CN215210492U - Pier reinforced structure - Google Patents

Pier reinforced structure Download PDF

Info

Publication number
CN215210492U
CN215210492U CN202121348228.1U CN202121348228U CN215210492U CN 215210492 U CN215210492 U CN 215210492U CN 202121348228 U CN202121348228 U CN 202121348228U CN 215210492 U CN215210492 U CN 215210492U
Authority
CN
China
Prior art keywords
pier
reinforcing
utility
model
pier body
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
Application number
CN202121348228.1U
Other languages
Chinese (zh)
Inventor
缪祥
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Jiangsu Future Construction Co ltd
Original Assignee
Jiangsu Future Construction Co ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Jiangsu Future Construction Co ltd filed Critical Jiangsu Future Construction Co ltd
Priority to CN202121348228.1U priority Critical patent/CN215210492U/en
Application granted granted Critical
Publication of CN215210492U publication Critical patent/CN215210492U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Bridges Or Land Bridges (AREA)

Abstract

The utility model discloses a pier reinforced structure belongs to bridge building technical field, the utility model discloses set up on the pier body, through having seted up a plurality of strengthening groove along vertical direction on the pier body, the embedded vertical strengthening rib that is equipped with of strengthening groove bonds through the structure adhesive between vertical strengthening rib and the strengthening groove, and the outer lane is equipped with reinforced hoop, reinforced structure such as spraying coating. The utility model discloses the construction is convenient, has increased the reinforcement area between vertical strengthening rib and the pier body, thereby the accessible is to the whole or some segmental reinforcement improvement pier's that is showing bearing capacity.

Description

Pier reinforced structure
Technical Field
The utility model relates to a bridge building technical field, concretely relates to pier reinforced structure.
Background
The pier reinforcement generally refers to restoring or improving the bearing capacity of the existing pier through reinforcing members and improving structural performance so as to prolong the service life of the pier and meet the requirements of modern transportation. The existing pier is reinforced by mainly changing a structural system, mainly connecting a bridge by using a steel structure, changing a stress system of the structure and improving the stress condition of the structure so as to improve the live load bearing capacity of the pier. The above reinforcing mode is complex and the construction difficulty is high.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a simple structure, construction convenience's pier reinforced structure.
The technical scheme of the utility model is that: the utility model provides a pier reinforced structure, sets up on the pier body, has seted up a plurality of strengthening groove along vertical direction on the pier body, and the embedded vertical strengthening rib that is equipped with of strengthening groove is equipped with the filling layer between vertical strengthening rib and the strengthening groove, the filling intussuseption is filled with the structure adhesive, and it has the reinforcing hoop that a plurality of transversely set up to distribute along vertical direction on the pier body, and reinforcing hoop sets up in the outer lane of vertical strengthening rib and with vertical strengthening rib welded fastening, and the outer lane of reinforcing hoop is equipped with the spray coating layer.
In a further technical scheme, the structural adhesive is epoxy resin.
According to a further technical scheme, an anti-corrosion coating is arranged on an outer ring of the spray coating layer.
The utility model has the advantages that:
1. the utility model has simple structure, the reinforcing groove is arranged on the pier body, the longitudinal reinforcing ribs are embedded in the reinforcing groove, the use space of the reinforcing structure is effectively reduced, and the water flow resistance of the pier in the river channel is not influenced after the reinforcing structure is reinforced;
2. the utility model has convenient construction, increases the reinforcing area between the longitudinal reinforcing rib and the pier body, and obviously improves the bearing capacity of the pier;
3. the utility model discloses it is convenient to use, and the construction flexibility is high, can realize the reinforcement to the whole or certain festival section of pier.
Drawings
FIG. 1 is a schematic structural view of the present invention,
the bridge pier comprises a bridge pier body 1, a bridge pier body 11, a reinforcing groove 2, a longitudinal reinforcing rib 3, a filling layer 4, a reinforcing hoop 5, a spray coating layer 6 and an anticorrosive coating.
Detailed Description
The invention will be further elucidated below by means of non-limiting examples, with the understanding that the invention is not limited thereto.
As shown in fig. 1, the utility model provides a pier reinforced structure sets up on pier body 1, the utility model discloses use conveniently, the construction flexibility is high, can realize the reinforcement to pier whole or certain festival section.
During construction, a plurality of reinforcing grooves 11 are formed in the part to be reinforced on the pier body 1 along the vertical direction, longitudinal reinforcing ribs 2 are embedded in the reinforcing grooves 11, and the contact surfaces of the reinforcing grooves 11 and the longitudinal reinforcing ribs 2 are three inner walls of the reinforcing grooves 11, so that the reinforcing area between the longitudinal reinforcing ribs 2 and the pier body 1 is increased, and the bearing capacity of the pier is obviously improved; be equipped with between vertical strengthening rib 2 and the strengthening groove 11 and be used for the filling layer 3 that bonds, the filling layer 3 intussuseption is filled with the structure adhesive, and the structure adhesive is epoxy in this embodiment.
There is the reinforcing hoop 4 that a plurality of transversely set up along vertical direction distribution on pier body 1, reinforcing hoop 4 set up in the outer lane of vertical strengthening rib 2 and with vertical strengthening rib 2 welded fastening, further reinforcing the utility model discloses a connection stability, reinforcing hoop 4's outer lane is equipped with spray coating 5, and spray coating 5's outer lane is equipped with anticorrosive coating 6, has realized the reinforcement to pier body 1's outer wall.
In conclusion, the utility model effectively reduces the use space of the reinforced structure, and the water flow resistance of the pier in the river channel is not affected after the reinforcement; the construction is convenient, and the method is suitable for popularization and application.
The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims (3)

1. The utility model provides a pier reinforced structure, sets up on pier body, its characterized in that: the pier body is provided with a plurality of reinforcing grooves along the vertical direction, longitudinal reinforcing ribs are embedded in the reinforcing grooves, a filling layer is arranged between the longitudinal reinforcing ribs and the reinforcing grooves, structural adhesive is filled in the filling layer, a plurality of transverse reinforcing hoops are distributed on the pier body along the vertical direction, the reinforcing hoops are arranged on the outer rings of the longitudinal reinforcing ribs and are welded and fixed with the longitudinal reinforcing ribs, and spray coating layers are arranged on the outer rings of the reinforcing hoops.
2. The pier reinforcing structure according to claim 1, wherein: the structural adhesive is epoxy resin.
3. The pier reinforcing structure according to claim 1, wherein: and an anticorrosive coating is arranged on the outer ring of the spray coating layer.
CN202121348228.1U 2021-06-17 2021-06-17 Pier reinforced structure Active CN215210492U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202121348228.1U CN215210492U (en) 2021-06-17 2021-06-17 Pier reinforced structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202121348228.1U CN215210492U (en) 2021-06-17 2021-06-17 Pier reinforced structure

Publications (1)

Publication Number Publication Date
CN215210492U true CN215210492U (en) 2021-12-17

Family

ID=79426253

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202121348228.1U Active CN215210492U (en) 2021-06-17 2021-06-17 Pier reinforced structure

Country Status (1)

Country Link
CN (1) CN215210492U (en)

Similar Documents

Publication Publication Date Title
CN102261164B (en) FRP (fibre-reinforced polymer)-concrete-steel double-wall combined tubular beam and beam-slab combined structure adopting same
CN102108680B (en) Pier reinforcing method and device
CN105369987A (en) Steel bar lap joint structure containing FRP constraint ring
CN215210492U (en) Pier reinforced structure
CN105064759A (en) GFRP (glass fiber reinforced plastic) tubed reinforced concrete combination multi-circuit transmission pole
CN102493327A (en) Reinforced portable integral prefabricated masonry arch bridge
CN110863953A (en) Annular steel pipe concrete combined wind turbine generator tower structure
CN110644353A (en) Energy-consuming and shock-absorbing corrugated steel pipe-rubber concrete assembled pier and method
CN206958409U (en) A kind of hollow enhancing sewage dedicated pipe of the outer muscle of HDPE internal-ribs
CN214737334U (en) Segment prefabricated assembled variable-section hollow pier structure for railway
CN207419222U (en) A kind of steel pipe clad steel ripple slab arch bridge
CN205116564U (en) Bar splicing connection structure who contains FRP confinement ring
CN210857281U (en) Lake bottom tunnel deformation joint and male and female corner polyurea waterproof coating structure
CN211396853U (en) Be used for steel pipe concrete structure transmission of electricity high tower flange leak protection thick liquid construction structures
CN210798985U (en) High-strength reinforced concrete segment
CN211115093U (en) Annular partial prestress concrete electric pole
CN203859475U (en) Plastic alloy power cable protecting tube
CN208328914U (en) A kind of prestressed concrete pipe pile
CN210460685U (en) Tunnel high performance supporting construction
CN209260544U (en) A kind of road and bridge seamless connection structure for large and medium-sized bridge
CN212001220U (en) Building pile foundation
CN218814725U (en) Steel construction factory building bearing roof beam
CN210397967U (en) HDPE reinforced hollow winding flat-wall pipe
CN218759093U (en) Regulation pond cabin and regulation pond
CN218028456U (en) Socket assembling type FRP-steel combined pipe concrete cylinder structure

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant