material bridge longitudinal beam 2 and the composite material bridge cross beam 3.
As shown in fig. 10, the abutment 1 is provided with an installation groove 11 matching with the end of the composite material bridge girder 2, in this embodiment, the installation groove 11 is a rectangular groove, and of course, as an alternative, the installation groove 11 may also be an i-shaped groove.
Preferably, a second elastic member is arranged at the contact position of the composite material bridge girder 2 and the installation groove 11, the second elastic member is preferably a rubber support (not shown in the figure) to reduce local stress concentration, and the rubber support can be installed at the contact position of the composite material bridge girder 2 on the abutment 1 before the composite material bridge girder 2 is erected.
The embodiment of the invention also discloses an erection method of the full composite bridge, which comprises the following steps:
(1) adopting concrete to construct the abutment 1, and erecting a composite material bridge girder 2 between the two abutments 1;
(2) mounting a composite bridge cross beam 3 on the composite bridge longitudinal beam 2;
(3) installing the composite material bridge deck 4: the method comprises the steps of placing one bridge head attachment plate 41 on one bridge abutment 1 on one side and installing the bridge head attachment plate on the corresponding composite bridge cross beam 3, installing bridge deck standard joints 42 on the corresponding composite bridge cross beam 3, installing bridge deck connecting beams I43 between connecting grooves II 4141 and adjacent connecting grooves I4241, sequentially installing the other bridge deck standard joints 42 on the corresponding composite bridge cross beam 3 when the number of the bridge deck standard joints 42 is more than two, installing bridge deck connecting beams II 44 between the adjacent two connecting grooves I4241 until all the bridge deck standard joints 42 are installed, finally placing the other bridge head attachment plate 41 on the other bridge abutment 1 on the other side and installing the other bridge deck connecting beams I43 on the other connecting groove II 4141 and the adjacent connecting grooves I4241.
In summary, the full composite bridge and the erection method provided by the embodiment of the invention reduce the weight and the manufacturing cost of the bridge, reduce the construction difficulty and improve the erection speed on the premise of ensuring the bearing capacity.
Although the invention has been described in detail above with reference to a general description and specific examples, it will be apparent to one skilled in the art that modifications or improvements may be made thereto based on the invention. Accordingly, such modifications and improvements are intended to be within the scope of the invention as claimed.
Claims (10)
1. A full composite bridge is characterized by comprising at least two composite bridge longitudinal beams arranged between two bridge abutments, a plurality of composite bridge cross beams arranged on the composite bridge longitudinal beams at intervals and a composite bridge deck arranged on the composite bridge cross beams;
the composite material bridge deck comprises two bridge head butt straps and at least one bridge deck standard knot positioned between the two bridge head butt straps, wherein the bridge deck standard knot comprises a top deck I, a bottom deck I, an inner web I and two outer webs I, the inner web I and the two outer webs I are positioned between the top deck I and the bottom deck I, the two outer webs I are respectively positioned on two sides of the inner web I, and each outer web I is provided with a connecting groove I which protrudes inwards; the bridge head butt strap comprises a top panel II, a bottom panel II, an inner web II and an outer web II, wherein the inner web II and the outer web II are positioned between the top panel II and the bottom panel II;
the connecting groove II is adjacent to the connecting groove I, a bridge deck connecting beam I is arranged between the connecting grooves I, and when the standard sections of the bridge deck are more than two, the connecting grooves II are adjacent to each other, and a bridge deck connecting beam II is arranged between the connecting grooves I.
2. The full composite bridge according to claim 1, wherein the bottom panel I is provided with a slot I matched with the composite bridge beam; a half slot A is formed in each outer web I and located below the connecting slot I, a half slot B is formed in each outer web II and located below the connecting slot II, and a slot II matched with the composite material bridge cross beam is formed between each half slot B and the adjacent half slot A; when the standard sections of the bridge deck are more than two, a slot III matched with the composite material bridge cross beam is formed between every two adjacent half slots A.
3. The full composite bridge according to claim 2, wherein the composite bridge beam is an i-beam, and the slot i, the slot ii and the slot iii are inverted T-shaped and respectively matched with a top plate and a web plate of the i-beam.
4. The full composite bridge according to claim 1, wherein the composite bridge longitudinal beam is provided with a plurality of sockets arranged at intervals, and the composite bridge cross beam is inserted into the sockets.
5. The full composite bridge according to claim 4, wherein the composite bridge stringer is an I-beam, the socket comprising a transverse opening in a top plate of the I-beam and an inverted T-shaped opening in a web of the I-beam; the composite material bridge beam is an I-shaped beam, and a bottom plate and a web plate of the I-shaped beam penetrate through the socket.
6. The full composite bridge according to claim 5, wherein a first elastic member is disposed between the contact surfaces of the composite bridge transverse beam and the composite bridge longitudinal beam.
7. The full composite bridge according to claim 1, wherein the abutment has an installation groove formed thereon for engaging with an end of the composite bridge girder.
8. The full composite bridge according to claim 7, wherein a second elastic member is disposed at a contact position of the composite bridge girder and the installation groove.
9. The full composite bridge according to any one of claims 1 to 8, wherein said attachment slots I and II are each dovetail shaped.
10. A method for erecting a full composite bridge, characterized in that the full composite bridge according to any one of claims 1 to 9 is adopted, comprising the following steps:
(1) adopting concrete to construct the bridge abutments, and erecting the composite material bridge longitudinal beam between the two bridge abutments;
(2) mounting the composite bridge cross beam on the composite bridge longitudinal beam;
(3) installing the composite material bridge deck: arranging one bridge head butt strap on one side of the bridge abutment and installing the bridge face butt strap on the composite material bridge cross beam correspondingly, installing the bridge face standard knot on the composite material bridge cross beam correspondingly, installing the bridge face connecting beam I between the connecting groove II and the connecting groove I, when the bridge face standard knot is more than two, sequentially installing the rest bridge face standard knot on the composite material bridge cross beam correspondingly, installing the bridge face connecting beam II between the adjacent two connecting grooves I until all the bridge face standard knots are installed, finally arranging the other bridge head butt strap on the other side of the bridge abutment and installing the bridge face butt strap on the composite material bridge cross beam correspondingly, and installing the other bridge face connecting beam I between the connecting groove II and the adjacent connecting groove I.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911105566.XA CN110685211A (en) | 2019-11-13 | 2019-11-13 | Full composite bridge and erection method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911105566.XA CN110685211A (en) | 2019-11-13 | 2019-11-13 | Full composite bridge and erection method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110685211A true CN110685211A (en) | 2020-01-14 |
Family
ID=69116515
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201911105566.XA Pending CN110685211A (en) | 2019-11-13 | 2019-11-13 | Full composite bridge and erection method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110685211A (en) |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202705895U (en) * | 2012-04-10 | 2013-01-30 | 北京市市政工程设计研究总院 | Truss lattice reinforcing support device for concrete bridge deck slab |
| CN105350445A (en) * | 2015-09-24 | 2016-02-24 | 中交第二航务工程局有限公司 | Novel efficient assembly-type reinforced concrete composite beam |
| JP5879452B1 (en) * | 2015-04-28 | 2016-03-08 | 新日鉄住金エンジニアリング株式会社 | Precast floor slab system, bridge structure, precast floor slab system design method, and bridge structure manufacturing method |
| CN106638259A (en) * | 2017-02-16 | 2017-05-10 | 上海市城市建设设计研究总院（集团）有限公司 | Upper structure of prefabricated cover-beam-free type combined steel plate bridge and assembling construction method of upper structure |
| CN206503063U (en) * | 2017-02-23 | 2017-09-19 | 河南省交通规划设计研究院股份有限公司 | Prefabricated assembled Wavelike steel webplate T beam bridges |
| CN107700351A (en) * | 2017-11-16 | 2018-02-16 | 宿迁市鹏辉混凝土构件有限公司 | A kind of waterproofing bridge floor paving structure |
| CN207846187U (en) * | 2018-03-16 | 2018-09-11 | 中交高新科技产业发展有限公司 | A kind of Wavelike steel webplate I-shaped composite beam bridge of maximum assembling |
| CN109594658A (en) * | 2018-12-25 | 2019-04-09 | 攀枝花学院 | Prefabricated components connection structure, Assembled wall panels and its construction method |
| CN211057583U (en) * | 2019-11-13 | 2020-07-21 | 中国人民解放军陆军工程大学 | Full composite bridge |
-
2019
- 2019-11-13 CN CN201911105566.XA patent/CN110685211A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202705895U (en) * | 2012-04-10 | 2013-01-30 | 北京市市政工程设计研究总院 | Truss lattice reinforcing support device for concrete bridge deck slab |
| JP5879452B1 (en) * | 2015-04-28 | 2016-03-08 | 新日鉄住金エンジニアリング株式会社 | Precast floor slab system, bridge structure, precast floor slab system design method, and bridge structure manufacturing method |
| CN105350445A (en) * | 2015-09-24 | 2016-02-24 | 中交第二航务工程局有限公司 | Novel efficient assembly-type reinforced concrete composite beam |
| CN106638259A (en) * | 2017-02-16 | 2017-05-10 | 上海市城市建设设计研究总院（集团）有限公司 | Upper structure of prefabricated cover-beam-free type combined steel plate bridge and assembling construction method of upper structure |
| CN206503063U (en) * | 2017-02-23 | 2017-09-19 | 河南省交通规划设计研究院股份有限公司 | Prefabricated assembled Wavelike steel webplate T beam bridges |
| CN107700351A (en) * | 2017-11-16 | 2018-02-16 | 宿迁市鹏辉混凝土构件有限公司 | A kind of waterproofing bridge floor paving structure |
| CN207846187U (en) * | 2018-03-16 | 2018-09-11 | 中交高新科技产业发展有限公司 | A kind of Wavelike steel webplate I-shaped composite beam bridge of maximum assembling |
| CN109594658A (en) * | 2018-12-25 | 2019-04-09 | 攀枝花学院 | Prefabricated components connection structure, Assembled wall panels and its construction method |
| CN211057583U (en) * | 2019-11-13 | 2020-07-21 | 中国人民解放军陆军工程大学 | Full composite bridge |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP6912132B2 (en) | Assembled wood steel composite node | |
| WO2021042757A1 (en) | Central column composite joints for folding floor slab and assembly method therefor | |
| CN211057583U (en) | Full composite bridge | |
| CN106930557B (en) | Conjoined structure building | |
| CN102628251A (en) | Truss structure of composite bridge | |
| CN106906896B (en) | Construction method of conjoined structure building | |
| CN110685211A (en) | Full composite bridge and erection method | |
| CN211172435U (en) | Assembly type node structure of PEC beam and H-shaped steel column in sleeve type connection | |
| CN111155709B (en) | Assembled roof truss system | |
| CN104674949A (en) | Portable shelter | |
| CN204456438U (en) | Prefabricated house | |
| CN209114604U (en) | One kind is for rolling girder steel and the rigidly connected node structure of steel column and Housing Structure System | |
| CN216380109U (en) | Assembled double-steel-plate shear wall with embedded space steel truss | |
| CN214614900U (en) | Corrosion-resistant truss floor carrier plate with high strength | |
| CN214329275U (en) | Connecting node structure of continuous box type crane beam and lattice type column | |
| CN211922992U (en) | Reticulated shell structure | |
| CN211057584U (en) | Urban rail transit combination beam | |
| CN211396005U (en) | Cross end plate type semi-rigid wood structure node suitable for high-rise building | |
| US20020124521A1 (en) | Wooden trussed structural systems, such as frameworks, bridges, floors | |
| CN106894572A (en) | A kind of honeycombed sheet type building and its construction method | |
| CN111236432A (en) | Reticulated shell structure | |
| CN212200017U (en) | Pedestrian truss bridge with topological optimization composite material structure | |
| CN212001717U (en) | Assembling structure between assembled structure walls | |
| CN218091288U (en) | Assembled steel structure connecting node | |
| CN111946100B (en) | Steel-wood combined modular ecological building |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |