CN107060368A - Concrete girder ruggedized construction - Google Patents
Concrete girder ruggedized construction Download PDFInfo
- Publication number
- CN107060368A CN107060368A CN201710537646.7A CN201710537646A CN107060368A CN 107060368 A CN107060368 A CN 107060368A CN 201710537646 A CN201710537646 A CN 201710537646A CN 107060368 A CN107060368 A CN 107060368A
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- China
- Prior art keywords
- girder
- stirrup
- steel
- nut
- concrete
- 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.)
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- 239000004567 concrete Substances 0.000 title claims abstract description 33
- 238000010276 construction Methods 0.000 title claims abstract description 24
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 54
- 239000010959 steel Substances 0.000 claims abstract description 54
- 239000011449 brick Substances 0.000 claims abstract description 25
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 12
- 239000011241 protective layer Substances 0.000 claims abstract description 12
- 239000003822 epoxy resin Substances 0.000 claims abstract description 11
- 229920000647 polyepoxide Polymers 0.000 claims abstract description 11
- 230000003014 reinforcing effect Effects 0.000 claims description 10
- 238000003466 welding Methods 0.000 claims description 6
- 239000010426 asphalt Substances 0.000 claims 1
- 239000000203 mixture Substances 0.000 claims 1
- 238000010586 diagram Methods 0.000 description 6
- 230000002787 reinforcement Effects 0.000 description 6
- 238000000034 method Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 2
- 229920000049 Carbon (fiber) Polymers 0.000 description 1
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 1
- 239000004917 carbon fiber Substances 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
- E04G23/0244—Increasing or restoring the load-bearing capacity of building construction elements of beams at places of holes, e.g. drilled in them
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention discloses a kind of concrete girder ruggedized construction, it is characterized in that digging out wall hole shelving secondary beam position, I-steel is stretched into wall hole, I-steel and wall hole space position use concrete enclosing, wall secondary beam lower protective layer is cut, expose cage bar, I-steel top mark is high identical with cage bar bottom absolute altitude, cage bar and I-steel are welded, weld tensioner in I-steel bottom, deformed bar is broken line type, deformed bar stretches into brick wall preformed hole, clog epoxy resin mortar in brick wall preformed hole hole position, epoxy resin mortar makes deformed bar and brick wall unify, deformed bar tensioning is fixed after finishing with anchorage.Girder protective layer is cut; expose girder stirrup; will reinforce stirrup make opening it is U-shaped; reinforce the double limbs of stirrup opening to weld with girder stirrup, using length between girder and secondary beam as span unit, strengthened from progress in the secondary span scope of beam end 1/3 using Reinforced Hoop; Reinforced Hoop diameter is identical with girder stirrup diameter; Reinforced Hoop uses closed stirrup, and Reinforced Hoop is welded to connect with girder cage bar, and girder bottom is closed using expansive concrete.
Description
Technical field
The present invention relates to a kind of ruggedized construction, more particularly to a kind of concrete girder ruggedized construction.
Background technology
Bearing capacity, which once occurs, in concrete girder with secondary beam must not enough or in the case of crack be reinforced, for
Concrete girder ruggedized construction with secondary beam, traditional reinforcement means reinforcement method of enlarging section, reinforcement by sticking of sheets, viscous carbon fiber add
Gu method, the shortcoming of these reinforcement means is to there is Stress resort, former before reinforcing because ruggedized construction belongs to secondary loading structure
Stress, strain on structure stress, section have been present, under stressing conditions, only when original structure stress reaches necessarily
In the case of ruggedized construction just participate in carrying, easily occur that original structure reaches capacity state and ruggedized construction carries less situation,
It is unobvious to the consolidation effect of the concrete girder with secondary beam in the conventional way.
The content of the invention
The present invention is to provide a kind of concrete girder ruggedized construction, and solving ruggedized construction and brick wall reason structure can not cooperate with
The problem of stress.
Wall hole is dug out shelving secondary beam position in the present invention, and I-steel is stretched into wall hole, I-steel and wall hole space position
Using concrete enclosing, wall secondary beam lower protective layer is cut, and exposes cage bar, and I-steel top mark is high identical with cage bar bottom absolute altitude,
Cage bar and I-steel are welded, I-steel bottom welding tensioner, deformed bar is broken line type, and deformed bar is straight
Footpath is 18~22mm, and deformed bar stretches into brick wall preformed hole, a diameter of 25~28mm of brick wall preformed hole, brick wall preformed hole hole
Epoxy resin mortar is clogged at position, and epoxy resin mortar makes deformed bar and brick wall unify, and deformed bar tensioning is complete
Fixed after finishing with anchorage.Girder protective layer is cut, and exposes girder stirrup, will be reinforced stirrup and be made U-shaped, the reinforcing stirrup opening that is open
Double limbs are welded with girder stirrup, and reinforcing stirrup diameter is identical with girder stirrup diameter, and weld length is 10 times of stirrup diameters, by master
Length is strengthened as span unit from progress in the secondary span scope of beam end 1/3 using Reinforced Hoop between beam and secondary beam,
Reinforced Hoop diameter is identical with girder stirrup diameter, and Reinforced Hoop uses closed stirrup, and Reinforced Hoop is welded to connect with girder cage bar, strengthens
Hoop spacing is 75~100mm, and girder bottom is closed using expansive concrete.
Tensioner includes billet, has a nut, without silk nut, screw rod, steel cushion block.Billet thickness be 10~
12mm, billet length and width is 100~150mm, and dial gauge is installed in billet side, and data are moved down for measuring,
Machine drawing tool bottom is provided with a nut, has a nut to be welded and fixed with billet, has a nut inner ring to be provided with screw thread, screw diameter
For 28~32mm, screw rod bottom sets silk tooth, and the silk dental length of screw rod is than having the big 20~25mm of screw thread length of a nut, spiral shell
Bar silk tooth is with there is a nut screw thread to be connected, in screw rod upper weld without silk nut, bottom steel cushion block lower surface welding steel pad
Block, steel cushion block is del wedge, and steel cushion block bottommost will do in the arc-shaped, when being contacted so as to steel cushion block with deformed bar
Stress concentration will not be produced.Rotated during operation with spanner without silk nut, drive screw rod to rotate, due to screw rod silk tooth and have a nut
The effect of screw thread can drive billet to move, and mobile range is reflected by the dial gauge installed in billet side.
Construction procedure includes：
(1) I-steel is installed
Wall hole is dug out shelving secondary beam position, I-steel is stretched into wall hole, I-steel and wall hole space position use coagulation
Grave is closed, and the concrete strength for closing is C30, and wall secondary beam lower protective layer is cut, and exposes cage bar, by cage bar and I-shaped
Steel is welded；
(2) tensioner is installed
Weld tensioner in I-steel bottom；
(3) it is drilled with brick wall preformed hole
(4) girder protective layer is cut
(5) prestressed reinforcing bar
Deformed bar passes through brick wall preformed hole, is bent at the steel cushion block position of tensioner；
(6) prestressed reinforcement of tensioning
Due to the stress loss of relaxation of steel, brick wall preformed hole hole position packing ring can be related in deformed bar tensioning
The stress loss of oxygen resin mortar, therefore the rib prestressed use ultra stretching of prestress steel, should using control according to many experimental results
Power ultra stretching 5%.Deformed bar tensioning is fixed after finishing with anchorage.
(7) brick wall preformed hole is closed
Epoxy resin mortar is clogged at brick wall preformed hole hole position；
(8) stirrup will be reinforced to weld with girder stirrup
(9) Reinforced Hoop and girder cage bar are welded
(10) girder bottom is closed using expansive concrete, and expansive concrete intensity is C30.
The present invention by rotate tensioner without silk nut, move down billet and force deformed bar in place, force
Reinforcing bar extensional and obtain prestressing force.Reinforcing bar can produce upward reaction force to I-steel, secondary so as to directly lay down
The load of beam, therefore the mechanical property that the present invention is reinforced is good.In addition, the present invention uses tensioner can at the construction field (site) voluntarily
Make, easy to operate cost is relatively low.
Brief description of the drawings
Fig. 1 be concrete girder ruggedized construction schematic diagram, Fig. 2 be tensioner schematic diagram, Fig. 3 for reinforce stirrup with it is original
Stirrup connection diagram.
In each accompanying drawing：1st, I-steel, 2, tensioner, 3, deformed bar, 4, expansive concrete, 5, anchorage, 6, epoxy
Resin mortar, 7, girder, 8, secondary beam, 9, billet, 10, have a nut, 11, without silk nut, 12, screw rod, 13, steel cushion block, 14,
Dial gauge, 15, girder stirrup, 16, reinforce stirrup.
Embodiment
Fig. 1 be concrete girder ruggedized construction schematic diagram, Fig. 2 be tensioner schematic diagram, Fig. 3 for reinforce stirrup with it is original
Stirrup connection diagram.
Wall hole is dug out shelving secondary beam position in embodiment, and I-steel 1 is stretched into wall hole, I-steel 1 and wall hole space part
Position uses concrete enclosing, and wall secondary beam lower protective layer is cut, and exposes cage bar, the top mark of I-steel 1 height and cage bar bottom absolute altitude phase
Together, cage bar and I-steel 1 are welded, the bottom of I-steel 1 welding tensioner 2, deformed bar 3 is broken line type, in advance should
The a diameter of 22mm of power reinforcing bar 3, deformed bar 3 stretches into brick wall preformed hole, a diameter of 28mm of brick wall preformed hole, brick wall preformed hole hole
Epoxy resin mortar 6 is clogged at gap position, and epoxy resin mortar 6 makes deformed bar 3 and brick wall unify, deformed bar 3
Tensioning is fixed after finishing with anchorage 5.The protective layer of girder 7 is cut, and exposes girder stirrup 15, will reinforce stirrup 16 make opening it is U-shaped,
Reinforce the double limbs that are open of stirrup 16 to weld with girder stirrup 15, it is identical with the diameter of girder stirrup 15 to reinforce the diameter of stirrup 16, welds and grows
Spend for 10 times of stirrup diameters, using length between girder 7 and secondary beam as span unit, in from the secondary span scope of beam end 1/3
Using Reinforced Hoop strengthened, Reinforced Hoop diameter is identical with the diameter of girder stirrup 15, and Reinforced Hoop uses closed stirrup, strengthen
Hoop is welded to connect with girder cage bar, and Reinforced Hoop spacing is 75mm, and the bottom of girder 7 is closed using expansive concrete 4.
Tensioner 2 includes billet 9, has a nut 10, has a nut 11, screw rod 12, steel cushion block 13.Billet 9 is thick
Spend for 12mm, the length and width of billet 9 is 120mm, dial gauge 14 is installed in the side of billet 9, and data are moved down for measuring,
The bottom of tensioner 2 is provided with a nut 10, has a nut 10 to be welded and fixed with billet 9, has the inner ring of a nut 10 to be provided with silk
Button, a diameter of 30mm of screw rod 12, the bottom of screw rod 12 sets silk tooth, and the silk dental length of screw rod 12 is than there is the screw thread length of a nut 10
Big 22mm is wanted, 12 teeth of screw rod have a nut 11, bottom steel with there is the screw thread of a nut 10 to be connected in the upper weld of screw rod 12
The lower surface of cushion block 13 welding steel cushion block 13, steel cushion block 13 is del wedge, and the bottommost of steel cushion block 13 will do in the arc-shaped.Behaviour
Being rotated when making with spanner has a nut 11, drives screw rod 12 to rotate, and due to 12 teeth of screw rod and plays the role of the screw thread of a nut 10
Billet 9 can be driven to move, mobile range is reflected by the dial gauge 14 installed in the side of billet 9.
Construction procedure includes：
(1) I-steel 1 is installed
Wall hole is dug out shelving secondary beam position, I-steel 1 wall hole is stretched into, I-steel 1 and wall hole space position are using mixed
Solidifying grave is closed, and the concrete strength for closing is C30, and wall secondary beam lower protective layer is cut, and exposes cage bar, by cage bar and work
Word steel 1 is welded；
(2) tensioner 2 is installed
Weld tensioner 2 in the bottom of I-steel 1；
(3) it is drilled with brick wall preformed hole
(4) protective layer of girder 7 is cut
(5) prestressed reinforcing bar 3
Deformed bar 3 passes through brick wall preformed hole, is bent at the position of steel cushion block 13 of tensioner 2；
(6) prestressed reinforcement of tensioning 3
Using proof stress ultra stretching 5%.The tensioning of deformed bar 3 is fixed after finishing with anchorage 5.
(7) brick wall preformed hole is closed
Epoxy resin mortar 6 is clogged at brick wall preformed hole hole position；
(8) stirrup 16 will be reinforced to weld with girder stirrup 15
(9) Reinforced Hoop and the cage bar of girder 7 are welded
(10) bottom of girder 7 is closed using expansive concrete 4, and expansive concrete semi-finals degree is C30.
Claims (8)
1. a kind of concrete girder ruggedized construction, it is characterized in that digging out wall hole shelving secondary beam position, wall hole is stretched into by I-steel,
I-steel and wall hole space position use concrete enclosing, and wall secondary beam lower protective layer is cut, and exposes cage bar, I-steel top mark
It is high identical with cage bar bottom absolute altitude, cage bar and I-steel are welded, I-steel bottom welding tensioner；Tensioner includes
Billet, there is a nut, without silk nut, screw rod, steel cushion block；Dial gauge is installed in billet side, and data are moved down for measuring,
Machine drawing tool bottom is provided with a nut, has a nut to be welded and fixed with billet, has a nut inner ring to be provided with screw thread, screw rod bottom
Silk tooth is set, and the silk dental length of screw rod is than there is the big 20~25mm of screw thread length of a nut, and screw rod silk tooth is with there is a nut silk
Button is connected, in screw rod upper weld without silk nut, and bottom steel cushion block lower surface welds steel cushion block, and steel cushion block is del
Wedge, steel cushion block bottommost will do in the arc-shaped；
Deformed bar is broken line type, and deformed bar stretches into brick wall preformed hole, brick wall preformed hole hole position filling asphalt mixtures modified by epoxy resin
Fat mortar, epoxy resin mortar makes deformed bar and brick wall unify, and deformed bar tensioning is fixed after finishing with anchorage；
Girder protective layer is cut, and exposes girder stirrup, will be reinforced stirrup and be made be open U-shaped, the double limbs of reinforcing stirrup opening and girder stirrup
Welding, using length between girder and secondary beam as span unit, Reinforced Hoop is being used from progress in the secondary span scope of beam end 1/3
Strengthened, Reinforced Hoop diameter is identical with girder stirrup diameter, Reinforced Hoop uses closed stirrup, Reinforced Hoop is welded with girder cage bar
Connection, girder bottom is closed using expansive concrete.
2. concrete girder ruggedized construction according to claim 1, it is characterized in that being rotated during tensioner operation with spanner
Without silk nut, screw rod is driven to rotate, due to screw rod silk tooth and playing the role of a nut screw thread can drive billet to move, mobile width
Degree is reflected by the dial gauge installed in billet side.
3. concrete girder ruggedized construction according to claim 1, it is characterized in that a diameter of 18~22mm of deformed bar.
4. concrete girder ruggedized construction according to claim 1, it is characterized in that a diameter of 25~28mm of brick wall preformed hole.
5. concrete girder ruggedized construction according to claim 1, it is characterized in that reinforcing stirrup diameter and girder stirrup are straight
Footpath is identical, and weld length is 10 times of stirrup diameters.
6. concrete girder ruggedized construction according to claim 1, it is characterized in that Reinforced Hoop spacing is 75~100mm.
7. concrete girder ruggedized construction according to claim 2, it is characterized in that billet thickness is 10~12mm, steel pad
Plate length and width is 100~150mm.
8. concrete girder ruggedized construction according to claim 2, it is characterized in that screw diameter is 28~32mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710537646.7A CN107060368B (en) | 2016-02-24 | 2016-02-24 | Concrete girder ruggedized construction |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610127847.5A CN105625743B (en) | 2016-02-24 | 2016-02-24 | Concrete girder ruggedized construction with secondary beam |
| CN201710537646.7A CN107060368B (en) | 2016-02-24 | 2016-02-24 | Concrete girder ruggedized construction |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610127847.5A Division CN105625743B (en) | 2016-02-24 | 2016-02-24 | Concrete girder ruggedized construction with secondary beam |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107060368A true CN107060368A (en) | 2017-08-18 |
| CN107060368B CN107060368B (en) | 2019-06-07 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610127847.5A Active CN105625743B (en) | 2016-02-24 | 2016-02-24 | Concrete girder ruggedized construction with secondary beam |
| CN201710537646.7A Active CN107060368B (en) | 2016-02-24 | 2016-02-24 | Concrete girder ruggedized construction |
| CN201710540171.7A Active CN107269018B (en) | 2016-02-24 | 2016-02-24 | Concrete girder reinforced construction method with secondary beam |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN201610127847.5A Active CN105625743B (en) | 2016-02-24 | 2016-02-24 | Concrete girder ruggedized construction with secondary beam |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201710540171.7A Active CN107269018B (en) | 2016-02-24 | 2016-02-24 | Concrete girder reinforced construction method with secondary beam |
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Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110836023A (en) * | 2017-09-12 | 2020-02-25 | 叶长青 | Reinforcing construction method of concrete beam |
| CN110821204A (en) * | 2017-10-16 | 2020-02-21 | 叶长青 | Reinforcement construction method of concrete roof beam |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20020113231A1 (en) * | 2000-12-27 | 2002-08-22 | Jerome Stubler | Method for demounting a prestressing cable, and device for carrying it out |
| KR100560725B1 (en) * | 2005-10-17 | 2006-03-14 | 주식회사 세진에스씨엠 | Reinforcement structure for girder of architecture |
| CN103388408A (en) * | 2013-07-28 | 2013-11-13 | 桂林理工大学 | External pre-stressed tendon reinforcing steering block for building structure |
| CN204152236U (en) * | 2014-08-27 | 2015-02-11 | 唐昌辉 | A kind of external prestressing strengthening device |
| CN104929381A (en) * | 2015-06-02 | 2015-09-23 | 项剑锋 | Steel-support non-cohesive steel strand lower support type prestress floor reinforcing method |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09273318A (en) * | 1996-04-04 | 1997-10-21 | Fujita Corp | Earthquakeproof reinforcing structure for beam-column joint in existing reinforced concrete or steel-concrete composite structure |
| CN101660327B (en) * | 2008-08-29 | 2011-07-20 | 万科企业股份有限公司 | Connecting structure of precast concrete secondary beam and main beam, construction method and building |
| CN201334780Y (en) * | 2008-12-09 | 2009-10-28 | 贵阳铝镁设计研究院 | Reinforced structure of reinforced concrete secondary beam |
| CN202202577U (en) * | 2011-08-18 | 2012-04-25 | 正益集团有限责任公司 | Post disassembly structure of pre-stressed support beam |
-
2016
- 2016-02-24 CN CN201610127847.5A patent/CN105625743B/en active Active
- 2016-02-24 CN CN201710537646.7A patent/CN107060368B/en active Active
- 2016-02-24 CN CN201710540171.7A patent/CN107269018B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20020113231A1 (en) * | 2000-12-27 | 2002-08-22 | Jerome Stubler | Method for demounting a prestressing cable, and device for carrying it out |
| KR100560725B1 (en) * | 2005-10-17 | 2006-03-14 | 주식회사 세진에스씨엠 | Reinforcement structure for girder of architecture |
| CN103388408A (en) * | 2013-07-28 | 2013-11-13 | 桂林理工大学 | External pre-stressed tendon reinforcing steering block for building structure |
| CN204152236U (en) * | 2014-08-27 | 2015-02-11 | 唐昌辉 | A kind of external prestressing strengthening device |
| CN104929381A (en) * | 2015-06-02 | 2015-09-23 | 项剑锋 | Steel-support non-cohesive steel strand lower support type prestress floor reinforcing method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107269018B (en) | 2019-03-08 |
| CN105625743A (en) | 2016-06-01 |
| CN107269018A (en) | 2017-10-20 |
| CN107060368B (en) | 2019-06-07 |
| CN105625743B (en) | 2017-11-14 |
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Effective date of registration: 20201201 Address after: 224000 Dajian neighborhood committee, Haitong Town, Sheyang County, Yancheng City, Jiangsu Province Patentee after: Sheyang Tonghai Village Construction Development Co., Ltd Address before: No.39, Rongxin Road, Ouhai District, Wenzhou City, Zhejiang Province Patentee before: Zhu Kui |