CN209703284U - The connection structure and pier beam construction of novel suspension type monorail bridge pier and track girder - Google Patents

Abstract

The utility model discloses the connection structures and pier beam construction of a kind of novel suspension type monorail bridge pier and track girder, wherein connection structure includes the hanging box being equipped on bridge pier and the bracket being equipped on track girder, hanging box bottom is equipped with support mounting base, bracket is mounted in support mounting base by support, support includes upper bracket plate and lower support plate, sliding seat is equipped between upper bracket plate and lower support plate, longitudinal limiting device is also equipped on support, there are gaps between longitudinal limiting device and lower support plate, gap vertically move support can in interstice coverage, when the length travel of support is more than gap, longitudinal limiting device can limit support.The utility model solves the stringent limitation standardized for suspension type monorail bridge pier pier displacement, can reduce bridge pier pier shaft section, greatly save project cost.

Description

The connection structure and pier beam construction of novel suspension type monorail bridge pier and track girder

Technical field

The utility model relates to suspension type monorail technical field, in particular to a kind of novel suspension type monorail bridge pier and rail The connection structure and pier beam construction of road beam.

Background technique

Safe and effective connection between suspension type monorail bridge pier and track girder is the important link of suspension type monorail design. Usually, it can be attached by bolt between suspension type monorail bridge pier and track girder, bolt connection is simple with structure, pacifies Fill convenient advantage.As shown in Figure 1, being equipped with stiffening plate 2 in 1 end of track girder, it is provided with pin hole 6 in stiffening plate 2, in Y type Bridge pier 3 is equipped with platform sling 4, pin hole 6 also is provided on platform sling 4, and be connected with stiffening plate 2 by bolt 5.But it is actually using In, bolt-type connection gradually manifests various deficiencies, first is that, stiffening plate 2 and track girder 1 use solder design, due in outstanding It hangs in structure, the weld seam tension of stiffening plate 2 and track girder 1, discontinuity, the larger situation of local stress occurs, fatigue Outstanding problem；Second is that installing level in view of domestic steel construction level of processing and construction team, needed in construction raw to steel construction The deviation generated in production and installation process is remedied, and the adjustable extent very little of bolt connection, and adjusts inconvenience.Meanwhile 4 general thickness of platform sling of bolt-type connection refers to " iron when domestic suspension type monorail Steel Structural Design at present more than 75mm Road and bridge joist steel code for structural design " TB 10091-2017, the maximum gauge of plate is not to be exceeded under the conditions of this specification regulation is various 50mm, it is clear that need to break through this specification when using bolt-type, bring great difficulty to actual design.To solve the above-mentioned problems, It is necessary to research and develop the connection structure of a kind of novel suspension type monorail bridge pier and track girder.

Utility model content

The purpose of the utility model is to overcome the above-mentioned deficiencies in the presence of the prior art, provide a kind of novel suspension The connection structure and pier beam construction of formula single track bridge pier and track girder.

In order to achieve the above-mentioned object of the invention, the utility model provides following technical scheme:

A kind of connection structure of novel suspension type monorail bridge pier and track girder, including the hanging box that is equipped on bridge pier and The bracket being equipped on track girder, the hanging box bottom are equipped with support mounting base, and the bracket is mounted on described by support In support mounting base, the support includes upper bracket plate and lower support plate, is equipped with and slides between the upper bracket plate and lower support plate Dynamic seat is also equipped with longitudinal limiting device on the support, between the longitudinal limiting device and the lower support plate there are Gap, the gap vertically move the support can in interstice coverage, between the length travel of support is more than described When gap, the longitudinal limiting device can limit the support.

The utility model will be attached between bridge pier and track girder by support, and the bracket of track girder is in compression shape State, stress is more rationally reliable, and seat structure power transmission is more uniform, overcomes that local stress in bolt connection is larger, tired asks Inscribe deficiency outstanding.The bearing capacity range of the utility model is wide, and safety, durability and the road-ability of structure are superior to Bolt connection, is applicable to straight, curved line simply supported beam and the big span continuous beam of straight, curved line.

More importantly it is additionally provided with certain gap between the longitudinal limiting device and lower support plate of the utility model, The gap allows support to be moved freely in a certain range of bridge longitudinal direction, the free-moving range respective carter Liang Wen Spend longitudinal Free Transform under load and Vehicle Load；And support length travel is when being more than the gap, it is right at this time The length travel of Braking lower railway beam is answered, longitudinal limiting device again can limit track girder, i.e., in braking masterpiece With it is lower by support at longitudinal " locked ".The mentality of designing of the utility model support is exactly under Braking, by support It is limited, " locked ", suspension type monorail bridge pier is connected, brake force is transferred to the bridge pier in vehicle forward direction, by Several bridge piers bear brake force simultaneously, solve the stringent limitation standardized for suspension type monorail bridge pier pier displacement, so that The pier displacement of all bridge piers is all satisfied code requirement, can reduce bridge pier pier shaft section, greatlys save project cost, reduces bridge pier Space occupied, and improve structure landscape effect, play the role of to the popularization of suspension type monorail structure vital.

Preferably, the longitudinal limiting device includes the adjusting seat being equipped in the lower support plate bottom, in the adjustment Several bolt mounting bases that seat is equipped with are equipped with pushing tow between each bolt mounting base and the side of the lower support plate Plate, the side interval 5mm-20mm of the push plate and the lower support plate, the push plate and the bolt mounting base bolt. Push plate and lower support plate remain certain gap, which makes support a certain amount of move freely model longitudinally having It encloses, and once the length travel of support beyond behind the gap, push plate can hold out against lower support plate, realize longitudinal spacing and girder falling Function, while brake force is transferred to next bridge pier.

Preferably, the longitudinal limiting device can also be adjusted the longitudinally mounted position of support, specifically, the top Multiple adjusting gaskets are additionally provided between push plate and bolt mounting base, it is preferred that all adjusting gaskets be include that there are many not The adjusting gasket of stack pile size.By adjusting the quantity of two sides adjusting gasket, longitudinally mounted deviation can be remedied in time, Greatly improve the installation accuracy of track girder.

Preferably, the connection structure further includes the lateral tune that transverse direction, vertical adjustment can be carried out respectively to the support Regulating device and vertical adjustment device, can be in time to various lateral, vertical installations by lateral adjustment device and vertical adjustment device Deviation is remedied, and the installation accuracy of track girder is greatly improved.

Preferably, the lateral adjustment device includes the adjusting seat being equipped in the lower support plate bottom, in the adjustment Several bolt mounting bases that seat is equipped with are equipped with several between each bolt mounting base and the side of the lower support plate A adjusting gasket and push plate, the push plate hold out against the lower support plate, the bolt mounting base, adjusting gasket and push plate On be equipped with bolt hole, and be attached by adjusting bolt, one end of the adjustment bolt is fixed in the push plate, institute The other end for stating adjustment bolt is locked by locking nut.

In support installation process, the adjusting gasket for needing moving direction only need to be taken out, is adjusted to the other side Realize lateral adjustment, and push plate holds out against seat board under support always, realizes support limit, realizes girder falling function.Using tune The form for saving gasket carries out lateral adjustment, is not only simple in structure, easy to adjust, and the horizontal force for adjusting rear support is reliable.

Preferably, the lower support plate is equipped with rectangular recess, and the shape of the rectangular recess is mutually fitted with the push plate Match, and is also equipped with stainless steel plate one and tetrafluoro draw runner between the rectangular recess and push plate.Push plate passes through rectangular recess Partly it is embedded into lower support plate, can preventing support, adjusting gasket is bounced in use.

Preferably, the vertical adjustment device includes several the preset steel plates being equipped at the top of the upper bracket plate, is led to Cross the quantity for adjusting preset steel plate, the vertical installation site of adjustable track girder.

Preferably, the preset steel plate be include prefabricated steel there are many different-thickness size, be conveniently adjusted to accurate Installation site.

Preferably, the circumferential direction of the upper bracket plate is additionally provided with downwardly convex limited block, and limited block plays girder falling Effect.

Preferably, the limited block and the upper bracket plate are an integral molding structure or assembling combination structure.

Preferably, plane slide plate is equipped between the sliding seat and upper bracket plate, between the sliding seat and lower support plate It is equipped with spherical slide plate, to realize the rotation and sliding of support.

Preferably, the bracket and track girder are welded to connect, the support mounting base and the bridge pier detachable connection.

The invention also discloses a kind of suspension type monorail pier beam construction, including bridge pier, track girder and both it is located at Between the novel suspension type monorail bridge pier and track girder of one kind connection structure.The utility model will be between bridge pier and track girder It is attached by support, the bracket of track girder is in pressured state, and stress is more rationally reliable, and seat structure power transmission is more equal It is even, overcome in bolt connection that local stress is larger, fatigue problem deficiency outstanding.

Compared with prior art, the utility model has the beneficial effects that

The utility model will be attached between bridge pier and track girder by support, and the bracket of track girder is in compression shape State, stress is more rationally reliable, and seat structure power transmission is more uniform, overcomes that local stress in bolt connection is larger, tired asks Deficiency outstanding is inscribed, and support also has the advantages that three-dimensional is adjustable in the utility model, it is easy to adjust, it can be in time to various installations Deviation is remedied, and the installation accuracy of track girder is substantially increased.The bearing capacity range of the utility model is wide, and the safety of structure Property, durability are superior to bolt with road-ability and connect, and are applicable to straight, curved line simply supported beam and the big span continuous beam of straight, curved line.

More importantly the utility model is indulged after longitudinal limiting device is to the lengthwise position adjustment of support To being additionally provided with certain gap between limiting device and lower support plate, the gap allow support in a certain range of bridge longitudinal direction into Row moves freely, and longitudinal direction of the free-moving range respective carter beam under temperature load and Vehicle Load freely becomes Shape；And support length travel corresponds to the length travel of Braking lower railway beam when being more than the gap at this time, it is longitudinal Limiting device again can limit track girder, i.e., by support at longitudinal " locked " under Braking.The utility model branch The mentality of designing of seat is exactly that by being limited to support, " locked ", suspension type monorail bridge pier is carried out under Braking Brake force, is transferred to the bridge pier in vehicle forward direction by series connection, bears brake force simultaneously by several bridge piers, solves specification pair In the stringent limitation of suspension type monorail bridge pier pier displacement, so that the pier displacement of all bridge piers is all satisfied code requirement, can subtract Small bridge pier pier shaft section, greatlys save project cost, reduces the space occupied of bridge pier, and improve the landscape effect of structure, right The popularization of suspension type monorail structure is played the role of vital.

Detailed description of the invention:

Fig. 1 is the structural schematic diagram of the connection of bolt described in background technique.

It is marked in Fig. 1: 1- track girder, 2- stiffening plate, 3- bridge pier, 4- platform sling, 5- bolt, 6- pin hole.

The deformation schematic diagram of suspension type monorail when Fig. 2 is pier receiving brake force where only considering hold-down support.

The deformation schematic diagram of suspension type monorail when Fig. 3 is other bridge piers that brake force is transferred to vehicle forward direction.

Fig. 4 is the structure of the connection structure of the novel suspension type monorail bridge pier of one kind described in the utility model and track girder Schematic diagram.

Fig. 5 is sectional view of the support described in the utility model in direction across bridge.

Fig. 6 be support described in the utility model vertical bridge to sectional view.

Fig. 7 is the partial enlarged view of lateral adjustment device described in the utility model.

Fig. 8 is the partial enlarged view of longitudinal limiting device described in the utility model.

It is marked in Fig. 2-Fig. 8: 1- bridge pier, 2- track girder, 3- hanging box, 4- support mounting base, 5- bracket, 6- support, on 7- Support plate, 8- lower support plate, 9- sliding seat, 10- plane slide plate, 11- spherical slide plate, 12- adjusting seat, 13- bolt mounting base, 14- adjusting gasket, 15- push plate, 16- adjustment bolt, 17- locking nut, 18- stainless steel plate one, 19- tetrafluoro draw runner, 20- Rectangular recess, the preset steel plate of 21-, 22- limited block, 23- polyethylene sliding plate, 24- stainless steel plate two, 25- stainless steel plate three, 26- Hold-down support, 27- longitudinally-moving support.

Specific embodiment

The utility model is described in further detail below with reference to test example and specific embodiment.But it should not be by this The range for being interpreted as the above-mentioned theme of the utility model is only limitted to embodiment below, all to be realized based on the content of the present invention Technology belongs to the scope of the utility model.

Suspension type monorail traffic system is a kind of railway traffic system, and there are no operation lines to build up at home at present, Its bridge pier is generally steel structure pier, and reinforced concrete bridge pier is more rare, and height is higher in rail level than other kinds of bridge High 6m or more (Vehicle suspension is under beam body) under unanimous circumstances is spent, therefore bridge pier is integrally relatively high, generally in urban district Bridge pier height is in 14m~17m under normal circumstances, because this kind of standard is required to comparatively strictly landscape, investment and land occupation etc., Therefore general pier section is also smaller, under normal circumstances, domestic existing vehicle in 3 marshallings, 30m across freely supported structure its bridge pier Sectional dimension should be less than 1m × 1m, at this point, the spring level displacement of bridge pier pier top longitudinal direction can not under longitudinal load effect Meet the requirement of the domestic standard formulated at present.

Before " suspension type monorail traffic design standard " (in August, 2018) is not promulgated, bridge pier is usually suspension type monorail It is designed using strength control, principle mainly has two, first is that guaranteeing knot according to " railroad bridge Code for design of steel structures " requirement Intensity, stability and fatigue behaviour of structure etc. do not control the deformation of bridge pier, but must guarantee that each component of structure can normally make With；Second is that guaranteeing driving comfort level requirement using vehicle-bridge interaction analysis.The reason of considering in this way is suspension type monorail knot Structure and conventional railway bridge have essential difference, it is believed that and suspension type monorail bogie is built within bridge rail spar-box body, Be not in the derailment occurring generated because pier displacement is excessive, as long as therefore structure safety, vehicle safely, meanwhile, cannot Because the rigidity of structure is insufficient, comfort of passenger is caused to can not meet requirement.At this point, by the average high 15m of pier, girder span 30m (suspension Formula single track simply supported beam girder span is generally up to 30m, and beam just sharply increases when 30m or more, more wastes, also influences landscape and increase Difficulty of construction etc.), the case where 3 vehicles marshallings, calculates, and the sectional dimension of bridge pier is about 0.9m × 0.9m, can meet above want It asks.

But the domestic suspension type monorail design standard formally promulgated has Sichuan Province's provincial standard " suspension type now Monorail transit design standard ", other include existing such as the suspension type monorail traffic design standard that rail traffic association writes The stage is consulted on, whichsoever standard all provides that the spring level displacement of the bridge pier pier top longitudinal direction in the case where longitudinal force acts on is answered Meet:(wherein, L is span).In the case where such pier top is limited along bridge to displacement, the sectional dimension of bridge pier is in pier height When 15m, with under above-mentioned same case, the change in size of steel pier is 2.3m × 0.9m, and sectional dimension than pressing intensity originally Big 2 times or more when control design case, at this point, only the project amount of bridge pier increases 180% or more, and pier Gao Yue great, section Size is bigger.And suspension type monorail is completely elevated bridge, every kilometer of a minimum of 34 bridge pier is practical far more than the value, because The current linear beam of suspension type monorail can accomplish 30m across but camber beam maximum is across generally only 25m, suspension type monorail are different In other traffic standards, great advantage be curve can flexible arrangement, therefore, line alignment is generally with adaptation to the ground requirement Standard, curve accounting is larger, and general 50% or more.

The appearance of design standard brings detrimental effects to the popularization of this newborn traffic standard of suspension type monorail, through surveying It calculates, the bridge being designed using this standard did not promulgated the preceding bridge designed using strength control, project cost than originally standardizing Every kilometer about increases by 13,000,000 RMB (not comprising the increased expense in basis), meanwhile, detrimental effects are brought to landscape.

As shown in Fig. 2, suspension type monorail is according to conventional railway, highway, municipal administration or the letter of other kinds of rail traffic bridge Strutbeam design method is designed, and hold-down support 26 is arranged in one end of simply supported beam, longitudinal living in the other end setting of simply supported beam Dynamic support 27, the activity of longitudinally-moving support 27 have to be larger than the displacement of longitudinal force generation, guarantee longitudinally-moving support 27 Energy Free Transform, the longitudinal forces overwhelming majority such as brake force are transferred to 26 place bridge pier 1 of hold-down support under longitudinal force effect, longitudinal 27 place bridge pier 1 of movable bearing support is only assigned to few longitudinal force because the coefficient of friction of longitudinally-moving support is smaller, and when design is past It is born toward longitudinal force is safely relatively thought of as only 26 place bridge pier 1 of hold-down support.At this point, being acted in longitudinal forces such as brake force Under, do not consider that longitudinally-moving support 27 resists horizontal force action, meanwhile, bridge pier 1 is controlled using Intensity Design, is calculated solid 1 pier top vertical equity of bridge pier displacement where determining support 26 is Δ₁, Δ at this time₁Value is typically much deeper thanSpecification is unsatisfactory for want It asks.

To solve the above-mentioned problems, the utility model proposes a kind of schemes, as shown in figure 3, main thought is suspension type Single track beam body energy Free Transform under temperature load effect, and camber beam can longitudinal Free Transform (this under Vehicle Load Two kinds of frequency of loading action are higher, have an impact if limitation to 27 durability of longitudinally-moving support), it is right under Braking 2 longitudinally-moving of track girder is constrained, by longitudinally-moving support 27 " locked ", suspension type monorail bridge pier 1 is excessive in longitudinal force Brake force, is transferred to the bridge pier 1 in vehicle forward direction, so that the brake force of all bridge piers 1 is in reasonable model by Shi Jinhang series connection In enclosing, at this point, the pier displacement Δ being calculated₂=Δ₁/ n (n is the number for transmitting the bridge piers of longitudinal forces such as brake force), meets Pier displacementThis is with respect to excessively strict requirements for suspension type monorail.Therefore, longitudinal under this mentality of designing Movable bearing support 27 will also have certain longitudinal direction to move freely displacement and longitudinal braking function simultaneously.For this purpose, this is practical new Type specially devises a kind of novel longitudinally-moving support, i.e., following supports 6, and longitudinal direction move freely displacement and longitudinal direction Braking function is realized by longitudinal limiting device.

Emphasis illustrates the connection structure of a kind of novel suspension type monorail bridge pier and track girder below, as shown in figure 4, including Bridge pier 1 and track girder 2, the bridge pier 1 are equipped with hanging box 3, and 3 bottom of hanging box is equipped with support mounting base 4, the track girder 2 Top bracket 5 is installed, the bracket 5 is mounted in the support mounting base 4 by support 6.The bracket 5 and track girder 2 are welded to connect, and the support mounting base 4 passes through bolt detachable connection with the bridge pier 1.

As shown in Fig. 5-Fig. 6, the support 6 includes upper bracket plate 7 and lower support plate 8, the upper bracket plate 7 and lower branch It is equipped with sliding seat 9 between seat board 8, plane slide plate 10 and stainless steel plate 3 25 are equipped between the sliding seat 9 and upper bracket plate 7, Spherical slide plate 11 is equipped between the sliding seat 9 and lower support plate 8.The circumferential direction of the upper bracket plate 7 is additionally provided with downwardly convex Limited block 22, the limited block 22 is an integral molding structure with the upper bracket plate 7, plays anti-fall beam effect.Further, Lateral adjustment device, longitudinal limiting device and vertical adjustment device are additionally provided on the support 6, the lateral adjustment device is indulged Lateral, longitudinal, the vertical installation site of the support 6 is adjusted respectively to limiting device and vertical adjustment device, and institute It states there are gap between longitudinal limiting device and the lower support plate 8, the gap makes the support 6 can be in interstice coverage It is inside vertically moved, when the length travel of the support 6 is more than the gap, the longitudinal limiting device can be to the branch Seat 6 is limited.

As shown in fig. 7, the lateral adjustment device includes the adjusting seat 12 being equipped in 8 bottom of lower support plate, it is described Polyethylene sliding plate 23 and stainless steel plate 2 24 are equipped between lower support plate 8 and adjusting seat 12.Along bridge in the adjusting seat 12 Two bolt mounting bases 13 are transversely provided with, the bolt mounting base 13 is an integral molding structure part with the adjusting seat 12.Each Several adjusting gaskets 14 and push plate 15 are equipped between the bolt mounting base 13 and the side of the lower support plate 8, it is described Push plate 15 holds out against the lower support plate 8, and the adjusting gasket 14 includes multi-thickness size, the bolt mounting base 13, It is equipped with bolt hole in adjusting gasket 14 and push plate 15, and is attached by adjusting bolt 16, the adjustment bolt 16 One end be fixed in the push plate 15, the other end of the adjustment bolt 16 is locked by locking nut 17.It is described Rectangular recess 20 is additionally provided in lower support plate 8, the shape of the rectangular recess 20 is adapted with the push plate 15, push plate 15 Partly it is embedded into the lower support plate 8, and is also equipped with one 18 He of stainless steel plate between the rectangular recess 20 and push plate 15 Tetrafluoro draw runner 19.

As shown in figure 8, the longitudinal limiting device includes the adjusting seat 12 being equipped in 8 bottom of lower support plate, in institute It states and is longitudinally set along bridge there are two bolt mounting base 13 in adjusting seat 12, the bolt mounting base 13 is with the adjusting seat 12 Integrated formed structure part.Several spacers are equipped between each bolt mounting base 13 and the side of the lower support plate 8 Piece 14 and push plate 15, the adjusting gasket 14 include multi-thickness size, the push plate 15 and the lower support plate 8 Side interval d=5mm-20mm is equipped with bolt hole in the bolt mounting base 13, adjusting gasket 14 and push plate 15, and leads to It crosses adjustment bolt 16 to be attached, one end of the adjustment bolt 16 is fixed in the push plate 15, the adjustment bolt 16 other end is locked by locking nut 17.

In support installation process, when being adjusted to horizontal and vertical installation site, it need to only take out and need moving direction Adjusting gasket, be adjusted to the other side, laterally/longitudinal adjustment can be realized.It is carried out in the form of adjusting gasket horizontal To/longitudinal adjustment, it is not only simple in structure, it is easy to adjust, and the horizontal force for adjusting rear support is reliable.

The vertical adjustment device includes several the preset steel plates 21 being equipped at the top of the upper bracket plate 7, described pre- Setting steel plate 21 may include a variety of different thickness, and the quantity by adjusting the preset steel plate 21 is come to the vertical of track girder Installation site is adjusted.

The present embodiment also discloses a kind of suspension type monorail pier beam construction, including bridge pier 1, track girder 2 and both is located at Between the novel suspension type monorail bridge pier and track girder of one kind connection structure.

The connection of suspension type monorail bridge pier and track girder is carried out using seat structure described in the utility model, not only structure Simply, rationally, reliably, and spherical surface stress, power transmission is uniform, and bearing capacity range is wide (500N-2500N), is applicable to straight, curved line letter Strutbeam and the big span continuous beam of straight, curved line, when live loading, support deformation is minimum, can reliably guarantee the ride comfort of vehicle operation, More importantly support has the adjustable function of three-dimensional, and indulging bridge displacement-adjustable is ± 20mm, and cross-bridges displacement-adjustable is ± 15mm, erects It is -30~+40mm to height-regulating amount.

Above embodiments are only to illustrate the utility model and not limit technical solution described in the utility model, to the greatest extent Pipe this specification has been carried out detailed description to the utility model referring to above-mentioned each embodiment, but the utility model not office It is limited to above-mentioned specific embodiment, therefore any pair of the utility model is modified or equivalent replacement；And all do not depart from it is practical The technical solution and its improvement of novel spirit and scope, should all cover in the scope of the claims of the utility model.

Claims (10)

1. the connection structure of novel suspension type monorail bridge pier and track girder, which is characterized in that include that bridge pier (1) is equipped with Hanging box (3) and the bracket (5) being equipped on track girder (2), hanging box (3) bottom is equipped with support mounting base (4), described Bracket (5) is mounted on the support mounting base (4) by support (6), and the support (6) includes upper bracket plate (7) He Xiazhi Seat board (8) is equipped with sliding seat (9) between the upper bracket plate (7) and lower support plate (8), is also equipped on the support (6) vertical To limiting device, there are gap between the longitudinal limiting device and the lower support plate (8), the gap makes the support (6) it can be vertically moved in interstice coverage, when the length travel of the support (6) is more than the gap, the longitudinal direction Limiting device can limit the support (6).

2. the connection structure of novel suspension type monorail bridge pier and track girder according to claim 1, which is characterized in that institute It states longitudinal limiting device and is included in the adjusting seat (12) that the lower support plate (8) bottom is equipped with, set on the adjusting seat (12) Several bolt mounting bases (13) having, set between each bolt mounting base (13) and the side of the lower support plate (8) Have push plate (15), the side interval 5mm-20mm of the push plate (15) and the lower support plate (8), the push plate (15) It is bolted with the bolt mounting base (13).

3. the connection structure of novel suspension type monorail bridge pier and track girder according to claim 2, which is characterized in that institute It states and is additionally provided with multiple adjusting gaskets (14) between push plate (15) and bolt mounting base (13).

4. the connection structure of novel suspension type monorail bridge pier and track girder according to claim 3, which is characterized in that institute Have the adjusting gasket (14) be include adjusting gasket (14) there are many different-thickness size.

5. the connection structure of novel suspension type monorail bridge pier and track girder according to claim 1, which is characterized in that institute The circumferential direction for stating upper bracket plate (7) is additionally provided with downwardly convex limited block (22).

6. the connection structure of -5 any novel suspension type monorail bridge piers and track girder according to claim 1, feature Be, the connection structure further include the support (6) can be carried out respectively laterally, the lateral adjustment device of vertical adjustment and Vertical adjustment device.

7. the connection structure of novel suspension type monorail bridge pier and track girder according to claim 6, which is characterized in that institute It states lateral adjustment device and is included in the adjusting seat (12) that the lower support plate (8) bottom is equipped with, set on the adjusting seat (12) Several bolt mounting bases (13) having, set between each bolt mounting base (13) and the side of the lower support plate (8) There are several adjusting gaskets (14) and push plate (15), the push plate (15) holds out against the lower support plate (8), the bolt peace It is equipped with bolt hole in dress seat (13), adjusting gasket (14) and push plate (15), and is attached by adjusting bolt (16), institute The one end for stating adjustment bolt (16) is fixed on the push plate (15), and the other end of the adjustment bolt (16) passes through locking screw Female (17) are locked.

8. the connection structure of novel suspension type monorail bridge pier and track girder according to claim 7, which is characterized in that institute Lower support plate (8) are stated equipped with rectangular recess (20), the shape of the rectangular recess (20) is adapted with the push plate (15), And stainless steel plate one (18) and tetrafluoro draw runner (19) are also equipped between the rectangular recess (20) and push plate (15).

9. the connection structure of novel suspension type monorail bridge pier and track girder according to claim 6, which is characterized in that institute It states vertical adjustment device and is included in several the preset steel plates (21) being equipped at the top of the upper bracket plate (7).

10. suspension type monorail pier beam construction, which is characterized in that including bridge pier (1), track girder (2) and positioned there between The connection structure of novel suspension type monorail bridge pier and track girder as described in claim 1-9 is any.