CN215714720U - Reinforcing system for rapidly improving bearing capacity of bridge - Google Patents
Reinforcing system for rapidly improving bearing capacity of bridge Download PDFInfo
- Publication number
- CN215714720U CN215714720U CN202121955681.9U CN202121955681U CN215714720U CN 215714720 U CN215714720 U CN 215714720U CN 202121955681 U CN202121955681 U CN 202121955681U CN 215714720 U CN215714720 U CN 215714720U
- Authority
- CN
- China
- Prior art keywords
- reinforcing
- bridge
- beams
- reinforcement
- bearing capacity
- 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.)
- Active
Links
Images
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model relates to a bridge reinforcing system. Utilize a frame beam structure to consolidate concrete slab (roof beam) bridge, drill on former bridge bench cap and pier cap and implant the reinforcement and use the anchor reinforcing bar, through the fixed bracket of anchor reinforcing bar, shelve the reinforcement on the bracket and use rubber support, place H shaped steel reinforcing beam on rubber support, former bridge transversely sets up many reinforcing beams according to the reinforcement requirement, connect through horizontal tie beam between each row of reinforcing beam, reinforcing transverse stability, this kind of reinforced structure is called a frame roof beam, fix at the reinforcing beam top and consolidate and use the sleeper beam. The system for reinforcing the concrete slab (beam) bridge by utilizing the frame beam structure has the advantages of simple structure and convenient and quick construction; the reinforcing device can be prefabricated in a factory, and a template does not need to be erected during construction; the strength, rigidity and stability of the original bridge can be greatly improved, and the bridge can be used as a temporary or permanent reinforcing device.
Description
Technical Field
The utility model relates to a bridge reinforcing technology, and belongs to the field of bridge reinforcing engineering.
Background
The bridges in China are generally aged and seriously degraded due to the reasons of the increase of service life, the insufficiency of maintenance, the frequent running of heavy traffic and the like, and most of the bridges are in a 'diseased' insist working state. In order to ensure the normal operation of the bridges and the traffic safety, the bridges must be maintained and reinforced.
At present, methods for reinforcing plates/beams in bridge reinforcing engineering mainly comprise a carbon fiber pasting method, a steel plate pasting method, a section enlarging method, an external prestressing method, a method for changing a structural system and the like. The method of adhering carbon fiber and the method of adhering steel plate belong to passive reinforcing systems, and are limited in improving the bearing capacity of the bridge. The method for increasing the section increases the self weight of the structure while reinforcing, and a template needs to be erected for concrete maintenance, so that the construction period is long. The external prestress method is limited by construction conditions, and has the defects of high construction difficulty, large internal force change, difficulty in control and the like.
At present, part of the built bridge abutments are located below the normal water level, the water level below the bridge is deep, a support and a template cannot be built under the bridge, and no bridge abutment foundation exists under the bridge or effective vertical support cannot be provided.
And in addition, emergency maintenance treatment is required to be carried out on part of the bridge, and when the bearing capacity of the reinforced beam body does not meet the requirement, the beam replacement cost is high and the consumed time is long. And a support and a template cannot be erected at the bottom of the beam, and the requirement on the reinforcement period is short. The traditional materials such as reinforced concrete structures are adopted for reinforcement, and the defects that the formwork needs to be maintained and the like exist.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the technical problem of providing a steel plate for a steel plate pile, which has a simple structure and is convenient and quick to construct; the prefabricated concrete can be prefabricated in a factory, and a bracket and a template do not need to be erected during construction; the device can greatly improve the strength, rigidity and stability of the reinforced concrete slab beam/bridge, has high reinforcing efficiency, and can be used as a device for reinforcing the concrete slab (beam) bridge of a temporary or permanent reinforcing device.
This patent adopts following technical scheme to solve above technical problem:
a reinforcing system for rapidly improving the bearing capacity of a bridge comprises a sleeper beam, reinforcing beams, brackets and anchor bolts. The anchoring steel bars are implanted into the bridge coping or the pier cap, and the reinforcing bracket is fixed on the coping or the pier cap by the anchoring steel bars. The two ends of the reinforcing beam are supported on the bracket by plate type supports, the reinforcing beam is fixed transversely by a transverse connecting beam, the top of the reinforcing beam is fixed with the sleeper beam and supported at the bottom of the beam, and the structure formed by the reinforcing beam is a frame beam structure.
Furthermore, the anchoring steel bars are anchored on the top of the bridge cap or the pier cap by using bar planting glue.
Further, the bracket is fixed on the table cap and the pier cap by bolts. The bracket is welded and formed by steel plates in a factory.
Further, the reinforcing beam is supported on the corbels at both ends by plate-type rubber bearings.
Furthermore, the reinforcing beam is transversely anchored by transverse connection channel steel, so that the transverse stability is enhanced.
Furthermore, the transverse connection channel steel is connected with the reinforcing beam through bolts.
Further, in the method for reinforcing the concrete slab (beam) bridge by using the frame beam structure, Q235 or Q345 steel is adopted for the required steel plate, H-shaped steel, channel steel and sleeper beam.
A construction method of a reinforcement system for rapidly improving the bearing capacity of a bridge comprises the following steps:
a, processing reinforcing steel bars and brackets for anchoring in a factory;
b, processing the reinforcing beam in a factory;
c, processing the transverse connecting beam in a factory;
d, performing anticorrosive coating treatment on exposed steel structures such as corbels, reinforcing beams, transverse connecting beams, sleeper beams and the like for reinforcing;
e, drilling holes on the table caps and the pier caps and cleaning the holes on the construction site;
f, pouring bar planting glue into the table cap and the pier cap and planting steel bars;
g, mounting brackets on the table cap and the pier cap and fixing the brackets by bolts;
a plate type rubber support is arranged on the H bracket, and a reinforcing beam is arranged on the support;
i, installing a transverse connecting beam on site to fix the reinforcing beam;
j, lifting the reinforced beam body by using a jack, and embedding a sleeper beam into the top of the reinforced beam. And removing the jack and finishing construction.
Compared with the prior art, the utility model has the beneficial effects that:
1. reinforcing effect: it is a method for effectively reinforcing concrete beam (slab) bridge. Different reinforcing effects can be obtained by adjusting the number, the section size and the rigidity of the H-shaped steel.
2. Reinforcing the use condition: the bridge reinforcing method has the advantages that the bridge reinforcing requirement that the normal water level under the bridge is deep, the bridge has no abutment foundation under the bridge, the geological condition under the bridge is poor and the vertical support cannot be provided can be solved without erecting a support and a template, the bridge reinforcing method can be used for reinforcing and treating the whole bridge or a single-piece beam, and the application range is wide.
3. Time taken for consolidation: the materials used for reinforcement can be prefabricated and reinforced in engineering and assembled on site, a concrete structure is not used, curing is not needed, and the time for reinforcement is short.
4. Difficulty of reinforcing system production: the reinforcing system is simple and is convenient to manufacture and install in batches.
5. Material utilization aspect: all adopt the steel construction, the material processing is convenient, and the used material of later stage reinforcement can be retrieved.
Drawings
FIG. 1 is an elevation view of a simply supported beam bridge after reinforcement in an embodiment of the present patent;
FIG. 2 is a plan view of the construction of the reinforced H-beam in the embodiment of the present invention;
FIG. 3 is a mid-span cross-sectional view of a simply supported beam bridge reinforced according to an embodiment of the present disclosure;
FIG. 4 is a schematic view of transverse connection of H-shaped steel during reinforcement in the embodiment of the present invention;
FIG. 5 is a schematic view of a pedestal support during reinforcement in the embodiment of the present patent;
reference numerals: 1-reinforced bridge coping, 2-reinforced bridge coping, 3-pier (pile foundation), 4-anchoring steel bar, 5-bracket, 6-support base plate, 7-reinforcing beam, 8-sleeper beam, 9-reinforced bridge girder, 10-bridge deck pavement, 11-transverse connection channel steel, 12-stiffening plate and 13-bolt.
Detailed Description
The following description of the embodiments of the present invention refers to the accompanying drawings and the accompanying description.
A reinforcing system for rapidly improving the bearing capacity of a bridge mainly comprises anchoring steel bars 4, brackets 5, a support base plate 6, reinforcing beams 7, sleeper beams 8, transverse connection channel steel 11, stiffening plates 12 and bolts 13;
the anchoring steel bars 4 are implanted into the reinforced bridge coping and pier cap through anchoring adhesive;
the bracket 5 is fixed on a reinforced bridge coping and a pier cap through bolts and anchoring steel bars 4;
the reinforcing beam 7 is supported on the bracket 5 through a support base plate 6;
the reinforcing beams 7 are connected through transverse connection channel steel 11 by welding or bolts, so that the transverse stability and the integrity are enhanced;
the sleeper beam 8 is fixed to the reinforcing beam 7 and supported on the bottom of the beam.
The construction steps of the reinforcing system for rapidly improving the bearing capacity of the bridge are as follows:
a, processing a steel bar 4 for anchoring and a bracket 5 in a factory;
the length of the anchoring steel bars 4 is determined by calculation according to the required anchoring depth and exposed length, and the number and diameter of the anchoring steel bars are determined by calculation.
B, processing the reinforcing beam 7 in a factory;
the length of the reinforcing beams 7 is determined according to the span diameter of the reinforced bridge, and the number and the size of the reinforcing beams can be determined according to the width of the bridge and the requirement of improving the bearing capacity.
C, processing the transverse connecting beam 11 in a factory;
the transverse connecting beam 11 is made of channel steel, and the size is determined according to the width of the bridge and the distance between the two reinforcing beams.
D, performing anticorrosive coating treatment on exposed steel structures such as the corbels 5, the reinforcing beams 7, the transverse connecting beams 11, the sleeper beams 8 and the like for reinforcing;
and selecting an anticorrosive coating process and parameters according to relevant specifications according to the environmental conditions of the reinforced bridge.
E, drilling holes on the table cap 1 and the pier cap 2 on the site and cleaning the holes;
after the quantity of the anchoring steel bars 4 is determined, lofting is carried out on the positions of the drill holes on the bridge abutment caps 1 and the pier caps 2, and the original bridge abutment caps and pier cap steel bars are avoided through detection.
F, pouring bar planting glue into the platform cap 1 and the pier cap 2 and planting steel bars;
and cleaning the holes after drilling, wherein the drilling depth is in accordance with the design requirement.
The G table cap 1 and the pier cap 2 are provided with brackets 4 and fixed by nuts;
the number of the brackets 5 is equal to that of the reinforcing beams 7, and the positions are determined according to the positions of the reinforcing beams and are installed.
A plate type rubber support 6 is arranged on the H bracket 5, and a reinforcing beam 7 is arranged on the plate type rubber support;
the mounting and fixing is as shown in figure 5.
I, installing a transverse connecting beam on site to fix the reinforcing beam;
the transverse connecting beam is connected with the reinforcing beam through a bolt to form a frame beam structure.
J, lifting the reinforced beam body by using a jack, and embedding a sleeper beam into the top of the reinforced beam. And removing the jack and finishing construction. Taking a single beam as an example, the reinforcement system is applied, a simplified method is adopted, and reinforcement calculation is carried out on the single beam by a theoretical method: the stress sketch map of the original simply supported beam under the action of uniformly distributed load and concentrated force is as shown in the following figure:
taking the point A as the origin of coordinates, the calculation formula of the bending moment diagram along each point on the original beam is as follows:
according to the above formula, the maximum bending moment of the reinforced front main beam is positioned in the span and has a value of
Adopt this patent behind the reinforcerment system, former simple beam is under equipartition load and concentration effect, and the moment of flexure calculated value along each point on the roof beam is as shown in the following formula:
in the formula: before M, the bending moment of the front main beam reinforced by the reinforced beam is taken as the front, after M, the bending moment of the rear main beam reinforced by the reinforced beam is taken as the rear, q is the uniform load, P is the concentration force, L is the calculated span of the simply supported beam, and N is the vertical supporting force provided by the middle-span sleeper beam to the reinforced main beam
The reinforced main beam and the H-shaped steel of the reinforcing system are stressed cooperatively and deform together. Suppose that the span displacement of the H-shaped steel of the reinforcing beam is Y. The vertical bearing force is then:
in the formula: e is the elastic modulus of the H-shaped steel of the reinforcing beam, I is the bending-resistant inertia moment of the section of the H-shaped steel, l is the calculated span of the reinforcing beam, and q2 is the self-weight uniform load of the reinforcing beam.
Then the efficiency of consolidation
The formula (1), the formula (2) and the formula (3) are analyzed, and it can be known that the larger the mid-span vertical supporting force N is, the smaller the mid-span bending moment after the original main beam is reinforced is, and the higher the reinforcing efficiency is. Under the condition that mid-span allowable displacement is determined, the vertical supporting force N value can be increased by increasing the bending moment of inertia I of the section of the H-shaped steel and reducing the self-weight uniform load q2 of the H-shaped steel. Thereby ensuring the realization of different reinforcement efficiencies.
The reinforcement effect of the reinforcement system is calculated and verified through Midas Civil 2019 finite element software. The girder adopts C30 concrete hollow slab, and hollow slab height 42cm, width 99cm, length 8m calculate span 7.6 m. The reinforcing beam adopts an H-shaped steel section, the material Q345 is adopted, the length is 6.1m, the calculated span is 5.86m, and different reinforcing efficiencies are provided through the change of the section size of the H-shaped steel. The reinforcing system is subjected to dead weight, second-stage dead load of 6.3kN/m and concentrated force of 15kN, the distance from the center of the span is 1.0m respectively, the section size of the section steel is shown in a table 1, and the calculation result is shown in a table 2:
TABLE 1H-SHAPE STEEL SIZE TABLE
| Section numbering | Section size (unit mm) |
| 1 | 250x255x14/14 |
| 2 | 300x305x15/15 |
| 3 | 350x357x19/19 |
| 4 | 400x408x21/21 |
| 5 | 458x417x30/50 |
TABLE 2 Reinforcement Effect calculation Table
From the calculation results of table 2, it can be seen that: along with the change of the section size of the H-shaped steel of the reinforced beam, the bending rigidity is continuously increased, and the supporting force of the H-shaped steel on the reinforced beam body is larger, so that the maximum bending moment of the reinforced beam body is effectively reduced, and the bearing capacity of the reinforced beam body is improved. Different reinforcing efficiencies can be realized by changing the material, the section size and the number of the H-shaped steel of the reinforcing beam.
Claims (7)
1. The utility model provides a reinforcing system who promotes bridge bearing capacity fast which characterized in that: embedding anchoring steel bars for reinforcement on a table cap and a pier cap at the bottom of the reinforced beam body, and fixing a bracket for reinforcement by using high-strength bolts; and placing a rubber support for reinforcement on the bracket, and supporting the reinforcing beam by using the rubber support for reinforcement. The sleeper beams are arranged in the midspan of the reinforcing beams, and the reinforcing beams are connected through the transverse connecting beams, so that the transverse stability and the integrity are enhanced. The number of reinforcing beams may be determined from reinforcement calculations. The reinforcing structure formed by combining the anchoring steel bars, the brackets, the reinforcing beams and the transverse connecting beams is called a frame beam structure, a plurality of rows of reinforcing beams can be arranged in the transverse direction of the bridge, the reinforcing beams are connected through the transverse connecting beams, and the transverse connecting beams are welded or connected with the reinforcing beams through bolts.
2. The reinforcing system for rapidly improving the bearing capacity of the bridge, according to claim 1, is characterized in that: the reinforcing beam is made of H-shaped steel, and the length of the reinforcing beam is determined according to the span of the reinforced beam body.
3. The reinforcing system for rapidly improving the bearing capacity of the bridge, according to claim 1, is characterized in that: the bracket is formed by welding steel plates and is matched with the reinforcing beam for use.
4. The reinforcing system for rapidly improving the bearing capacity of the bridge, according to claim 1, is characterized in that: the anchoring steel bars are fixed by pouring glue into the bench caps and the top drill holes of the pier caps, and the anchoring depth and the number of the anchoring steel bars are determined according to calculation.
5. The reinforcing system for rapidly improving the bearing capacity of the bridge, according to claim 1, is characterized in that: the reinforcing beams are fixedly connected through the transverse connecting beams, so that the transverse stability and the integrity are enhanced.
6. The reinforcing system for rapidly improving the bearing capacity of the bridge, according to claim 1, is characterized in that: the transverse connecting beam adopts a groove-shaped cross section, and the transverse connecting beam is connected with each reinforcing beam through bolts.
7. The reinforcing system for rapidly improving the bearing capacity of the bridge, according to claim 1, is characterized in that: the required H-shaped steel, steel plate and channel steel are Q235 or Q355 steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121955681.9U CN215714720U (en) | 2021-08-19 | 2021-08-19 | Reinforcing system for rapidly improving bearing capacity of bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121955681.9U CN215714720U (en) | 2021-08-19 | 2021-08-19 | Reinforcing system for rapidly improving bearing capacity of bridge |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215714720U true CN215714720U (en) | 2022-02-01 |
Family
ID=79998583
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121955681.9U Active CN215714720U (en) | 2021-08-19 | 2021-08-19 | Reinforcing system for rapidly improving bearing capacity of bridge |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215714720U (en) |
-
2021
- 2021-08-19 CN CN202121955681.9U patent/CN215714720U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104005338A (en) | Three-directional temporary tower and girder consolidation structure of large-span cable-stayed bridge | |
| CN111663449A (en) | Combined cast-in-place box girder support system and construction method | |
| CN111335181A (en) | Mounting support frame and mounting method for cast-in-place concrete structure template of steel-concrete composite beam flange plate | |
| CN112030772A (en) | Rapid construction method of continuous rigid frame bridge | |
| CN114370008A (en) | Reinforcing system for rapidly improving bearing capacity of bridge and construction method thereof | |
| CN219793664U (en) | V-shaped pier construction bent frame system | |
| CN112726411A (en) | Integral dragging construction method for single-hole large cantilever steel truss girder | |
| CN215714720U (en) | Reinforcing system for rapidly improving bearing capacity of bridge | |
| CN111827119B (en) | Connecting structure of cast-in-situ variable cross-section beam body formwork and construction method thereof | |
| CN212771977U (en) | Simple broken line falsework connection structure of cast-in-situ variable-section beam body | |
| CN212025941U (en) | Cast-in-place concrete structure formwork mounting support frame for steel-concrete composite beam flange plate | |
| CN214170072U (en) | Steel construction factory building structure based on exposed foundation | |
| CN113622309A (en) | Prefabricated section beam side span less support assembling structure and construction method | |
| CN114263114A (en) | Construction system and construction method of large-section steel box girder | |
| CN220450682U (en) | Temporary construction support based on new bridge tie beam | |
| CN216194047U (en) | Structure is assembled to few support of prefabricated segment roof beam side span | |
| CN114293485B (en) | Arch bridge reinforced structure without traffic interruption and construction method thereof | |
| CN221167505U (en) | Bridge reinforcing apparatus of modularization support | |
| CN219117960U (en) | Deep V valley oblique leg support | |
| CN220450680U (en) | Temporary construction support erected on old bridge | |
| CN211171629U (en) | Pier shaft closes up a section template support | |
| CN218263430U (en) | Large-span cast-in-place beam (slab) Bailey beam structure | |
| CN215252356U (en) | Be used for cast-in-place case roof beam bailey staple bolt sectional shelf-unit structure of high | |
| CN216947827U (en) | High-position beam falling buttress structure of steel box girder | |
| CN216586210U (en) | Side-hanging type full-suspension cover beam combined support platform |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |