CN208857720U - A kind of prestressing force metal composite muscle reinforcement bridge structure - Google Patents
A kind of prestressing force metal composite muscle reinforcement bridge structure Download PDFInfo
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- CN208857720U CN208857720U CN201821460850.XU CN201821460850U CN208857720U CN 208857720 U CN208857720 U CN 208857720U CN 201821460850 U CN201821460850 U CN 201821460850U CN 208857720 U CN208857720 U CN 208857720U
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- muscle
- metal composite
- anchor
- beam body
- bridge beam
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- 210000003205 muscle Anatomy 0.000 title claims abstract description 102
- 239000002905 metal composite material Substances 0.000 title claims abstract description 70
- 230000002787 reinforcement Effects 0.000 title claims abstract description 23
- 239000002184 metal Substances 0.000 claims abstract description 35
- 229910052751 metal Inorganic materials 0.000 claims abstract description 35
- 238000004873 anchoring Methods 0.000 claims abstract description 9
- 238000002513 implantation Methods 0.000 claims abstract description 6
- 238000002347 injection Methods 0.000 claims abstract description 6
- 239000007924 injection Substances 0.000 claims abstract description 6
- 150000002739 metals Chemical class 0.000 claims abstract description 5
- 239000000835 fiber Substances 0.000 claims description 28
- 238000001465 metallisation Methods 0.000 claims description 14
- 239000002131 composite material Substances 0.000 claims description 11
- 229910000831 Steel Inorganic materials 0.000 claims description 9
- 239000010959 steel Substances 0.000 claims description 9
- 239000011151 fibre-reinforced plastic Substances 0.000 claims description 6
- 230000013011 mating Effects 0.000 claims description 6
- 239000004567 concrete Substances 0.000 claims description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 229910000838 Al alloy Inorganic materials 0.000 claims description 3
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims description 3
- 229920002430 Fibre-reinforced plastic Polymers 0.000 claims description 3
- 238000004026 adhesive bonding Methods 0.000 claims description 3
- 229920006231 aramid fiber Polymers 0.000 claims description 3
- 229910052799 carbon Inorganic materials 0.000 claims description 3
- 239000004568 cement Substances 0.000 claims description 3
- 239000011083 cement mortar Substances 0.000 claims description 3
- 150000001875 compounds Chemical class 0.000 claims description 3
- 239000011521 glass Substances 0.000 claims description 3
- 239000004570 mortar (masonry) Substances 0.000 claims description 3
- 239000011347 resin Substances 0.000 claims description 3
- 229920005989 resin Polymers 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 238000005253 cladding Methods 0.000 claims description 2
- 239000011248 coating agent Substances 0.000 abstract description 17
- 238000000576 coating method Methods 0.000 abstract description 17
- 238000000034 method Methods 0.000 abstract description 10
- 238000005728 strengthening Methods 0.000 abstract description 10
- 210000002435 tendon Anatomy 0.000 abstract description 9
- 238000005516 engineering process Methods 0.000 abstract description 7
- 230000007547 defect Effects 0.000 abstract description 4
- 238000010276 construction Methods 0.000 description 19
- 238000010586 diagram Methods 0.000 description 11
- 238000009434 installation Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 238000012423 maintenance Methods 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 4
- 238000005553 drilling Methods 0.000 description 3
- PCHJSUWPFVWCPO-UHFFFAOYSA-N gold Chemical compound [Au] PCHJSUWPFVWCPO-UHFFFAOYSA-N 0.000 description 3
- 239000010931 gold Substances 0.000 description 3
- 229910052737 gold Inorganic materials 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 229920002748 Basalt fiber Polymers 0.000 description 2
- 229920000049 Carbon (fiber) Polymers 0.000 description 2
- 239000004917 carbon fiber Substances 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 2
- 239000003292 glue Substances 0.000 description 2
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 2
- 230000000116 mitigating effect Effects 0.000 description 2
- 238000005498 polishing Methods 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 239000000243 solution Substances 0.000 description 2
- 230000003796 beauty Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 201000010099 disease Diseases 0.000 description 1
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000003351 stiffener Substances 0.000 description 1
Abstract
A kind of prestressing force metal composite muscle reinforcement bridge structure, it is characterized in that at least a pair of of anchor (1) of bridge beam body (100) bottom fixed and arranged, the axis direction that one or more metal composite muscle (2) is parallel to bridge beam body (100) passes through the pin hole (103) of anchor (1), prestressing force is applied to metal composite muscle (2) by way of screwing nut (201), thin grid (3) hang on the bottom of metal composite muscle (2), (4) are good for perpendicular to bottom surface several vertical metals of discrete implantation anchoring of bridge beam body (100), external protection coating (5) passes through injection, the mode smeared or poured covers metal composite muscle (2), thin grid (3) and metal are good for (4), and it is integrated with bridge beam body (100) common combination.The utility model mainly solves the defect of existing external prestressing strengthening technology, solves the problems such as FRP tendons connection anchoring is difficult, simple process, quickly, can satisfy the requirement of quick prestressed reinforcement bridge beam body structure.
Description
Technical field
The utility model relates to a kind of bridge structure reinforcement technique, especially a kind of prestressing force metal composite muscle reinforcement bridge
Structure belongs to technical field of civil engineering.
Background technique
Over time, the built a large amount of bridges in China pass through the operation of many years, various diseases will occur,
Bridge damnification is constantly accumulated, and bridge capacity is caused to substantially reduce；Meanwhile rapid development and the bridge of existing transportation
The reasons such as overload make bridge original design bearing capacity not be able to satisfy growing transport needs, severely impact bridge safty
Energy.Therefore, it is necessary to be reinforced and repaired to bridge in time, to restore or be promoted using function.
For concrete-bridge, in currently used reinforcement technique, external prestressing strengthening actively reinforces skill as a kind of
Art has the advantages that reduce beam body downwarp and have to improve bridge stiffness, bearing capacity, however existing external prestressing skill
There is also disadvantages simultaneously for art: one is material used by existing external prestressing technique is mostly steel strand wires, wirerope, FRP
Muscle etc., such as Chinese patent " a kind of High-strength carbon fiber bar external prestressing anchor and its application method " (application number
201210013314.6, publication No. CN 102561209A), which employs carbon fibre bars as reinforcement material, such FRP tendons one
Determine to solve in degree steel strand wires, the tensile strength of wirerope it is low, from great, perishable defect, however the shearing of FRP tendons is strong
Degree is only the 5~20% of its tensile strength, and the shear strength of metal is about the 50% of its tensile strength, this makes FRP tendons anchor
Admittedly becoming distinct issues, anchoring is complicated, and anchorage is huge, and not pliable, so that technology construction is complex and costly enterprise
It is high；The second is existing external prestressing strengthening embodiment multi-pass is crossed at the scene with anchorage external after prestressed stretch-draw
Muscle is anchored in bridge structure, and technical process needs to consider installation and interaction between anchorage and muscle body, is needed by opening
It drawing equipment (such as jack) to apply prestressing force to its external tendon and anchors, tensioning equipment is big to tensioning space requirement, it constructs cumbersome,
Be not suitable for the limited bridge strengthening construction of certain arrangement spaces.
The key technology of external prestressing strengthening bridge is that outer Prestressing can be safely and effectively applied to existing bridge
In girder construction, this function needs to complete by anchor, is typically employed in bar planting in existing highway bridge beam body and pours coagulation
The shortcomings that soil makes anchor, such anchorage style is: complicated construction technique, the construction period is long, volume is larger and heavy,
It is not able to satisfy the requirement of rapid reinforcement construction.
Summary of the invention
The utility model mainly solve steel strand wires in existing external prestressing strengthening technology, wirerope bring from it is great,
The defect that tensioning space requirement is big, anchoring is complicated, solution FRP tendons connection anchoring is difficult, not pliable, construction is complicated, at high cost
The problems such as high, avoids in the anchorage style of existing external prestressing strengthening technology tradition applying by tensioning equipment prestressed numerous
Trivial form of construction work overcomes traditional anchor volume larger and heavy, and the construction period is long, is not able to satisfy rapid reinforcement construction
It is required that.
A kind of the technical solution of the utility model are as follows: prestressing force metal composite muscle reinforcement bridge structure, it is characterised in that bridge
At least a pair of of anchor of beam beam body bottom fixed and arranged, anchor includes bottom plate, side plate, and bottom plate is mutually perpendicular to side plate,
Bottom plate is through more than one anchor hole is disposed with, and through more than one pin hole is disposed with, anchor is passed through side plate by anchor bolt
In the bottom surface of bridge beam body, the axis direction that one or more metal composite muscle is parallel to bridge beam body passes through the fixed bottom plate of anchor hole
The pin hole of anchor, the both ends of metal composite muscle are equipped with external screw thread, mating setting nut, by way of screwing nut pair
Metal composite muscle applies and keeps prestressing force, and metal composite muscle is mutually combined by external metallization pipe and internal fiber muscle, outside
It closely combines and is integrated by extruding, cementing mode between portion's metal tube and internal fiber muscle, thin grid is in a manner of tiling
It is hung on the bottom of metal composite muscle, and is connected by the bundle item of dispersed placement and the binding of metal composite muscle, perpendicular to Bridge Beam
It is strong that the discrete implantation in the bottom surface of body anchors several vertical metals, external protection coating injection, smear or cover gold by way of pouring
It is strong to belong to composite reinforcing, thin grid and metal, and is integrated with bridge beam body common combination.
In the utility model structure, metal composite muscle passes through extruding, cementing side by external metallization pipe and internal fiber muscle
Formula, which closely combines, to be integrated, and metal and the compound mechanical property of fiber bar are obtained, and reaches effective while mitigating dead load
Ground solves the end anchorage problem of internal fiber muscle；Metal composite muscle both ends are provided with outer spiral shell in its external metallization tube portion
Nut can be directly tightened on anchor by line by external screw thread, thus apply and keep prestressing force to metal composite muscle, letter
Change traditional use tensioning equipment and applied prestressed construction technology, saves fabrication and installation cost.Traditional anchor
Complicated construction technique, the construction period is long, volume is larger and heavy, and the anchor simple to install that the utility model uses is convenient,
Construction efficiency is substantially increased, project cost is reduced.Metal composite muscle, thin grid, metal is good for and external protection coating collective effect,
The co-operation of post-reinforcing layer and original structure is ensured, so that metal composite muscle avoids raising while external environment corrodes
Structural-load-carrying capacity, so that bridge beam body structural strengthening lasts are effective.The utility model structure meets bridge knot
While structure normal use and durability demand, and it can satisfy the requirement of rapid reinforcement construction.
The external metallization pipe be steel pipe, stainless steel tube or aluminium-alloy pipe one kind, internal fiber muscle be carbon fibre bar or
One kind of rope, basalt fiber tendons or rope, glass fiber-reinforced polymer or rope, aramid fiber reinforced plastic bars or rope, metal tube and internal fiber muscle are cut
Face is concentric, and metal tube coats internal fiber muscle completely.
The bottom surface of the bridge beam body opens up fluted, and the bottom plate build-in of anchor is in groove, with bridge beam body
Pass through structure gluing knot between bottom surface；Several ribbed stiffeners vertical with side plate and bottom plate are arranged in the one or both sides of the side plate
Plate.
The thin grid is composite material mesh grid, the mesh grid of composite material rope, composite material bar grid, braided steel wire
One of net, forming wire-rope into interlocking-wire knitmesh, vertically and horizontally diameter≤6mm of net muscle, spacing≤300mm.
The external protection coating is one of resin mortar, cement mortar, cement concrete.
The utility model sets groove by chisel, drilling, fixed anchor, penetrates metal composite muscle, application prestressing force, plant
Enter metal to be good for, lay thin grid, setting external protection coating and maintenance protection, realizes the quick prestressed reinforcement to bridge beam body, tool
Body the following steps are included:
1) chisel sets groove: to the position of the bottom surface of bridge beam body installation anchor, according to the size of anchor,
Chisel sets groove, carries out cleaning polishing dabbing to bridge beam body bottom surface, sufficiently removes the screed of original concrete surface, Zhi Daolu
Solid surface out.
2) it drills: in the anchor corresponding position of bridge beam body bottom surface, being drilled with anchor hole corresponding with anchor hole.
3) anchor is installed: anchor bolt being implanted into the anchor hole of bridge beam body bottom surface, by the top of the bottom plate of anchor
Face smearing structure glue, so that anchor passes through the fixed bottom plate of anchor hole in the bottom surface of bridge beam body by anchor bolt.
4) it penetrates metal composite muscle: the axis direction that one or more metal composite muscle is parallel to bridge beam body is passed through into anchoring
The pin hole of device, metal composite muscle are mutually combined by external metallization pipe and internal fiber muscle, and external metallization pipe and inside are fine
It is combined into one between dimension muscle by extruding, cementing mode.
5) apply prestressing force: the both ends of metal composite muscle are equipped with external screw thread, mating setting nut, by screwing nut
Mode applies metal composite muscle and keeps prestressing force.
6) implanted metal is strong: strong perpendicular to bottom surface several vertical metals of discrete implantation anchoring of bridge beam body, metal is strong
Using the reinforcement fabrication of 6~16mm of diameter.
7) it lays thin grid: at least one layer of thin grid being hung on the bottom of metal composite muscle in a manner of tiling, and is led to
The bundle item and the binding of metal composite muscle for crossing dispersed placement connect.
8) be arranged external protection coating: external protection coating injection, smear or cover by way of pouring metal composite muscle, thin grid
It is strong with metal, and be integrated with bridge beam body common combination.
9) maintenance protection: wet curing is carried out to external protection coating, the both ends and anchor of metal composite muscle are prevented
Shield.
The utility model overcomes the muscle material of traditional external prestressing strengthening from great, anchorage zone construction is big, and space needs
Greatly, the defect of stretch-draw anchor complexity；It is big to overcome FRP tendons reinforcing stretch-draw anchor difficulty, anchorage size, anchors complexity, it is not pliable
It the problems such as folding, construction complicated, with high costs, has the advantages that
(1) metal composite muscle by external metallization pipe and internal fiber muscle by squeezing, cementing mode closely combines is one
Body obtains metal and the compound mechanical property of fiber bar, reaches and efficiently solves internal fibre while mitigating dead load
Tie up the end anchorage problem of muscle.
(2) metal composite muscle both ends are provided with external screw thread in its external metallization tube portion, can be directly by spiral shell by external screw thread
Cap is tightened on anchor, to apply and keep prestressing force to metal composite muscle, simplifies traditional use tensioning equipment
Apply prestressed construction technology, saves fabrication and installation cost.
(3) using nut is directly tightened in the flexible anchorage style on anchor, prestressing force can be in the later period according to need
It wants and tensioning adjustment, effectively reduces loss of prestress.
(4) metal composite muscle, thin grid, metal be strong and external protection coating collective effect, has ensured post-reinforcing layer and original knot
The co-operation of structure, and crack resistance, stability and durability are improved, so that metal composite muscle avoids invading for external environment
Erosion, plays the role of being effectively protected, and then keep bridge beam body structural strengthening lasts effective to metal composite muscle.
(5) construction cost is low, and small, effect beauty after reinforcing is influenced on structure itself.
Detailed description of the invention:
Following drawings are only intended to schematically illustrate and explain the present invention, does not limit the model of the utility model
It encloses.
Fig. 1 is a kind of stereo dissected figure of prestressing force metal composite muscle reinforcement bridge structure；
Fig. 2 is the structural schematic diagram of anchor and anchor bolt；
Fig. 3 is metal composite muscle and mating nut structure schematic diagram；
Fig. 4 is metal composite muscle and mating nut structure local detail schematic diagram；
Fig. 5 is the structural schematic diagram of thin grid；
Fig. 6 is a kind of implementation flow chart of prestressing force metal composite muscle reinforcement bridge structure；
Fig. 7 is bridge beam body structural upright schematic diagram；
Fig. 8 is that bridge beam body structure chisel sets groove stereoscopic schematic diagram；
Fig. 9 is the drilling of bridge beam body structure, fixed anchor stereoscopic schematic diagram；
Figure 10 is that bridge beam body structure penetrates metal composite muscle, applies prestressing force process stereoscopic schematic diagram；
Figure 11 is that bridge beam body structure implanted metal is good for stereoscopic schematic diagram；
Figure 12 is that bridge beam body structure lays thin grid stereoscopic schematic diagram；
Figure 13 is bridge beam body structure setting external protection coating stereoscopic schematic diagram.
In the accompanying drawings, 1 is anchor, and 2 be metal composite muscle, and 3 be thin grid, and 4 is strong for metal, and 5 be external protection coating,
100 be bridge beam body, and 1001 be groove, and 11 be bottom plate, and 12 be side plate, and 13 be floor of putting more energy into, and 101 be anchor bolt, and 102 be anchor bolt
Hole, 103 be pin hole, and 201 be nut, and 21 be metal tube, and 22 be fiber bar, and 31 be bundle item.
Specific embodiment:
For a clearer understanding of the technical features, objectives and effects of the utility model, now compareing Detailed description of the invention
Specific embodiment of the present utility model, but the protection scope of the utility model is not limited to embodiment in detail below.
As shown in the picture, a kind of prestressing force metal composite muscle reinforcement bridge structure, it is characterised in that 100 bottom of bridge beam body
At least a pair of of anchor 1 of fixed and arranged, anchor 1 includes bottom plate 11, side plate 12, and bottom plate 11 is mutually perpendicular to side plate 12,
Bottom plate 11 is through more than one anchor hole 102 is disposed with, and for side plate 12 through more than one pin hole 103 is disposed with, anchor 1 is logical
Anchor bolt 101 is crossed across the fixed bottom plate 11 of anchor hole 102 in the bottom surface of bridge beam body 100, one or more metal composite muscle 2 is parallel to
The axis direction of bridge beam body 100 passes through the pin hole 103 of anchor 1, and the both ends of metal composite muscle 2 are equipped with external screw thread, match
Set setting nut 201, applies metal composite muscle 2 by way of screwing nut 201 and keeps prestressing force, metal composite muscle 2
It is mutually combined by external metallization pipe 21 and internal fiber muscle 22, by squeezing between external metallization pipe 21 and internal fiber muscle 22
Pressure, cementing mode are closely combined and are integrated, and thin grid 3 hang on the bottom of metal composite muscle 2 in a manner of tiling, and passes through
Bundle item 31 and metal composite muscle 2 binding of dispersed placement connect, and the discrete implantation anchoring in bottom surface perpendicular to bridge beam body 100 is several
Vertical metal strong 4, external protection coating 5 injection, smear or cover by way of pouring metal composite muscle 2, thin grid 3 and metal
Strong 4, and be integrated with 100 common combination of bridge beam body.
The external metallization pipe 21 is one kind of steel pipe, stainless steel tube or aluminium-alloy pipe, and internal fiber muscle 22 is carbon fiber
One kind of muscle or rope, basalt fiber tendons or rope, glass fiber-reinforced polymer or rope, aramid fiber reinforced plastic bars or rope, metal tube 21 and inside are fine
It is concentric to tie up 22 section of muscle, the cladding internal fiber muscle 22 completely of metal tube 21.
The bottom surface of the bridge beam body 100 opens up fluted 1001, and 11 build-in of bottom plate of anchor 1 is in groove 1001
It is interior, pass through structure gluing knot between 100 bottom surface of bridge beam body；Several and side is arranged in the one or both sides of the side plate 12
The floor 13 of putting more energy into of plate 12 and bottom plate 11 vertically.
The thin grid 3 is composite material mesh grid, the mesh grid of composite material rope, composite material bar grid, braided steel wire
One of net, forming wire-rope into interlocking-wire knitmesh, vertically and horizontally diameter≤6mm of net muscle, spacing≤300mm.
The external protection coating 5 is one of resin mortar, cement mortar, cement concrete.
The utility model structure passes through chisel and sets groove, drilling, fixed anchor, penetrate metal composite muscle, apply and answer in advance
Power, implanted metal are good for, lay thin grid, setting external protection coating and maintenance protection, realize and add to the quick prestressing force of bridge beam body
Gu specifically includes the following steps:
1) chisel sets groove: to the position of the bottom surface installation anchor 1 of bridge beam body 100, according to the size of anchor 1
Size, chisel set groove 1001, carry out cleaning polishing dabbing to 100 bottom surface of bridge beam body, sufficiently remove original concrete surface
Screed, until exposing solid surface.
2) it drills: in 1 corresponding position of anchor of 100 bottom surface of bridge beam body, being drilled with corresponding with anchor hole 102
Anchor hole.
3) anchor is installed: anchor bolt 101 being implanted into the anchor hole of 100 bottom surface of bridge beam body, by the bottom of anchor 1
The top surface smearing structure glue of plate 11, so that anchor 1 passes through the fixed bottom plate 11 of anchor hole 102 in Bridge Beam by anchor bolt 101
The bottom surface of body 100.
4) it penetrates metal composite muscle: the axis direction that one or more metal composite muscle 2 is parallel to bridge beam body 100 is passed through
The pin hole 103 of anchor 1, metal composite muscle 2 are mutually combined by external metallization pipe 21 and internal fiber muscle 22, external gold
Belong to and being combined into one between pipe 21 and internal fiber muscle 22 by extruding, cementing mode.
5) apply prestressing force: the both ends of metal composite muscle 2 are equipped with external screw thread, mating setting nut 201, by screwing spiral shell
The mode of cap 201 applies metal composite muscle 2 and keeps prestressing force.
6) implanted metal is strong: the discrete implantation in bottom surface perpendicular to bridge beam body 100 anchors several vertical metals strong 4, gold
Belong to strong 4 reinforcement fabrications for using 6~16mm of diameter.
7) it lays thin grid: at least one layer of thin grid 3 is hung on to the bottom of metal composite muscle 2 in a manner of tiling, and
It is connected by bundle item 31 and metal composite muscle 2 binding of dispersed placement.
8) be arranged external protection coating: external protection coating 5 injection, smear or cover by way of pouring metal composite muscle 2, thin lattice
Net 3 and metal strong 4, and be integrated with 100 common combination of bridge beam body.
9) maintenance protection: carrying out wet curing to external protection coating 5, and the both ends and anchor 1 to metal composite muscle 2 carry out
Protection.
Claims (5)
1. a kind of prestressing force metal composite muscle reinforcement bridge structure, it is characterised in that bridge beam body (100) bottom fixed and arranged is extremely
Few a pair of anchor (1), anchor (1) include bottom plate (11), side plate (12), and bottom plate (11) and side plate (12) are mutually hung down
Directly, for bottom plate (11) through more than one anchor hole (102) is disposed with, side plate (12), which runs through, is disposed with more than one pin hole (103),
Anchor (1) passes through anchor hole (102) fixed bottom plate (11) in the bottom surface of bridge beam body (100) by anchor bolt (101), and one
The axis direction that the above metal composite muscle (2) is parallel to bridge beam body (100) passes through the pin hole (103) of anchor (1), metal
The both ends of composite reinforcing (2) are equipped with external screw thread, and mating setting nut (201) is multiple to metal by way of screwing nut (201)
It closes muscle (2) and applies and keep prestressing force, metal composite muscle (2) is mutually compound with internal fiber muscle (22) by external metallization pipe (21)
It forms, closely combines and be integrated by extruding, cementing mode between external metallization pipe (21) and internal fiber muscle (22), thin lattice
Net (3) hang on the bottom of metal composite muscle (2) in a manner of tiling, and passes through the bundle item (31) and metal composite of dispersed placement
Muscle (2) binding connection is good for (4) perpendicular to bottom surface several vertical metals of discrete implantation anchoring of bridge beam body (100), outer protection
Layer (5) injection, to smear or cover by way of pouring metal composite muscle (2), thin grid (3) and metal strong (4), and and bridge
Beam body (100) common combination is integrated.
2. a kind of prestressing force metal composite muscle reinforcement bridge structure according to claim 1, which is characterized in that the outside
Metal tube (21) is one kind of steel pipe, stainless steel tube or aluminium-alloy pipe, and internal fiber muscle (22) is carbon fibre bar or rope, basalt
One kind of fiber bar or rope, glass fiber-reinforced polymer or rope, aramid fiber reinforced plastic bars or rope, metal tube (21) and internal fiber muscle (22) section
With one heart, metal tube (21) cladding internal fiber muscle (22) completely.
3. a kind of prestressing force metal composite muscle reinforcement bridge structure according to claim 1, which is characterized in that the bridge
The bottom surface of beam body (100) opens up fluted (1001), and bottom plate (11) build-in of anchor (1) is interior in groove (1001), with
Pass through structure gluing knot between bridge beam body (100) bottom surface；Several and side plate is arranged in the one or both sides of the side plate (12)
(12) and the vertical floor of putting more energy into (13) of bottom plate (11).
4. a kind of prestressing force metal composite muscle reinforcement bridge structure according to claim 1, which is characterized in that the thin lattice
Net (3) is composite material mesh grid, the mesh grid of composite material rope, composite material bar grid, braided steel wire net, forming wire-rope into interlocking-wire knitmesh
One of, vertically and horizontally diameter≤6mm of net muscle, spacing≤300mm.
5. a kind of prestressing force metal composite muscle reinforcement bridge structure according to claim 1, which is characterized in that described outer anti-
Sheath (5) is one of resin mortar, cement mortar, cement concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821460850.XU CN208857720U (en) | 2018-09-04 | 2018-09-04 | A kind of prestressing force metal composite muscle reinforcement bridge structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821460850.XU CN208857720U (en) | 2018-09-04 | 2018-09-04 | A kind of prestressing force metal composite muscle reinforcement bridge structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208857720U true CN208857720U (en) | 2019-05-14 |
Family
ID=66417241
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821460850.XU Withdrawn - After Issue CN208857720U (en) | 2018-09-04 | 2018-09-04 | A kind of prestressing force metal composite muscle reinforcement bridge structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208857720U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109112977A (en) * | 2018-09-04 | 2019-01-01 | 南京林业大学 | A kind of quick prestressed reinforcement bridge beam body structure and method |
| CN110904864A (en) * | 2019-12-10 | 2020-03-24 | 中铁大桥（南京）桥隧诊治有限公司 | Steel-concrete combined system for improving bearing capacity of concrete box girder bridge |
| CN111622133A (en) * | 2020-05-20 | 2020-09-04 | 中国国家铁路集团有限公司 | Bridge external pre-tightening force reinforcing system and mounting method thereof |
-
2018
- 2018-09-04 CN CN201821460850.XU patent/CN208857720U/en not_active Withdrawn - After Issue
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109112977A (en) * | 2018-09-04 | 2019-01-01 | 南京林业大学 | A kind of quick prestressed reinforcement bridge beam body structure and method |
| CN109112977B (en) * | 2018-09-04 | 2024-01-16 | 南京林业大学 | Rapid prestress reinforced bridge body structure and method |
| CN110904864A (en) * | 2019-12-10 | 2020-03-24 | 中铁大桥（南京）桥隧诊治有限公司 | Steel-concrete combined system for improving bearing capacity of concrete box girder bridge |
| CN110904864B (en) * | 2019-12-10 | 2021-11-05 | 中铁桥隧技术有限公司 | Steel-concrete combined system for improving bearing capacity of concrete box girder bridge |
| CN111622133A (en) * | 2020-05-20 | 2020-09-04 | 中国国家铁路集团有限公司 | Bridge external pre-tightening force reinforcing system and mounting method thereof |
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