CN206146751U - A loading device for monospar static test - Google Patents
A loading device for monospar static test Download PDFInfo
- Publication number
- CN206146751U CN206146751U CN201621147591.6U CN201621147591U CN206146751U CN 206146751 U CN206146751 U CN 206146751U CN 201621147591 U CN201621147591 U CN 201621147591U CN 206146751 U CN206146751 U CN 206146751U
- Authority
- CN
- China
- Prior art keywords
- static test
- anchor
- cushion cap
- steel strand
- strand wires
- 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.)
- Expired - Fee Related
Links
- 230000003068 static Effects 0.000 title claims abstract description 28
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 34
- 239000010959 steel Substances 0.000 claims abstract description 34
- 239000000969 carrier Substances 0.000 claims abstract description 23
- 241001669679 Eleotris Species 0.000 claims abstract description 7
- 230000002787 reinforcement Effects 0.000 claims description 6
- 241000893018 Armeria Species 0.000 abstract 1
- 229910000746 Structural steel Inorganic materials 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 5
- 230000003014 reinforcing Effects 0.000 description 3
- 238000001514 detection method Methods 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
Abstract
The utility model belongs to the technical field of the bridge detects, particularly, involve a loading device for monospar static test. It includes case roof beam, leveling steel sheet, hydraulic jack, concrete cushion block, carrier bar, anchor beam, anchor backing plate, P anchor, steel strand wires, the structural steel frame that puts more energy into, center hole jack, pre -buried steel sheet, cushion cap and sleeper. Compared with the prior art, a loading device for monospar static test set up anchor end on steel strand stretching end, the anchor beam through setting up on the cushion cap, bear by the cushion cap the reaction force of case roof beam static load is direct, can show improvement monolithic case roof beam static test efficiency and performance accuracy, and easy operation, safe quick, the structure is reliable, economy is practiced thrift, used repeatedly can be dismantled to whole device, can for actual bridge detect in monospar static test's load provide the new method.
Description
Technical field
This utility model belongs to Bridge Inspection field, it particularly relates to arrive a kind of for single-beam static test
Charger.
Background technology
With the development of highway construction in recent years, the construction of different types of rridges also day by day increases, the group of most of prefabrication and lifting
Close beam (plate) bridge carries out static test before beam (plate) is set up to single-beam (plate), and static test becomes detection design to single-beam (plate) is
Whether no safety, construction quality meet the important means of specification and design requirement.Accumulation load method the most frequently used at present uses concrete
Prefabricated section or steel strand wires are loaded directly in box beam top surface, draw materials conveniently, it is simple to operate, it is not necessary to too big input.But load, unload
Carry lifting high labor intensive, hanging device to have high demands, detection cycle length, easily limited by place, so as to cause test efficiency it is relatively low,
Precision is not high.
The content of the invention
To solve above-mentioned technical problem, this utility model provide a kind of loading flexibly, be disturbed it is little quiet for single-beam
Carry the charger of test.
A kind of charger for single-beam static test described in the utility model, the charger include box beam 1,
It is leveling steel plate 2, hydraulic jack 3, concrete pad 4, carrier bar 5, anchor beam 6, centre-hole jack 7, steel strand wires 8, P anchors 9, general
Logical reinforcing bar 10, cushion cap 11 and sleeper 12；1 two bottom sides of the box beam are supported by sleeper 12；3 symmetrical placement of hydraulic jack is in case
Near 1 top surface span centre of beam, thereon, underneath with 2 levelling of leveling steel plate；Concrete pad 4 is located at lowers plain plate 2 and box beam 1
Between top surface；The apical support of hydraulic jack 3 is in the center of 5 bottom surface of carrier bar；5 upper surface both sides of carrier bar are provided with anchor
Beam 6；Centre-hole jack 7 is disposed with above anchor beam 6；Centre-hole jack 7 carries out one-end tension to 8 stretching end of steel strand wires；Steel
8 fixing end of twisted wire is fixed on the regular reinforcement 10 of 11 bottom of cushion cap by P anchors 9.
A kind of charger for single-beam static test described in the utility model, the steel strand wires 8 are passed perpendicularly through and are held
Carrier beam 5.
A kind of charger for single-beam static test described in the utility model, the steel strand wires 8 are perpendicularly fixed at
Cushion cap 11.
When in use, can carry out in accordance with the following steps：1) shift to an earlier date pre-buried good prestress wire during bearing platform construction, bury
Steel Shu Caiyong P anchors in cushion cap, P anchorings are scheduled on the reinforcing bar of cushion cap bottom；2) leveling steel plate is installed successively at the top of box beam
And hydraulic jack, hydraulic jack is arranged symmetrically along box beam span centre；3), after carrier bar is in place, anchor beam is connected with carrier bar welding
Connect；4) arrange centre-hole jack on anchor beam, centre-hole jack carries out tensioning to steel strand tension end, carrier bar put more energy into after shape
Into counterforce device.
Compared with prior art, single-beam static test loading device described in the utility model is opened by arranging on anchor beam
Anchored end is set on pull end, cushion cap, the counteracting force of box beam static load is directly undertaken by cushion cap, box beam static test is significantly improved
Efficiency and performance accuracy, and it is simple to operate, safely and fast, structure is reliable, economy, whole device makes detachably and repeatedly
With new way can be provided for the loading of single-beam static test in actual bridge machinery.
Description of the drawings
Fig. 1：Single-beam static test loads lateral arrangement；Fig. 2：Anchor beam is connected partial enlarged drawing with carrier bar；Fig. 3：Single-beam
Static test loading is longitudinally arranged；1- box beams, 2- leveling steel plates, 3- hydraulic jacks, 4- concrete pads, 5- carrier bars, 6-
Anchor beam, 7- centre-hole jacks, 8- steel strand wires, 9-P anchors, 10- regular reinforcements, 11- cushion caps, 12- sleepers.
Specific embodiment
With reference to specific embodiment the charger for single-beam static test described in the utility model is done into
One step is illustrated, but protection domain of the present utility model is not limited to this.
Embodiment 1
A kind of charger for single-beam static test, including box beam 1, leveling steel plate 2, hydraulic jack 3, concrete
Cushion block 4, carrier bar 5, anchor beam 6, centre-hole jack 7, steel strand wires 8, P anchors 9, regular reinforcement 10, cushion cap 11 and sleeper 12；It is described
1 two bottom sides of box beam are supported by sleeper 12；, near 1 top surface span centre of box beam, which is upper and lower for 3 symmetrical placement of the hydraulic jack
Face uses 2 levelling of leveling steel plate；Concrete pad 4 is located to be lowered between 1 top surface of plain plate 2 and box beam；The top of hydraulic jack 3
End is supported in the center of 5 bottom surface of carrier bar；5 upper surface both sides of carrier bar are provided with anchor beam 6；Punching is disposed with above anchor beam 6
Formula jack 7；Centre-hole jack 7 carries out one-end tension to 8 stretching end of steel strand wires, and carrier bar 5 puts more energy into form reaction beam；Steel is twisted
8 anchored end of line is fixed on the regular reinforcement 10 of 11 bottom of cushion cap by P anchors 9.
The steel strand wires 8 pass perpendicularly through carrier bar 5.The steel strand wires 8 are perpendicularly fixed at cushion cap 11.The pre-buried steel strand wires
8 quantity are determined according to the load tonnage that hydraulic jack 3 applies.8 anchored end of the steel strand wires is fixed on cushion cap 11 by P anchors 9
On bottom layer of the reinforcing steel 10, it is ensured that carrier bar 5 puts more energy into form counterforce device.The vertical load that 1 top surface of the box beam applies is directly by liquid
Pressure jack 3 is completed, and the loading tonnage of hydraulic jack 3 depends on calculating load and being affected by 3 relative position of hydraulic jack, liquid
Pressure 3 relative position of jack can be adjusted in real time.
When in use, can carry out in accordance with the following steps：1) shift to an earlier date pre-buried good prestress wire during bearing platform construction, bury
Steel Shu Caiyong P anchors in cushion cap, P anchorings are scheduled on the reinforcing bar of cushion cap bottom；2) leveling steel plate is installed successively at the top of box beam
And hydraulic jack, hydraulic jack is arranged symmetrically along box beam span centre；3), after carrier bar is in place, anchor beam is connected with carrier bar welding
Connect；4) arrange centre-hole jack on anchor beam, centre-hole jack carries out tensioning to steel strand tension end, carrier bar put more energy into after shape
Into counterforce device.
Compared with prior art, single-beam static test loading device described in the utility model is opened by arranging on anchor beam
Anchored end is set on pull end, cushion cap, the counteracting force of box beam static load is directly undertaken by cushion cap, box beam static test is significantly improved
Efficiency and performance accuracy, and it is simple to operate, safely and fast, structure is reliable, economy, whole device makes detachably and repeatedly
With new way can be provided for the loading of single-beam static test in actual bridge machinery.
Claims (3)
1. a kind of charger for single-beam static test, it is characterised in that the charger includes box beam (1), leveling
Steel plate (2), hydraulic jack (3), concrete pad (4), carrier bar (5), anchor beam (6), centre-hole jack (7), steel strand wires
(8), P anchors (9), regular reinforcement (10), cushion cap (11) and sleeper (12)；Box beam (1) two bottom sides are supported by sleeper (12)；
Hydraulic jack (3) is placed near box beam (1) top surface span centre, thereon, underneath with leveling steel plate (2) levelling；Concrete mats
Block (4) is between downward plain plate (2) and box beam (1) top surface；The apical support of hydraulic jack (3) is in carrier bar (5) bottom
The center in face；Carrier bar (5) upper surface both sides are provided with anchor beam (6)；Centre-hole jack (7) is disposed with above anchor beam (6)；
Centre-hole jack (7) carries out one-end tension to steel strand wires (8) stretching end；Steel strand wires (8) fixing end is fixed on by P anchors (9)
On the regular reinforcement (10) of cushion cap (11) bottom.
2. the charger for single-beam static test according to claim 1, it is characterised in that the steel strand wires (8)
Pass perpendicularly through carrier bar (5).
3. the charger for single-beam static test according to claim 1, it is characterised in that the steel strand wires (8)
It is perpendicularly fixed at cushion cap (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621147591.6U CN206146751U (en) | 2016-10-21 | 2016-10-21 | A loading device for monospar static test |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621147591.6U CN206146751U (en) | 2016-10-21 | 2016-10-21 | A loading device for monospar static test |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206146751U true CN206146751U (en) | 2017-05-03 |
Family
ID=58623466
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621147591.6U Expired - Fee Related CN206146751U (en) | 2016-10-21 | 2016-10-21 | A loading device for monospar static test |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206146751U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108663264A (en) * | 2018-06-25 | 2018-10-16 | 郑州市第建筑工程集团有限公司 | Pipe of concrete internal water pressure detection device |
| CN109781549A (en) * | 2019-01-31 | 2019-05-21 | 中铁六局集团有限公司 | U-shaped beam Static Load Test Method |
| CN111638116A (en) * | 2020-05-27 | 2020-09-08 | 中铁北京工程局集团第一工程有限公司 | Vertical reaction frame for prefabricated pier stress test and assembling process thereof |
| CN111896363A (en) * | 2020-08-06 | 2020-11-06 | 江西省长大桥隧研究设计院有限公司 | Method for carrying out single-beam destructive load test by using original bridge span structure |
| CN112051079A (en) * | 2020-08-02 | 2020-12-08 | 中交第四公路工程局有限公司 | Bridge girder erection machine load test method |
| CN112556951A (en) * | 2020-11-27 | 2021-03-26 | 苏交科集团检测认证有限公司 | Test device and test method for rapid load test of prefabricated T-shaped beam |
-
2016
- 2016-10-21 CN CN201621147591.6U patent/CN206146751U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108663264A (en) * | 2018-06-25 | 2018-10-16 | 郑州市第建筑工程集团有限公司 | Pipe of concrete internal water pressure detection device |
| CN109781549A (en) * | 2019-01-31 | 2019-05-21 | 中铁六局集团有限公司 | U-shaped beam Static Load Test Method |
| CN111638116A (en) * | 2020-05-27 | 2020-09-08 | 中铁北京工程局集团第一工程有限公司 | Vertical reaction frame for prefabricated pier stress test and assembling process thereof |
| CN111638116B (en) * | 2020-05-27 | 2023-05-09 | 中铁北京工程局集团第一工程有限公司 | Vertical reaction frame for stress test of prefabricated bridge pier and assembling process of vertical reaction frame |
| CN112051079A (en) * | 2020-08-02 | 2020-12-08 | 中交第四公路工程局有限公司 | Bridge girder erection machine load test method |
| CN112051079B (en) * | 2020-08-02 | 2022-09-09 | 中交第四公路工程局有限公司 | Bridge girder erection machine load test method |
| CN111896363A (en) * | 2020-08-06 | 2020-11-06 | 江西省长大桥隧研究设计院有限公司 | Method for carrying out single-beam destructive load test by using original bridge span structure |
| CN112556951A (en) * | 2020-11-27 | 2021-03-26 | 苏交科集团检测认证有限公司 | Test device and test method for rapid load test of prefabricated T-shaped beam |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170503 Termination date: 20181021 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |