CN214737322U - Assembled mound roof beam concreties structure - Google Patents

Assembled mound roof beam concreties structure Download PDF

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Publication number
CN214737322U
CN214737322U CN202120135926.7U CN202120135926U CN214737322U CN 214737322 U CN214737322 U CN 214737322U CN 202120135926 U CN202120135926 U CN 202120135926U CN 214737322 U CN214737322 U CN 214737322U
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China
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pier
consolidation
stiffening ribs
force transmission
concreties
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CN202120135926.7U
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Inventor
张建芝
蒋凯
刘文武
范忠焕
蔡佳骏
王晓峰
李方韬
许导
何震
李俊
胡振
郑建民
颜浩云
盛康
赵胤智
李玉美
余海堂
陈伟超
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China Railway Siyuan Survey and Design Group Co Ltd
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China Railway Siyuan Survey and Design Group Co Ltd
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Abstract

The utility model relates to an assembled mound roof beam concreties and constructs, concreties and passes power support including girder, pier and mound roof beam, and the mound roof beam concreties and passes power support include concreties the roof with the dowel frame of girder assembly, concreties the bottom plate and concreties roof and the dowel frame concreties a plurality of stiffening ribs that the bottom plate is connected as an organic whole with the dowel frame of pier assembly. The utility model realizes the assembly connection between the main beam and the pier through the steel structure force transfer bracket system of the pier beam consolidation force transfer bracket, which is convenient for construction and saves construction period, and the whole consolidation structure has stronger vertical connection rigidity and horizontal connection rigidity; the pier beam consolidation force transmission support adopts a stiffening rib as a force transmission structure, and can prevent the condition that the pier is damaged due to the fact that a large horizontal force is transmitted to the pier on the basis of realizing vertical force transmission. The pier-beam consolidation structure has the advantages of clear force transmission path, convenience in processing, convenience in transportation and installation of components, simplicity in assembly, convenience in field assembly and short construction period.

Description

Assembled mound roof beam concreties structure
Technical Field
The utility model belongs to the technical field of bridge engineering, concretely relates to assembled mound roof beam concreties structure.
Background
In order to relieve the traffic pressure in cities, a large number of urban viaducts are built in many cities. Constructing the urban viaduct mainly adopts a prestressed concrete cast-in-place box girder structure; along with the development of cities, the defects that the urban traffic is greatly influenced and traffic jam is easily caused during the construction of the cast-in-place box girder are more and more obvious.
The steel structure has good performance, light self weight and good durability; the steel has higher tensile strength, compression strength and shear strength, and simultaneously has good plasticity and toughness, thereby improving the shock resistance of the steel structure bridge; the steel structure is energy-saving and environment-friendly, can be recycled, has less construction waste and saves resources; the characteristics of unitization and light dead weight of steel structure manufacturing are convenient for the transportation and installation of components, and the construction period is short; the steel structure can be processed in advance in a factory, the occupied area of a construction site is small, and the construction method has higher erection speed and lower construction cost; the steel structural member is generally manufactured and processed in a factory, the industrialization degree is high, the structural defects are few, and the service life is longer. Therefore, steel structure bridges are gradually popularized and applied, and fabricated bridges, mainly consisting of steel-concrete composite girders and steel box girders, are also widely applied to the construction of urban viaducts.
The steel box girder bridge generally adopts concrete pier columns, the structural rigidity of the reinforced concrete pier columns is high, and the steel box girder bridge can be designed into shapes such as plate type piers, vase type piers, column type piers and the like according to requirements. The bottom of the pier body is generally embedded into the soil, and the concrete pier stud has stronger corrosion resistance, so the concrete pier stud is widely applied to bridge design.
The connection mode of the steel box girder and the concrete pier stud is of great importance, and the common connection mode comprises rigid connection and hinging. The bearing is hinged, so that the stress of the pier is analyzed, the pier is a common compression column, the stress is simple, and the bending moment transmitted to the pier column by the beam can be released; but the torsional constraint capacity of the hinged joint on the upper structure is poor, particularly, a curved bridge can generate larger torque, and when larger transverse load is applied, the support can be dislocated and sheared to be damaged under the action of horizontal force, even the support is in a hollow state or a beam body topples; meanwhile, the maintenance and repair cost of the support is high, and the support is troublesome to replace, so that the later-period operation cost is increased.
The steel beam 100 is rigidly connected to the reinforced concrete pier 200, so that the upper and lower portions of the bridge are integrated, the hyperstatic frequency of the bridge span structure can be increased, and the overall anti-seismic performance of the bridge structure can be improved. In the internal force distribution of the structure, the fulcrum hogging moment originally borne by the steel beam 100 alone is borne by the steel beam 100 and the reinforced concrete pier 200 together at the fulcrum of the bridge, so that the load of the steel beam 100 is reduced. By adopting the combined rigid joint form, the advantages of steel and concrete are fully utilized, and the steel consumption of the upper structure is saved. In addition, the use of the support is omitted, so that the bridge construction cost is further reduced, and the maintenance and management cost of the bridge after the bridge is formed can be reduced. The structural form is increasingly used in bridge construction because of the above-mentioned advantages of rigidly coupling the steel girder 100 with the reinforced concrete pier 200.
The traditional steel beam 100 and the reinforced concrete pier 200 are rigidly connected in the following mode: reinforced concrete, prestressed reinforced concrete, and shear key connection developed in recent years.
The prestressed reinforced concrete connection mode overcomes the defect that the reinforced concrete connection mode is easy to generate cracks, but the structural arrangement and the construction are difficult. And the shear force key connection mode of the design method for limiting the crack width is adopted, so that the construction performance is improved. Therefore, in recent years, shear connection is mainly used to rigidly connect the steel beam 100 and the reinforced concrete pier 200.
The traditional shear connection structure form of the steel beam and the reinforced concrete pier mainly depends on the stud type shear connector 300 to transmit the force between steel and concrete. However, in the case of the steel-concrete composite girder or the steel box girder, if the stud shear key 300 is used, the main reinforcing bars 201 of the reinforced concrete pier 200 must pass through the lower flange or the bottom plate of the steel girder 100, so that the construction accuracy of the prefabricated holes of the reinforcing bars and the steel beam lower flange of the reinforced concrete bridge is required to be high, and a large number of studs must be welded to the cross beam, which causes many problems in construction and construction. In addition, extending the main reinforcement 201 of the concrete pier 200 into the steel girder structure welded with the shear key 300 requires that the lower flange plate of the steel girder transmit the pressure to the top of the pier body in the form of the supporting pressing plate 101, or the steel column 102 is provided at the connection portion for the purpose of transmitting the pressure. The specific structural form can be seen in fig. 1-3. The currently common structural form of the rigid node generally has the following problems:
(1) after the main reinforcing bars 201 in the pier 200 are extended to the top of the girder, secondary pouring of concrete is required, which affects the construction period.
(2) The steel joint has many internal members, complex structure, is not beneficial to construction and is difficult to ensure the quality of poured concrete.
(3) The bonding length of the main reinforcing steel bar 201 of the pier at the rigid joint part is limited by the height of the steel beam.
SUMMERY OF THE UTILITY MODEL
The utility model relates to an assembled mound roof beam concreties and constructs can solve prior art's partial defect at least.
The utility model relates to an assembled pier beam consolidation structure, which comprises a main beam and a pier, and further comprises a pier beam consolidation force transmission support clamped between the main beam and the pier, wherein the pier beam consolidation force transmission support comprises a force transmission frame consolidation top plate, a force transmission frame consolidation bottom plate and a force transmission structure for connecting the force transmission frame consolidation top plate and the force transmission frame consolidation bottom plate into a whole; the force transmission structure comprises a plurality of first stiffening ribs which are arranged longitudinally and transversely, the top ends of the first stiffening ribs are welded with the force transmission frame consolidation top plate, and the bottom ends of the first stiffening ribs are welded with the force transmission frame consolidation bottom plate; each of the first stiffening ribs includes a plurality of first transverse stiffening ribs with the rib length direction parallel to the transverse direction of the main beam and a plurality of first longitudinal stiffening ribs with the rib length direction parallel to the longitudinal direction of the main beam.
According to one embodiment, a beam bottom connecting frame base is arranged at the bottom of the main beam and comprises a beam bottom solidifying base plate provided with a plurality of anchor bolt solidifying holes, a plurality of anchor bolt solidifying holes are correspondingly formed in the force transmission frame solidifying top plate, and the beam bottom solidifying base plate is overlapped on the force transmission frame solidifying top plate and is in assembly connection with the force transmission frame solidifying top plate through a plurality of anchor bolts.
As one embodiment, the beam bottom connecting frame base further comprises a plurality of second stiffening ribs arranged in a longitudinal and transverse mode, the top ends of the second stiffening ribs are welded with the bottom of the main beam, and the bottom ends of the second stiffening ribs are welded with the beam bottom consolidation substrate; each second stiffening rib comprises a plurality of second transverse stiffening ribs with the rib length direction parallel to the transverse direction of the main beam and a plurality of second longitudinal stiffening ribs with the rib length direction parallel to the longitudinal direction of the main beam.
As one embodiment, the number of the first transverse stiffeners is the same as the number of the second transverse stiffeners, and each first transverse stiffener is arranged directly below each second transverse stiffener in a one-to-one correspondence; the number of the first longitudinal stiffening ribs is the same as that of the second longitudinal stiffening ribs, and the first longitudinal stiffening ribs are correspondingly arranged right below the second longitudinal stiffening ribs one by one.
As one embodiment, a plurality of anchoring steel bars are pre-embedded at the top of the pier, a plurality of assembly holes are correspondingly formed in the force transmission frame fixing bottom plate, the force transmission frame fixing bottom plate is overlapped at the top of the pier, the anchoring steel bars correspondingly penetrate through the assembly holes one by one, and an assembly nut which is tightly abutted against the force transmission frame fixing bottom plate is screwed on each anchoring steel bar.
In an embodiment, a pier top fixing base plate is embedded in the top of the pier, the force-transmitting frame fixing base plate is overlapped on the pier top fixing base plate, and each anchoring steel bar sequentially penetrates through the pier top fixing base plate and the force-transmitting frame fixing base plate.
As one embodiment, an intra-pier anchoring steel plate is further arranged in the pier, and the bottom end of each anchoring steel bar is fixedly connected with the intra-pier anchoring steel plate.
In one embodiment, the pier beam consolidation force transmission bracket is cast with sealing concrete.
The utility model discloses following beneficial effect has at least:
the utility model provides an assembly type pier beam consolidation structure,
the pier beam consolidation force transfer support is used for realizing the consolidation between the main beam and the pier, the pier beam assembly type connection is completed, the operations of aligning holes with pier embedded steel bars, correcting and the like in secondary grouting engineering and traditional steel box girder pier beam consolidation hoisting construction are avoided, the construction is convenient, and the construction period is saved; the steel beam and the reinforced concrete pier are fixedly connected through the arrangement of the steel structure force transmission support system, and the whole consolidation structure has stronger vertical connection rigidity and horizontal connection rigidity; the pier beam consolidation force transmission support adopts a stiffening rib as a force transmission structure, and can prevent the condition that the pier is damaged due to the fact that a large horizontal force is transmitted to the pier on the basis of realizing vertical force transmission. The pier-beam consolidation structure has the advantages of clear force transmission path, convenience in processing, convenience in transportation and installation of components, simplicity in assembly, convenience in field assembly and short construction period.
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 is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
Fig. 1 to 3 are schematic views of a rigid connection structure of a steel beam and a reinforced concrete pier provided in the background art;
fig. 4 is a schematic front elevation view of an assembled pier-beam consolidation structure provided by an embodiment of the present invention;
fig. 5 is a schematic side elevation view of an assembled pier-beam consolidation structure provided in an embodiment of the present invention;
fig. 6 is a schematic view of a connection structure between a beam bottom connection frame base and a pier beam consolidation force transmission bracket provided by an embodiment of the present invention;
fig. 7 is a schematic structural view of a pier beam consolidation force transmission bracket according to an embodiment of the present invention;
fig. 8 is a schematic plan view of a pier beam consolidation force transmission bracket according to an embodiment of the present invention;
fig. 9 is a schematic plan view of a beam bottom connecting frame base according to an embodiment of the present invention.
Detailed Description
The technical solutions in the embodiments of the present invention are described below clearly and completely, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.
As shown in fig. 4 and 5, an embodiment of the present invention provides an assembled pier beam consolidation structure, including a main beam 1 and a pier 2, where the main beam 1 is preferably a steel box beam, and the pier 2 is generally a reinforced concrete structure; the assembly type pier beam consolidation structure further comprises a pier beam consolidation force transmission support 3 clamped between the main beam 1 and the pier 2, wherein the pier beam consolidation force transmission support 3 comprises a force transmission frame consolidation top plate 31, a force transmission frame consolidation bottom plate 32 and a force transmission structure for connecting the force transmission frame consolidation top plate 31 and the force transmission frame consolidation bottom plate 32 into a whole; the dowel steel consolidation top plate 31 is in assembly connection with the main beam 1, and the dowel steel consolidation bottom plate 32 is in assembly connection with the pier 2.
The pier beam consolidation force transfer support 3 can reliably complete the force transfer between the main beam 1 and the pier 2 while realizing the stable connection between the main beam 1 and the pier 2; in one embodiment, as shown in fig. 7 and 8, the force transmission structure comprises a plurality of first stiffening ribs 33 arranged in a longitudinal and transverse mode, wherein the top ends of the first stiffening ribs 33 are welded with the dowel consolidated top plate 31, and the bottom ends of the first stiffening ribs 33 are welded with the dowel consolidated bottom plate 32; each of the first stiffeners 33 includes a plurality of first transverse stiffeners having a longitudinal direction parallel to the transverse direction of the main beam 1 and a plurality of first longitudinal stiffeners having a longitudinal direction parallel to the longitudinal direction of the main beam 1. The first transverse stiffeners and the first longitudinal stiffeners are preferably connected to form a grid-like structure, and the first connecting stiffeners 33 are typically welded.
For the assembly connection between the force-transferring frame fixed top plate 31 and the main beam 1, preferably, as shown in fig. 4-6, the bottom of the main beam 1 is provided with a beam bottom connecting frame base 11, the beam bottom connecting frame base 11 includes a beam bottom fixed base plate 111 provided with a plurality of anchor bolt fixed holes 311, the force-transferring frame fixed top plate 31 is correspondingly provided with a plurality of anchor bolt fixed holes 311, the beam bottom fixed base plate 111 is overlapped on the force-transferring frame fixed top plate 31 and the two are assembled and connected through a plurality of anchor bolts 5.
For the assembly connection between the force-transmission-frame fixing bottom plate 32 and the pier 2, preferably, as shown in fig. 4, 5 and 7, a plurality of anchoring steel bars 21 are pre-embedded at the top of the pier 2, a plurality of assembly holes 321 are correspondingly formed in the force-transmission-frame fixing bottom plate 32, the force-transmission-frame fixing bottom plate 32 is overlapped at the top of the pier 2, the anchoring steel bars 21 correspondingly penetrate through the assembly holes 321 one by one, and an assembly nut tightly abutted to the force-transmission-frame fixing bottom plate 32 is screwed on each anchoring steel bar 21.
Further preferably, as shown in fig. 8, each of the first transverse stiffeners includes a first main transverse stiffener 331 continuous in full length and a first secondary transverse stiffener 332 shorter than the first main transverse stiffener 331; each of the first longitudinal stiffeners includes a first primary longitudinal stiffener 333 that is continuous over its entire length and a first secondary longitudinal stiffener 334 that is shorter than the first primary longitudinal stiffener 333. In one embodiment, there are 2 first transverse stiffeners 331, the 2 first transverse stiffeners 331 are disposed near the edges of the bottom plate 32, and there are 3 first longitudinal stiffeners 333, wherein 1 first longitudinal stiffener 333 is located at the middle of the bottom plate 32, and the other 2 first longitudinal stiffeners 333 are disposed near the edges of the bottom plate 32, and two square closed structures are formed by the 2 first transverse stiffeners 331 and the 3 first longitudinal stiffeners 333. The anchoring steel bars 21 are preferably distributed outside the square closed structure, so that the operation is convenient on the premise of ensuring the stability and reliability of the consolidation structure.
The plate surface of the beam bottom consolidated base plate 111 is parallel to the plate surface of the box bottom plate of the main beam 1. As shown in fig. 4 to 7, a certain distance is provided between the bottom beam consolidated base plate 111 and the bottom plate, that is, the bottom beam consolidated base plate 111 is installed on the bottom plate through an adapter structure, and the adapter structure needs to meet the force transmission requirement; in one embodiment, as shown in fig. 4 to 7, the beam bottom connecting frame base 11 further includes a plurality of second stiffening ribs 112 arranged in a horizontal and vertical manner, the top ends of the second stiffening ribs 112 are welded to the bottom of the main beam 1, and the bottom ends are welded to the beam bottom fixing substrate 111; each of the second stiffeners 112 includes a plurality of second transverse stiffeners having a length direction parallel to the transverse direction of the main beam 1 and a plurality of second longitudinal stiffeners having a length direction parallel to the longitudinal direction of the main beam 1. In the above-described force transmission structure including a plurality of first stiffeners 33 arranged in a row and column, as shown in fig. 5 to 7, the number of the first transverse stiffeners is the same as that of the second transverse stiffeners, and the first transverse stiffeners are arranged directly below the second transverse stiffeners in a one-to-one correspondence; the number of the first longitudinal stiffening ribs is the same as that of the second longitudinal stiffening ribs, and the first longitudinal stiffening ribs are correspondingly arranged right below the second longitudinal stiffening ribs one by one; more specifically, as shown in fig. 9, each of the second transverse stiffeners includes a plurality of second primary transverse stiffeners 1121 and a plurality of second secondary transverse stiffeners 1122, the second primary transverse stiffeners 1121 are provided in the same number as the first primary transverse stiffeners 331 and are in one-to-one correspondence, and the second secondary transverse stiffeners 1122 are provided in the same number as the first secondary transverse stiffeners 332 and are in one-to-one correspondence; each of the second longitudinal stiffeners includes a plurality of second primary longitudinal stiffeners 1123 and a plurality of second secondary longitudinal stiffeners 1124, the number of the second primary longitudinal stiffeners 1123 is the same as that of the first primary longitudinal stiffeners 333, and the number of the second secondary longitudinal stiffeners 1124 is the same as that of the first secondary longitudinal stiffeners 334. Based on the structure, the force transmission path of the assembly type pier-beam consolidation structure is clear, and the force applied to the main beam 1 can be reliably transmitted to the pier 2 along the beam bottom connecting frame base 11-the pier-beam consolidation force transmission support 3.
Further optimizing the fabricated pier beam consolidation structure, as shown in fig. 4, 5 and 7, a pier top consolidation base plate 22 is embedded in the top of the pier 2, the force-transferring frame consolidation base plate 32 is overlapped on the pier top consolidation base plate 22, and each anchoring steel bar 21 sequentially penetrates through the pier top consolidation base plate 22 and the force-transferring frame consolidation base plate 32. The pier top consolidation base plate 22 can improve the cooperative stress performance of each anchoring steel bar 21, and can uniformly transmit the force borne by each anchoring steel bar 21 to the pier body, so that the damage of the anchoring steel bars 21 to pier top concrete is weakened.
Further preferably, as shown in fig. 4, 5 and 7, an intra-pier anchoring steel plate 23 is further disposed in the pier 2, a bottom end of each anchoring steel bar 21 is fixedly connected to the intra-pier anchoring steel plate 23, and the intra-pier anchoring steel plate 23 can improve the cooperative stress performance of each anchoring steel bar 21, uniformly transmit the force applied to each anchoring steel bar 21 to the pier body, and effectively enhance the anchoring structural stability and the operational reliability of each anchoring steel bar 21 in the pier 2, and prevent the anchoring steel bars 21 from being pulled out of the pier 2.
According to the fabricated pier beam consolidation structure provided by the embodiment, the pier beam consolidation force transmission support 3 is used for realizing the consolidation between the main beam 1 and the pier 2, the pier beam fabricated connection is completed, the operations of aligning with embedded steel bars of the pier 2, correcting and the like in secondary grouting engineering and traditional steel box beam pier beam consolidation hoisting construction are avoided, the construction is convenient, and the construction period is saved; the pier-beam consolidation structure adopts a detachable structure, can be used for the reconstruction of the existing bridge, and is also suitable for the rapid maintenance after the earthquake damage.
The steel beam 1 and the reinforced concrete pier 2 are fixedly connected through the arrangement of the steel structure force transmission support system, and the whole consolidation structure has stronger vertical connection rigidity and horizontal connection rigidity; when the pier beam consolidation force transmission support 3 adopts the stiffening rib as a force transmission structure, on the basis of realizing vertical force transmission, the condition that the pier 2 is damaged due to the fact that large horizontal force is transmitted to the pier 2 can be prevented. The pier-beam consolidation structure has the advantages of clear force transmission path, convenience in processing, convenience in transportation and installation of components, simplicity in assembly, convenience in field assembly and short construction period.
As mentioned above, the pier beam consolidation force transmission bracket 3 is internally poured with the sealing concrete 4.
The construction process of the fabricated pier-beam consolidation structure is approximately as follows:
when the pier 2 is constructed, embedding a corresponding number of anchoring steel bars 21 according to design requirements; according to requirements, an anchor steel plate 23 in the pier and a pier top consolidation base plate 22 can be further arranged;
mounting the pier beam consolidation force transmission bracket 3 to the pier top, wherein the anchoring steel bars 21 correspondingly penetrate through the assembly holes 321 on the force transmission frame consolidation bottom plate 32 one by one, and then fixedly mounting the force transmission frame consolidation bottom plate 32 on the pier top through assembly nuts;
plain concrete 4 with a certain depth is poured into the pier beam consolidation force transmission bracket 3 to realize sealing;
and finishing the consolidation of the main beam 1, wherein the beam bottom connecting frame base 11 at the bottom of the main beam 1 is assembled with the dowel steel consolidation top plate 31.
The above description is only a preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims (8)

1. The utility model provides an assembled mound roof beam concreties structure, includes girder and pier, its characterized in that: the pier beam consolidation force transmission support comprises a force transfer frame consolidation top plate, a force transfer frame consolidation bottom plate and a force transfer structure for connecting the force transfer frame consolidation top plate and the force transfer frame consolidation bottom plate into a whole; the force transmission structure comprises a plurality of first stiffening ribs which are arranged longitudinally and transversely, the top ends of the first stiffening ribs are welded with the force transmission frame consolidation top plate, and the bottom ends of the first stiffening ribs are welded with the force transmission frame consolidation bottom plate; each of the first stiffening ribs includes a plurality of first transverse stiffening ribs with the rib length direction parallel to the transverse direction of the main beam and a plurality of first longitudinal stiffening ribs with the rib length direction parallel to the longitudinal direction of the main beam.
2. The fabricated pier beam consolidation structure of claim 1, wherein: the girder bottom is equipped with beam bottom link base, beam bottom link base concreties the base plate including the beam bottom of seting up a plurality of crab-bolt consolidation holes, a plurality of crab-bolt consolidation holes have been seted up to corresponding on the biography power frame concreties the roof, beam bottom concreties the base plate coincide and is in on the biography power frame concreties the roof and the two is through a plurality of anchor bolt assembly connection.
3. The fabricated pier beam consolidation structure of claim 2, wherein: the beam bottom connecting frame base further comprises a plurality of second stiffening ribs which are arranged vertically and horizontally, the top ends of the second stiffening ribs are welded with the bottom of the main beam, and the bottom ends of the second stiffening ribs are welded with the beam bottom consolidation substrate; each second stiffening rib comprises a plurality of second transverse stiffening ribs with the rib length direction parallel to the transverse direction of the main beam and a plurality of second longitudinal stiffening ribs with the rib length direction parallel to the longitudinal direction of the main beam.
4. The fabricated pier beam consolidation structure of claim 3, wherein: the number of the first transverse stiffening ribs is the same as that of the second transverse stiffening ribs, and the first transverse stiffening ribs are correspondingly arranged right below the second transverse stiffening ribs one by one; the number of the first longitudinal stiffening ribs is the same as that of the second longitudinal stiffening ribs, and the first longitudinal stiffening ribs are correspondingly arranged right below the second longitudinal stiffening ribs one by one.
5. The fabricated pier beam consolidation structure of claim 1, wherein: the top of the pier is pre-embedded with a plurality of anchoring steel bars, a plurality of assembly holes are correspondingly formed in the force transmission frame consolidation base plate, the force transmission frame consolidation base plate is overlapped on the top of the pier, the anchoring steel bars penetrate through the assembly holes in a one-to-one correspondence mode, and assembly nuts which are tightly abutted to the force transmission frame consolidation base plate are screwed on the anchoring steel bars.
6. The fabricated pier beam consolidation structure of claim 5, wherein: the pier top is also pre-embedded with a pier top consolidation base plate, the force-transferring frame consolidation base plate is superposed on the pier top consolidation base plate, and each anchoring steel bar sequentially penetrates through the pier top consolidation base plate and the force-transferring frame consolidation base plate.
7. The fabricated pier beam consolidation structure of claim 5 or 6, wherein: and an intra-pier anchoring steel plate is further arranged in the pier, and the bottom end of each anchoring steel bar is fixedly connected with the intra-pier anchoring steel plate.
8. The fabricated pier beam consolidation structure of claim 1, wherein: and sealing concrete is poured in the pier beam consolidation force transmission support.
CN202120135926.7U 2021-01-19 2021-01-19 Assembled mound roof beam concreties structure Active CN214737322U (en)

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CN202120135926.7U CN214737322U (en) 2021-01-19 2021-01-19 Assembled mound roof beam concreties structure

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Application Number Priority Date Filing Date Title
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114837069A (en) * 2022-04-26 2022-08-02 中机中联工程有限公司 Pier beam consolidation structure of steel box girder bridge and construction method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114837069A (en) * 2022-04-26 2022-08-02 中机中联工程有限公司 Pier beam consolidation structure of steel box girder bridge and construction method thereof
CN114837069B (en) * 2022-04-26 2024-01-30 中机中联工程有限公司 Pier beam consolidation structure of steel box girder bridge and construction method thereof

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