CN206052573U - A kind of external tendon transfer for bridge strengthening - Google Patents

A kind of external tendon transfer for bridge strengthening Download PDF

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Publication number
CN206052573U
CN206052573U CN201620905157.3U CN201620905157U CN206052573U CN 206052573 U CN206052573 U CN 206052573U CN 201620905157 U CN201620905157 U CN 201620905157U CN 206052573 U CN206052573 U CN 206052573U
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China
Prior art keywords
tube
steel pipe
stainless steel
steering tube
external tendon
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Active
Application number
CN201620905157.3U
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Chinese (zh)
Inventor
朱利明
朱思遥
刘娟
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Nanjing Bridge Tunnel And Rail Transit Research Institute Co Ltd
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Nanjing Bridge Tunnel And Rail Transit Research Institute Co Ltd
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Abstract

The utility model discloses a kind of external tendon transfer for bridge strengthening, including stainless steel tube and passing through steel pipe, it is described to pass through the inside that steel pipe is arranged on the stainless steel tube, the outer surface for passing through steel pipe contact with the inner surface activity of the stainless steel tube, it is described pass through steel pipe be internally provided with steering tube, the gap passed through between steel pipe and steering tube is filled with inserts, the vertical direction of the inside of the steering tube is connected with multiple guide plates, the steering tube is internally provided with multiple conduits, the conduit runs through the guide plate and the conduit is connected with guide plate by the connected mode of welding, the gap of the inside of the steering tube is filled with inserts;This be used for bridge strengthening external tendon transfer be external tendon provide steering guiding, and overcome cannot adapt to because the reasons such as temperature change generation deformation problems so as to extend the service life of this utility model and box beam.

Description

A kind of external tendon transfer for bridge strengthening
Technical field
This utility model is related to bridge strengthening field, more particularly to a kind of external tendon transfer for bridge strengthening.
Background technology
With China's expanding economy, when the freight volume of railway, rate of traffic flow, vehicle load are all compared with bridge construction, there is larger increasing It is long.Through use for many years, the aging of bridge, damage are very serious, and quite a few bridge can not meet use requirement.Cause This, makes full use of existing bridge, carries out effective strengthening reconstruction to which, will be bridge construction in China's quite a while from now on In urgent task.
External prestressed cable reinforcement bridge top, is exactly in Liang Xiabushoulaqu, with cold drawn bar reinforcement, steel strand wires or high-strength Steel tendon is presstressed reinforcing steel, is allowed to produce beam body eccentric precompression by tensioning, and under this eccentricity pressure effect, beam body occurs Arch, load amount of deflection reduce, and improve beam body force-bearing situation, reach the purpose of the bearing capacity for improving beam.External prestressed cable adds Gu technology is reinforcing improving environment more outstanding now.
There is a technical barrier always in external prestressed cable reinforcement technique:The Steering of external tendon.The general case of China The beam span of beam continuous bridge is all very long, external tendon need repeatedly turn in box beam, with reach reduce load purpose and not Injury is produced to box beam.And the steering technique of existing external tendon mainly with it is fixed draw hoop and alignment pin based on, the steering of this method, External tendon turning point relative position is fixed, it is impossible to adapt to the deformation problems produced because of reasons such as temperature changes, to external tendon body And box beam has injury.
The content of the invention
Technical problem to be solved in the utility model is to provide one kind for above-mentioned the deficiencies in the prior art to be used for The external tendon transfer of bridge strengthening, this external tendon transfer for being used for bridge strengthening are provided for external prestressed cable and are turned To guiding, and overcome the deformation problems that cannot adapt to produce because of reasons such as temperature changes.
To realize above-mentioned technical purpose, the technical scheme that this utility model is taken is:
A kind of external tendon transfer for bridge strengthening, including stainless steel tube and steel pipe is passed through, it is described to pass through steel pipe The inside of the stainless steel tube is arranged on, the outer surface for passing through steel pipe is connect with the inner surface activity of the stainless steel tube Touch, the steering tube that is internally provided with for passing through steel pipe, the gap passed through between steel pipe and steering tube is filled with filling Material, the vertical direction of the inside of the steering tube be connected with multiple guide plates, and the steering tube is internally provided with multiple conduits, The conduit is run through the guide plate and the conduit and is connected with guide plate by the connected mode of welding, the steering tube it is interior The gap in portion is filled with inserts.
As the further improved technical scheme of this utility model, also including trocar sheath, the stainless steel tube is arranged on institute The inside of trocar sheath is stated, the inner surface of the trocar sheath is fixedly connected with the outer surface of the stainless steel tube.
As the further improved technical scheme of this utility model, length of the length for passing through steel pipe than stainless steel tube Long, the length for passing through steel pipe is longer than the length of trocar sheath.
Used as the further improved technical scheme of this utility model, the inner surface of the trocar sheath passes through the connection side of welding Formula is fixedly connected with the outer surface of the stainless steel tube.
Used as the further improved technical scheme of this utility model, the inserts are epoxy iron ore.
Used as the further improved technical scheme of this utility model, the inside of the steering tube passes through the connected mode of welding It is connected with multiple guide plates.
The steering tube bent in this utility model provides good steering for external prestressed cable and is oriented to;And pass through steel The contact of the inner surface activity of the outer surface of pipe and stainless steel tube is so as to realizing that passing through steel pipe can occur in the inside of stainless steel tube The phenomenon for moving left and right, when deformation is produced because of reasons such as temperature changes, passing through steel pipe can occur to fit in the inside of stainless steel tube Answering property moves left and right phenomenon, increased the service life of this utility model and box beam;And the steel pipe of passing through of the present utility model The setting of diameter can change according to the flexibility of steering tube and length;Trocar sheath of the present utility model is connected with external device Connect, it is to avoid this utility model occurs the suitable obscission that produces upon displacement;Steering tube of the present utility model is passing through steel The space passed through between steel pipe and steering tube is filled by inserts as obtained by the calculating of correspondence turning point in position inside pipe So as to the position of fixed steering tube, can be very good to adapt to the different requirements of different turning points.
Description of the drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the section plan of A-A in Fig. 1.
Fig. 3 is the cross-sectional view of B-B in Fig. 1.
Fig. 4 is the transverse section cross-sectional schematic of C-C in Fig. 1.
Specific embodiment
Specific embodiment of the present utility model is further illustrated below according to Fig. 1, Fig. 2, Fig. 3 and Fig. 4:
Referring to Fig. 1, Fig. 2, Fig. 3 and Fig. 4, a kind of external tendon transfer for bridge strengthening, including 4 He of stainless steel tube Pass through steel pipe 1, it is described to pass through the inside that steel pipe 1 is arranged on the stainless steel tube 4, the outer surface for passing through steel pipe 1 with it is described The contact of the inner surface activity of stainless steel tube 4, it is described pass through steel pipe 1 be internally provided with steering tube 2, it is described pass through steel pipe 1 with Gap between steering tube 2 is filled with inserts 3, and the vertical direction of the inside of the steering tube 2 is connected with multiple guide plates 6, the steering tube 2 is internally provided with multiple conduits 5, and the conduit 5 runs through the guide plate 6 and the conduit 5 is by weldering The connected mode for connecing is connected with guide plate 6, and the gap of the inside of the steering tube 2 is filled with inserts 3.
In the present embodiment, also including trocar sheath 7, the stainless steel tube 4 is arranged on the inside of the trocar sheath 7, described outer The inner surface of sleeve pipe 7 is fixedly connected with the outer surface of the stainless steel tube 4.
In the present embodiment, the length for passing through steel pipe 1 is longer than the length of stainless steel tube 4, the length for passing through steel pipe 1 It is longer than the length of trocar sheath 7.
In the present embodiment, the inner surface of the trocar sheath 7 passes through the connected mode of welding and the appearance of the stainless steel tube 4 Face is fixedly connected.
In the present embodiment, the inserts 3 are epoxy iron ore.
In the present embodiment, the inside of the steering tube 2 is connected with multiple guide plates 6 by the connected mode of welding.
Implementation process of the present utility model is:Steering tube 2 interior welds guide plate 6 and insert conduit 5, conduit 5 with Guide plate 6 injects epoxy iron ore in the inside of steering tube 2 by being welded to connect;Counted according to different steering positions in box beam Calculate, draw steering tube 2 with pass through steel pipe 1 relative position, install in steel pipe 1 steering tube 2 passing through, and filled out using epoxy iron ore Plug will be travelling through the insertion stainless steel tube 4 of steel pipe 1, make the outer surface for passing through steel pipe 1 interior with stainless steel tube 4 so as to fixed steering tube 2 The contact of surface activity, solder mask pipe 7 is outside stainless steel tube 4.
The steering tube 2 bent in this utility model provides good steering for external tendon and is oriented to;And pass through steel pipe 1 The contact of the inner surface activity of outer surface and stainless steel tube 4 so as to realize passing through steel pipe 1 can occur in the inside of stainless steel tube 4 it is left The phenomenon for moving right, when deformation is produced because of reasons such as temperature changes, passing through steel pipe 1 can occur to fit in the inside of stainless steel tube 4 Answering property moves left and right phenomenon, increased the service life of this utility model and box beam;And the steel pipe 1 of passing through of the present utility model The setting of diameter can change according to the flexibility of steering tube 2 and length;Trocar sheath of the present utility model 7 can be fixedly mounted On the steel truss or support of box beam, it is to avoid this utility model occurs the suitable obscission that produces upon displacement;This practicality New steering tube 2 is passing through the position inside steel pipe 1 as obtained by the calculating of correspondence turning point, is worn by the filling of inserts 3 Space more between steel pipe 1 and steering tube 2 can be very good to adapt to different turning points not so as to the position of fixed steering tube 2 With requirement.
Protection domain of the present utility model includes but is not limited to embodiment of above, and protection domain of the present utility model is weighing Sharp claim is defined, and any replacement being readily apparent that to those skilled in the art that this technology is made, deformation, improvement each fall within Protection domain of the present utility model.

Claims (6)

1. a kind of external tendon transfer for bridge strengthening, it is characterised in that:It is including stainless steel tube and steel pipe is passed through, described Pass through the inside that steel pipe is arranged on the stainless steel tube, the inner surface of the outer surface for passing through steel pipe and the stainless steel tube is lived Dynamic contact, the steering tube that is internally provided with for passing through steel pipe, the gap filling passed through between steel pipe and steering tube The vertical direction for having inserts, the inside of the steering tube is connected with multiple guide plates, and being internally provided with for the steering tube is more Individual conduit, the conduit runs through the guide plate and the conduit is connected with guide plate by the connected mode of welding, described turn Gap to the inside of pipe is filled with inserts.
2. the external tendon transfer for bridge strengthening according to claim 1, it is characterised in that:Also include overcoat Pipe, the stainless steel tube are arranged on the inside of the trocar sheath, the appearance of the inner surface of the trocar sheath and the stainless steel tube Face is fixedly connected.
3. the external tendon transfer for bridge strengthening according to claim 2, it is characterised in that:It is described to pass through steel pipe Length it is longer than the length of stainless steel tube, the length for passing through steel pipe is longer than the length of trocar sheath.
4. the external tendon transfer for bridge strengthening according to claim 3, it is characterised in that:The trocar sheath Inner surface is fixedly connected with the outer surface of the stainless steel tube by the connected mode welded.
5. the external tendon transfer for bridge strengthening according to claim 4, it is characterised in that:The inserts are Epoxy iron ore.
6. the external tendon transfer for bridge strengthening according to any one of claim 1 to 5, it is characterised in that:Institute The inside for stating steering tube is connected with multiple guide plates by the connected mode of welding.
CN201620905157.3U 2016-08-19 2016-08-19 A kind of external tendon transfer for bridge strengthening Active CN206052573U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620905157.3U CN206052573U (en) 2016-08-19 2016-08-19 A kind of external tendon transfer for bridge strengthening

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620905157.3U CN206052573U (en) 2016-08-19 2016-08-19 A kind of external tendon transfer for bridge strengthening

Publications (1)

Publication Number Publication Date
CN206052573U true CN206052573U (en) 2017-03-29

Family

ID=58384674

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620905157.3U Active CN206052573U (en) 2016-08-19 2016-08-19 A kind of external tendon transfer for bridge strengthening

Country Status (1)

Country Link
CN (1) CN206052573U (en)

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