CN201945464U - Steel structure spreader beam type double-line full span box beam static loading test device - Google Patents
Steel structure spreader beam type double-line full span box beam static loading test device Download PDFInfo
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- CN201945464U CN201945464U CN2010206833622U CN201020683362U CN201945464U CN 201945464 U CN201945464 U CN 201945464U CN 2010206833622 U CN2010206833622 U CN 2010206833622U CN 201020683362 U CN201020683362 U CN 201020683362U CN 201945464 U CN201945464 U CN 201945464U
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Abstract
The utility model relates to a steel structure spreader beam type double-line full span box beam static loading test device, which comprises a test bed seat supported at two ends of the bottom of a box beam, wherein the test bed seat is downwards fixed with the ground by prestress pipe piles, the top surface of the box beam is parallelly provided with at least five groups of spreader beams which are symmetrical by using the box beam span middle position as a symmetry center, a jack is arranged between the top surface of the box beam and the spreader beams, a reinforced concrete balance weight is hung and arranged under the box beam, an embedded element is embedded in the reinforced concrete balance weight, a steel stranded wire connected with the embedded element upwards passes through an embedded hole formed on the box beam to be connected with the spreader beams, each group of spreader beams are welded into a whole by two sections of section steel in horizontal arrangement, and parts in the middle of the two sections of section steel for passing the steel stranded wire are provided with steel stranded wire reserved holes in vertical arrangement. Compared with the existing box beam static loading test method, the steel structure spreader beam type double-line full span box beam static loading test device is simple and convenient to operate, is safe and reliable, and can be widely applied to the field of prestress concrete bridge static loading test, and the construction work hour and the equipment usage cost can be greatly reduced.
Description
Technical field
The utility model relates to a kind of Prestressed Concrete Bridges static test device.
Background technology
Current specifications requires the power of cutting of holding that becomes bridge is estimated, and generally all adopts static test.The method of case beam test, loading procedure and loading are formulated according to " prestressed concrete railway bridge free beam static deflection test method and evaluation criteria ".What existing case beam static test generally adopted is truss form, needs inside earlier the assembling truss as reaction frame, and big and most of bolt that adopts connects because of the truss deadweight, needs a large amount of plant equipment to cooperate, and assembling generally needs the time in a week.Adopt truss construction not only man-hour long, and material expends morely, construction cost is also higher.As adopt other forms of reaction frame to replace truss-frame structure, and then must possess enough rigidity, prevent that reaction frame from deforming in process of the test.
Summary of the invention
The utility model provides a kind of steel construction to distribute beam type two-wire whole opening box girder static test device, solve existing case beam static test apparatus structure complexity, load capability is low, the technical matters that the engineering time is long, material is wasteful.
The technical scheme that its technical matters that solves the utility model adopts is:
This steel construction distributes beam type two-wire whole opening box girder static test device, comprise the testing bed, testing stand that is supported in two ends, case beam bottom, testing bed, testing stand is fixed by pile for prestressed pipe and ground downwards, the case top surface of the beam is arranged with at least 5 set of dispense beams in parallel, 5 set of dispense beams are equipped with lifting jack with position symmetry in the case girder span between case top surface of the beam and the distribution beam; Case beam below is lifted with the reinforced concrete counterweight, is embedded with built-in fitting in the reinforced concrete counterweight, and the pre-buried via hole that the steel strand wires of connection built-in fitting are upward through on the case beam is connected with distribution beam;
Every set of dispense beam is to be welded into integral body by two horizontally disposed shaped steel, and there is the steel strand wires preformed hole of vertical setting at the two middle steel strand of shaped steel places;
Described built-in fitting upper body is by two channel-section steel I and two vertical being formed by connecting of channel-section steel II, two channel-section steel I are uncovered back to setting, the middle part is connected by two web joints between the two channel-section steel I, be connected with two bearing pins between the end of two channel-section steel I, be connected with two elongated slot steel that extend and be anchored at reinforced concrete counterweight inside downwards on the every bearing pin respectively, two the elongated slot steel is uncovered is oppositely arranged, and bearing pin is fixed with the bearing pin fixed head respectively in the perforation outside and the elongated slot steel inboard of channel-section steel I; Two channel-section steel II are uncovered back to being vertically connected between two channel-section steel I channel-section steel II and the welding of middle part, channel-section steel I bottom surface.
Described shaped steel can adopt HM shaped steel, H shaped steel or joist steel.
The end face of described two shaped steel is welded with a block length steel plate along the centre joint.
Steel strand place, described two shaped steel bottom surfaces is welded with billet I, and two shaped steel bottom surfaces and lifting jack fulcrum corresponding position are welded with billet II.
Described two shaped steel are stiffener and outer stiffener in lifting jack fulcrum and steel strand place are provided with, and interior stiffener is welded between the riser of two shaped steel, and outer stiffener is welded in outside the riser of two shaped steel and with interior stiffener and is provided with shoulder to shoulder.
Described two shaped steel also are provided with the vertical stiffener of shaped steel at lifting jack fulcrum and steel strand place, the riser welding of vertical stiffener of shaped steel and shaped steel.
Described elongated slot steel bottom is welded with horizontal billet and vertical stiffener.
The groove inboard of described two channel-section steel I is welded with the vertical stiffener of channel-section steel I.
Be welded with the end face billet between described two channel-section steel II end faces and the two channel-section steel I bottom surfaces, be welded with the bottom surface billet between two channel-section steel II bottom surfaces.The groove inboard of channel-section steel II is welded with vertical stiffener of channel-section steel II and the horizontal stiffener of channel-section steel II.
The beneficial effects of the utility model are as follows:
Steel construction of the present utility model distributes beam type static test device to be made up of at least 5 set of dispense beams, built-in fitting, steel strand wires, reinforced concrete counterweight, testing bed, testing stand, pile for prestressed pipe etc.Five steel construction distribution beam are adopted on top, and substructure adopts concrete weight coating, and middle the binding adopted steel strand wires or the smart screw-thread steel of pricking.The top distribution beam does not need on-site consolidation during use, only the distribution beam hoisted in position need be connected with built-in fitting built-in fitting just can be installed carry out static test.
Because distribution beam of the present utility model has adopted special construction, adopt combination of stiffener and backing plate and the welding of main structure girder steel simultaneously, make distribution beam have enough rigidity, avoid in process of the test, being out of shape.This load capability and the working security that can improve testing table to the design of built-in fitting greatly.
Compare with existing case beam Static Load Test Method, the utility model is easy and simple to handle, safe and reliable, can reduce construction man-hour and equipment handover charge significantly.The utility model can be widely used in Prestressed Concrete Bridges static test field.
Description of drawings
Below in conjunction with drawings and Examples the utility model is further specified.
Fig. 1 is facade structures figure of the present utility model.
Fig. 2 is a plane structure chart of the present utility model.
Fig. 3 is the side-looking structural drawing of distribution beam.
Fig. 4 is the A-A sectional view of Fig. 3.
Fig. 5 is the plan structure figure of distribution beam.
Fig. 6 is the face upwarding assumption diagram of distribution beam.
Fig. 7 is the Facad structure figure of built-in fitting.
Fig. 8 is the construction profile of built-in fitting.
Fig. 9 is the structural drawing of the B-B section of Fig. 7.
Figure 10 is the structural drawing of the C-C section of Fig. 7.
Reference numeral: 1-case beam, the 2-distribution beam, the 3-built-in fitting, the 4-steel strand wires, 5-reinforced concrete counterweight, the 6-testing bed, testing stand, the 7-pile for prestressed pipe, 8-shaped steel, the long steel plate of 9-, 10-billet I, 11-billet II, the outer stiffener of 12-, stiffener in the 13-, the vertical stiffener of 14-shaped steel, 15-steel strand wires preformed hole, 16-channel-section steel II, 17-elongated slot steel, the horizontal billet of 18-, the vertical stiffener of 19-, the 20-bearing pin, 21-bearing pin fixed head, 22-channel-section steel I, the vertical stiffener of 23-channel-section steel I, the 24-web joint, 25-channel-section steel II, 26-end face billet, the horizontal stiffener of 27-channel-section steel II, the vertical stiffener of 28-channel-section steel II, 29-bottom surface billet, the 30-lifting jack.
Embodiment
Embodiment is referring to Fig. 1, shown in Figure 2, this steel construction distributes beam type two-wire whole opening box girder static test device, comprise the testing bed, testing stand 6 that is supported in two ends, case beam 1 bottom, testing bed, testing stand 6 is fixed by pile for prestressed pipe 7 and ground downwards, it is characterized in that: case beam 1 end face is arranged with at least 5 set of dispense beams 2 in parallel, 5 set of dispense beams are equipped with lifting jack 30 with case beam 1 span centre position symmetry between case beam 1 end face and the distribution beam 2; Case beam 1 below is lifted with reinforced concrete counterweight 5, is embedded with built-in fitting in the reinforced concrete counterweight 5, and the built-in fitting length overall can be 2.5m, imbeds counterweight length and is about 1.6m.The pre-buried via hole that the steel strand wires 4 of connection built-in fitting are upward through on the case beam 1 is connected with distribution beam 2.For prevent install, distribution beam is toppled in the unloading process, can weld that ［ 12 channel-section steels are as supplemental support in the distribution beam both sides.
Shown in Fig. 3-6, every set of dispense beam 2 is to be welded into integral body by two horizontally disposed shaped steel 8, and shaped steel 8 can adopt HM594 shaped steel, and there is the steel strand wires preformed hole 15 of vertical setting at two shaped steel 8 middle steel strands 4 places;
The end face of described two shaped steel 8 is welded with a block length steel plate 9 along the centre joint.
Steel strand place, described two shaped steel 8 bottom surface is welded with billet I, and two shaped steel 8 bottom surfaces and lifting jack 30 fulcrum corresponding positions are welded with billet II.
Described two shaped steel 8 in lifting jack 30 fulcrums and steel strand 4 places are provided with stiffener 13 and outside stiffener 12, interior stiffener 13 is welded between the riser of two shaped steel, and outer stiffener 12 is welded in the riser outside of two shaped steel and is provided with shoulder to shoulder with interior stiffener 13.
Described two shaped steel 8 also are provided with the vertical stiffener 14 of shaped steel at lifting jack 30 fulcrums and steel strand 4 places, and the vertical stiffener 14 of shaped steel welds with the riser of shaped steel.
Shown in Fig. 7-10, built-in fitting 3 upper body are by two ［ 36b channel-section steel I22 and two ［ vertical being formed by connecting of 20b channel-section steel II25, two channel-section steel I are uncovered back to setting, the middle part is connected by two web joints 24 between the two channel-section steel I, be connected with two bearing pins 20 between the end of two channel-section steel I, be connected with two ［ 16 elongated slot steel 17 that extend and be anchored at reinforced concrete counterweight 5 inside downwards on the every bearing pin 20 respectively, two the elongated slot steel is uncovered is oppositely arranged, and bearing pin 20 is fixed with bearing pin fixed head 21 respectively in the perforation outside and elongated slot steel 17 inboards of channel-section steel I; Two channel-section steel II are uncovered back to being vertically connected between two channel-section steel I channel-section steel II and the welding of middle part, channel-section steel I bottom surface.
Described elongated slot steel 17 bottoms are welded with horizontal billet 18 and vertical stiffener 19.
The groove inboard of described two channel-section steel I22 is welded with the vertical stiffener 23 of channel-section steel I.
Be welded with between 26, two channel-section steel II of end face billet bottom surface between described two channel-section steel II end faces and the two channel-section steel I22 bottom surfaces and be welded with bottom surface billet 29.The groove inboard of channel-section steel II is welded with vertical stiffener 28 of channel-section steel II and the horizontal stiffener 27 of channel-section steel II.
This steel construction distributes the construction method of beam type two-wire whole opening box girder static test device, and construction procedure is as follows:
Step 1 according to multi-form case beam 1, is calculated the required maximum pull of test, to be no more than 70% of steel strand wires 4 bearing capacities, determines steel strand wires radical and built-in fitting model, determines the position of lifting jack 30 load(ing) points;
At multi-form case beam, static test frame of the present utility model can be general, only distribution beam need be strengthened getting final product with steel plate in the lifting jack position.
Claims (9)
1. a steel construction distributes beam type two-wire whole opening box girder static test device, comprise the testing bed, testing stand (6) that is supported in two ends, case beam (1) bottom, testing bed, testing stand (6) is fixed by pile for prestressed pipe (7) and ground downwards, it is characterized in that: case beam (1) end face is arranged with at least 5 set of dispense beams (2) in parallel, 5 set of dispense beams are equipped with lifting jack (30) with case beam (1) span centre position symmetry between case beam (1) end face and the distribution beam (2); Case beam (1) below is lifted with reinforced concrete counterweight (5), and the reinforced concrete counterweight is embedded with built-in fitting in (5), and the pre-buried via hole that the steel strand wires (4) of connection built-in fitting are upward through on the case beam (1) is connected with distribution beam (2);
Every set of dispense beam (2) is to be welded into integral body by two horizontally disposed shaped steel (8), and steel strand (4) is located the steel strand wires preformed hole (15) of vertical setting in the middle of two shaped steel (8);
Described built-in fitting (3) upper body is by two channel-section steel I(22) with two channel-section steel II(25) vertical being formed by connecting, two channel-section steel I are uncovered back to setting, the middle part is connected by two web joints (24) between the two channel-section steel I, be connected with two bearing pins (20) between the end of two channel-section steel I, be connected with two on the every bearing pin (20) respectively and extend and be anchored at the inner elongated slot steel (17) of reinforced concrete counterweight (5) downwards, two the elongated slot steel is uncovered is oppositely arranged, and bearing pin (20) is fixed with bearing pin fixed head (21) respectively in the perforation outside and elongated slot steel (17) inboard of channel-section steel I; Two channel-section steel II are uncovered back to being vertically connected at two channel-section steel I(22) between, channel-section steel II and the welding of middle part, channel-section steel I bottom surface.
2. steel construction according to claim 1 distributes beam type two-wire whole opening box girder static test device, and it is characterized in that: described shaped steel (8) is HM shaped steel, H shaped steel or joist steel.
3. steel construction according to claim 1 distributes beam type two-wire whole opening box girder static test device, and it is characterized in that: the end face of described two shaped steel (8) is welded with a block length steel plate (9) along the centre joint.
4. steel construction according to claim 1 distributes beam type two-wire whole opening box girder static test device, it is characterized in that: steel strand place, described two shaped steel (8) bottom surface is welded with billet I(10), two shaped steel (8) bottom surfaces and lifting jack (30) fulcrum corresponding position are welded with billet II(11).
5. steel construction according to claim 1 distributes beam type two-wire whole opening box girder static test device, it is characterized in that: described two shaped steel (8) lifting jack (30) fulcrum and steel strand (4) locate to be provided with interior stiffener (13) and outside stiffener (12), interior stiffener (13) is welded between the riser of two shaped steel, and outer stiffener (12) is welded in the riser outside of two shaped steel and is provided with shoulder to shoulder with interior stiffener (13).
6. steel construction according to claim 1 distributes beam type two-wire whole opening box girder static test device, it is characterized in that: described two shaped steel (8) locate also to be provided with the vertical stiffener of shaped steel (14) at lifting jack (30) fulcrum and steel strand (4), and the vertical stiffener of shaped steel (14) welds with the riser of shaped steel.
7. steel construction according to claim 1 distributes beam type two-wire whole opening box girder static test device, it is characterized in that: described elongated slot steel (17) bottom is welded with horizontal billet (18) and vertical stiffener (19).
8. steel construction according to claim 1 distributes beam type two-wire whole opening box girder static test device, and it is characterized in that: groove inboard described two channel-section steel I(22) is welded with the vertical stiffener of channel-section steel I (23).
9. steel construction according to claim 1 distributes beam type two-wire whole opening box girder static test device, it is characterized in that: described two channel-section steel II(25) end face and two channel-section steel I(22) be welded with end face billet (26) between the bottom surface, be welded with bottom surface billet (29) between two channel-section steel II bottom surfaces; Channel-section steel II(25) groove inboard is welded with vertical stiffener of channel-section steel II (28) and the horizontal stiffener of channel-section steel II (27).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206833622U CN201945464U (en) | 2010-12-28 | 2010-12-28 | Steel structure spreader beam type double-line full span box beam static loading test device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206833622U CN201945464U (en) | 2010-12-28 | 2010-12-28 | Steel structure spreader beam type double-line full span box beam static loading test device |
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| CN201945464U true CN201945464U (en) | 2011-08-24 |
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| CN2010206833622U Expired - Lifetime CN201945464U (en) | 2010-12-28 | 2010-12-28 | Steel structure spreader beam type double-line full span box beam static loading test device |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102162774A (en) * | 2010-12-28 | 2011-08-24 | 北京中铁房山桥梁有限公司 | Steel-structure distribution-girder-type double-track whole opening box girder static load test device and construction method thereof |
| CN102914446A (en) * | 2012-11-08 | 2013-02-06 | 辽宁铭鹏防爆起重机有限公司 | Box type bridge static loading test rack |
| CN103115791A (en) * | 2013-01-29 | 2013-05-22 | 常州市房产信息中心 | Method and device for field performance detection of steel portal rigid-framed structures |
| CN103512739A (en) * | 2013-09-25 | 2014-01-15 | 合肥工业大学 | Self-balance system for exerting effective prestress on hardware |
| CN114112254A (en) * | 2021-11-22 | 2022-03-01 | 同济大学建筑设计研究院(集团)有限公司 | Static force loading test device for pier with mixed structure |
-
2010
- 2010-12-28 CN CN2010206833622U patent/CN201945464U/en not_active Expired - Lifetime
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102162774A (en) * | 2010-12-28 | 2011-08-24 | 北京中铁房山桥梁有限公司 | Steel-structure distribution-girder-type double-track whole opening box girder static load test device and construction method thereof |
| CN102914446A (en) * | 2012-11-08 | 2013-02-06 | 辽宁铭鹏防爆起重机有限公司 | Box type bridge static loading test rack |
| CN102914446B (en) * | 2012-11-08 | 2015-09-30 | 辽宁铭鹏防爆起重机有限公司 | A kind of box bridge static test frame |
| CN103115791A (en) * | 2013-01-29 | 2013-05-22 | 常州市房产信息中心 | Method and device for field performance detection of steel portal rigid-framed structures |
| CN103115791B (en) * | 2013-01-29 | 2015-02-11 | 常州市房产信息中心 | Method and device for field performance detection of steel portal rigid-framed structures |
| CN103512739A (en) * | 2013-09-25 | 2014-01-15 | 合肥工业大学 | Self-balance system for exerting effective prestress on hardware |
| CN103512739B (en) * | 2013-09-25 | 2015-09-02 | 合肥工业大学 | Effective prestressed self equilibrium systems is applied to hardware |
| CN114112254A (en) * | 2021-11-22 | 2022-03-01 | 同济大学建筑设计研究院(集团)有限公司 | Static force loading test device for pier with mixed structure |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20110824 Effective date of abandoning: 20130911 |
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| RGAV | Abandon patent right to avoid regrant |