CN102012313A - Method for carrying out load test on bridge support frame by prefabricated parts moved through tractive walking - Google Patents
Method for carrying out load test on bridge support frame by prefabricated parts moved through tractive walking Download PDFInfo
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- CN102012313A CN102012313A CN201010524876.8A CN201010524876A CN102012313A CN 102012313 A CN102012313 A CN 102012313A CN 201010524876 A CN201010524876 A CN 201010524876A CN 102012313 A CN102012313 A CN 102012313A
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Abstract
The invention relates to a method for carrying out load test on a bridge support frame. The method for carrying out load test on the bridge support frame by prefabricated parts moved through tractive walking is characterized by comprising the following steps: firstly placing a template special for loading on a box-beam template on the bridge support frame; installing a plurality of rails on the template special for loading along the longitudinal direction of the bridge support frame; placing gallows frames on the rails, using a tractor to tow the gallows frames to walk to transport the prefabricated parts horizontally to lift and lower the prefabricated parts on the first layer, carrying out load test detection on the bridge support frame and then lifting and lowering the prefabricated parts on the second layer after meeting the requirement; carrying out detection again after completing loading; after test detection meets the requirement, firstly unloading the prefabricated parts on the second layer and then unloading the prefabricated parts on the first layer after all the prefabricated parts on the second layer are unloaded. The method has good reliability and safety, high test efficiency, standard test measurement and high precision of load simulation.
Description
Technical field
The present invention relates to a kind of method of bridge support frame being carried out load test.
Background technology
Bridge support frame loading precompressed test is the problem in order to the inelastic deformation of check foundation bearing capacity and distortion and elimination bracing frame, overcome bracing frame because of producing the adverse effect of distortion in the installation process, heap(ed) capacity is 1.2 times of bridge reinforcement concrete dead load, shown in Fig. 1 " standard paragraphs transversal section bridge reinforcement concrete dead load linear load distribution plan ", the load of actual loaded multiply by 1.2 coefficients for the load of indicating among Fig. 1, payload values is bigger, is generally 15.5kN/m
2～36.8kN/m
2Be 1.55t/m
2～3.68t/m
2
Bridge support frame is carried out the method for load test, and classic method adopts sand pocket that bridge support frame is carried out load test, and the problem that traditional sand pocket precompressed bridge support frame exists is as follows:
1) rainy day sand pocket suction produces overload (water-intake rate that adds carrier material sand comprises water cut in self material suction and the space, about about 20%) and causes the serious accident that collapses.
2) metering is inaccurate, and load test is lack of standardization, and potential safety hazard is big; The suspender belt easy fracture of sand pocket, dangerous; Inaccurate and be difficult to accurately simulate the size distribution situation of bridge actual loading because of sand pocket metering, thus cause bridge in building the concrete process, and bridge support frame holds can't stand bridge deadweight and construction loads, causes bridge support frame to collapse.
3) road occupying influences traffic: in the test method that traditional sand pocket loads, bridge must adopt large-scale crane on the sand pocket, and, need to have a strong impact on traffic in bridge both sides road occupying construction, cause traffic to block up more.
4) long in time limit; Little (the 1.45t/m of sand proportion
3), the hook number that hangs is many, and the road occupying construction, and is long in time limit.Striding the loading duration that 30 meters bridge support frames of striding carry out load test to one is 15 days.
5) the sand pocket repeat usage is low.Do not meet the policy of recycling economy and low-carbon economy, energy-conserving and environment-protective, and the road occupying of sand pocket loading need, do not meet harmonious the construction and eco-friendly requirement.
The reliability of bridge support frame precompressed test is one of important prerequisite of bridge security construction.The load test of bridge support frame (framing scaffold) is the security that is used to check ground and bracing frame originally, and security incident does not collapse during with assurance pouring box ellbeam concrete.
Can be there better test method to substitute traditional test method to address these problems? both can reduce because of above reason cause bridge support frame collapse accident, reduce casualties, reduce the generation of security incident, can in the process of urban municipal construction, embody harmonious construction again?
Summary of the invention
The object of the present invention is to provide a kind of portable prefabricated components of walking that draw that bridge support frame is carried out the method for load test, this method reliability and security are good, the accuracy height of test measurement standardization, load simulation.
For achieving the above object, the technical solution used in the present invention is: the portable prefabricated components of traction walking carry out the method for load test to bridge support frame, it is characterized in that it comprises the steps:
1) on the box-beam plate 2 on the bridge support frame 1, lays earlier loading dedicated templates 3;
2) a plurality of tracks 4 of vertical installation that load dedicated templates 3 upper edge bridge support frames 1 (described a plurality of be that 7-22 is individual), track 4 usefulness jigs are fixed on and load on the dedicated templates 3, connected by web member between the adjacent orbit, the spacing between the adjacent orbit is greater than prefabricated components length 10～1000mm;
3) lay some door shapes on first track and second track and hang 6, lay some door shapes and hang 6 on the 3rd track and the 4th track, lay some door shapes and hang 6 on the 5th track and the 6th track, the rest may be inferred;
On the bridge pier of the other end that hangs away from door shape, traction engine is set, hangs the wire rope of traction engine and a door shape fixing; Or the wire rope of traction engine is connected with the steel shoulder pole, the steel shoulder pole hangs fixingly with door shape again, and the steel shoulder pole has wheel and installs in orbit;
Termination at bridge support frame 1, with 25t ton truck crane prefabricated components 5 handlings are hung 6 interorbital and put to being provided with a shape, hang by door shape prefabricated components 5 are sling, start traction engine, the hanging of traction door shape is walked, carry out the level transportation of prefabricated components 5, put down after the arrival desired location, carry out hanging of ground floor part prefabricated components; The steel cable of removing traction engine at last hangs fixing with door shape;
4) completing steps 3) after, termination at bridge support frame 1, hang with 25t ton truck crane moving door shape, on second track and the 3rd track, lay some door shapes and hang 6, on the 4th track and the 5th track, lay some door shapes and hang 6, lay some door shapes and hang 6 on the 6th track and the 7th track, the rest may be inferred;
On the bridge pier of the other end that hangs away from door shape, traction engine is set, hangs the wire rope of traction engine and a door shape fixing; Or the wire rope of traction engine is connected with the steel shoulder pole, the steel shoulder pole hangs fixingly with door shape again, and the steel shoulder pole has wheel and installs in orbit;
Termination at bridge support frame 1, with 25t ton truck crane prefabricated components 5 handlings are hung 6 interorbital and put to being provided with a shape, hang by door shape prefabricated components 5 are sling, start traction engine, the hanging of traction door shape is walked, carry out the level transportation of prefabricated components 5, put down after the arrival desired location, carry out hanging of ground floor another part prefabricated components;
After finishing the hanging of this step ground floor prefabricated components, bridge support frame is carried out load test detect, after meeting the demands, load second layer part prefabricated components again on the ground floor prefabricated components of this step, the steel cable of removing traction engine at last hangs fixing with a door shape;
5) completing steps 4) after, termination at bridge support frame 1, hang with 25t ton truck crane moving door shape, on first track and second track, lay some door shapes and hang 6, on the 3rd track and the 4th track, lay some door shapes and hang 6, lay some door shapes and hang 6 on the 5th track and the 6th track, the rest may be inferred;
Hang the wire rope of traction engine and door shape fixing or the wire rope of traction engine is connected with the steel shoulder pole, the steel shoulder pole hangs fixingly with door shape again, and the steel shoulder pole has wheel and installs in orbit;
Termination at bridge support frame 1, with 25t ton truck crane prefabricated components 5 handlings are hung on 6 the interorbital ground floor prefabricated components and put to being provided with a shape, hang by door shape prefabricated components 5 are sling, start traction engine, the hanging of traction door shape is walked, carry out the level transportation of prefabricated components 5, put down after the arrival desired location, carry out hanging of second layer another part prefabricated components;
6) behind whole loadeds, bridge support frame is carried out load test detect (heap(ed) capacity is implemented by national standard);
7) treat that the test detection finishes, unload that unloading second layer prefabricated components treat that the whole completions of discharge of second layer prefabricated components unload the ground floor prefabricated components more earlier.
Described some door shapes are hung to 1-10 platform door shape and are hung.
Described prefabricated components are cast iron or reinforced concrete structure prefabricated components.
The length and width height of described prefabricated components is the mm of the mm of (500-2500) mm * (500-2500) * (200-2500).The length of described prefabricated components also should satisfy its interchangeability except the size that can satisfy load.
Described door shape is hung 6 and is comprised gallows frame 8, pushing hands frame, braking mechanism, roller 13, chain block 7, be respectively equipped with suspension hook link plate 9 on the preceding entablature 23 of the upper end of gallows frame 8, the back entablature 24, hang with chain block 7 on the suspension hook link plate 9, the preceding left end bottom surface of gallows frame 8, preceding right-hand member bottom surface, left end bottom surface, back, right-hand member bottom surface, back are fixed with roller support respectively, and roller support is provided with roller 13; The front end of gallows frame 8, rear end are equipped with the pushing hands frame; The preceding left end of gallows frame 8, preceding right-hand member, back left end, back right-hand member are respectively equipped with braking mechanism 16.
Described pushing hands frame comprises left montant 10, cross bar 11, right montant 12, upper boom 14, lower beam 15, upper boom 14 is positioned at the top of lower beam 15, one end of upper boom 14, lower beam 15 is all fixedlyed connected with gallows frame 8, the other end of upper boom 14, lower beam 15 is all fixedlyed connected with left montant 10, and left montant 10 is fixedlyed connected by cross bar 11 with right montant 12.
Described braking mechanism comprises shoe piece 17, brake lever 18, the perpendicular lever 19 of brake, brake horizontal lever 20, upper bracket 21, undersetting 22, undersetting 22 is fixed on the bottom surface of gallows frame 8, upper bracket 21 is fixed on the pushing hands frame, one end and the undersetting 22 of brake lever 18 are hinged, fixedly connected with the lower end of the perpendicular lever 19 of brake in the other end of brake lever 18, be hinged with shoe piece 17 on the brake lever 18, when brake lever 18 was depressed, shoe piece 17 contacted with roller; One end and the upper bracket 21 of brake horizontal lever 20 are hinged, fixedly connected with the other end of brake horizontal lever 20 in the upper end of the perpendicular lever 19 of brake.
The invention has the beneficial effects as follows: this method can reduce bridge construction beam bracing frame collapse accident, reduce casualties, reduce the generation of security incident, reliability and security are good, can realize in the process of urban municipal construction that again not road occupying does not influence traffic, load test standardization and measurement standardization (the accuracy height of test measurement standardization, load simulation) have been realized, simultaneously, prefabricated components repeat usage height, and applied widely, the also static load test of available pile foundation.The policy that meets recycling economy and low-carbon economy, energy-conserving and environment-protective has embodied resources conservation, environmental friendliness and harmonious the construction.The present invention has improved the reliability and the security of bridge support frame precompressed test greatly, is the important assurance that bridge security is built.Innovative point of the present invention is as follows:
1, adds the innovation of carrier material: for prefabricated components, especially packaged type prefabricated components, realized adding the variation of carrier material from the sand pocket innovation; According to the difference of each position load size of cased beam, prefabricated components can be selected differing heights and carry out layering, prefabricated components layering precompressed, and the simulation actual loading is effective; The measurement standardization of heap(ed) capacity and accurately simulation load hierarchical layered loading have been realized; Load prefabricated components and be not subjected to rainy the influence, security performance is good.
2, add the innovation of the horizontal means of transportation of loading: rely on small crane that prefabricated components are hung onto between the track at bridge one end, a door shape is hung in that track is up walks to transport prefabricated components (the level transportation does not need crane) then.Little (the 1.473t/m of sand proportion
3), the many and road occupying construction of the hook number that hangs, long in time limit, sand pocket (sand bag) whenever hangs 1 ton when loading, and prefabricated components whenever hang about 3 tons, and the time shortens 50%.Prefabricated components are than great, the size standard, stack take up an area of little, and transport simple and direct fast, can shorten the precompressed cycle greatly.
The innovation of 3, energy-conserving and environment-protective aspect: rely on small crane that prefabricated components are hung onto between the track at bridge one end (in the construction area), realized that not road occupying does not influence traffic, help harmonious the construction; Prefabricated components can use for a long time, and applied range also can be used for the static load test of pile foundation; Meeting recycling economy, low-carbon economy, resources conservation, eco-friendly policy, is the load test method of a kind of safe, green and environment-friendly type.
4, the standardization of bridge support frame precompressed load test: improved the reliability and the security of bridge support frame precompressed load test, reduced bridge support frame (framing scaffold) security incident that collapses.
5, widened section is done precompressed when test,, and can't hang and deliver to the position, promptly can't use sand pocket and steel precompressed adding loading because crane can't be at bridge side erect-position; The advantage of the packaged type prefabricated components preloading method of laying track is more obvious.
Description of drawings
Fig. 1 is a standard paragraphs transversal section bridge reinforcement concrete dead load linear load distribution plan.
Fig. 2 is the layout synoptic diagram of prefabricated components of the present invention.
Fig. 3 is the structural representation that door shape of the present invention is hung.
Fig. 4 is the right view (left view and right view symmetry) of Fig. 3.
Fig. 5 is the structural representation of gallows frame of the present invention.
Fig. 6 is the structural representation of braking mechanism of the present invention.
Fig. 7 is the structural representation of pushing hands frame of the present invention.
Among the figure: the 1-bridge support frame, 2-box-beam plate, 3-loads dedicated templates, 4-track, the 5-prefabricated components, 6-door shape is hung, 7-chain block, 8-gallows frame, 9-suspension hook link plate, 10-left side montant, 11-cross bar, the right montant of 12-, upper boom before the 13-roller, 14-, 15-lower beam, 16-braking mechanism, the 17-shoe piece, 18-brake lever, the perpendicular lever of 19-brake, the 20-horizontal lever that brakes, the 21-upper bracket, entablature before the 22-undersetting, 23-, entablature behind the 24-.
Embodiment
Embodiment 1:
As Fig. 2, Fig. 3, Fig. 4, Fig. 5, Fig. 6, shown in Figure 7, the portable prefabricated components of traction walking carry out the method for load test to bridge support frame, and it comprises the steps:
1) on the box-beam plate 2 on the bridge support frame 1, lays earlier loading dedicated templates 3 (load dedicated templates 3 and can adopt old template);
2) vertical (being length direction) that load dedicated templates 3 upper edge bridge support frames 1 a plurality of tracks 4 (described a plurality of 7-22 of being) are installed, track 4 usefulness jigs are fixed on and load on the dedicated templates 3, (width of web member is 60mm, and web member is a steel band by the web member connection between the adjacent orbit; Track is provided with two car stops), the spacing between the adjacent orbit is greater than prefabricated components length 10-1000mm;
3) lay some door shapes on first track and second track and hang 6, lay some door shapes and hang 6 on the 3rd track and the 4th track, lay some door shapes and hang 6 on the 5th track and the 6th track, the rest may be inferred;
On the bridge pier of the other end that hangs away from door shape, traction engine is set, hangs the wire rope of traction engine and a door shape fixing; Or the wire rope of traction engine is connected with the steel shoulder pole, the steel shoulder pole hangs fixingly with door shape again, and the steel shoulder pole has wheel and installs in orbit;
Termination at bridge support frame 1, with 25t ton truck crane prefabricated components 5 handlings are hung 6 interorbital and put to being provided with a shape, hang by door shape prefabricated components 5 are sling, start traction engine, the hanging of traction door shape is walked, carry out the level transportation of prefabricated components 5, put down after the arrival desired location, carry out hanging of ground floor part prefabricated components; The steel cable of removing traction engine at last hangs fixing with door shape;
4) completing steps 3) after, termination at bridge support frame 1, hang with 25t ton truck crane moving door shape, on second track and the 3rd track, lay some door shapes and hang 6, on the 4th track and the 5th track, lay some door shapes and hang 6, lay some door shapes and hang 6 on the 6th track and the 7th track, the rest may be inferred;
On the bridge pier of the other end that hangs away from door shape, traction engine is set, hangs the wire rope of traction engine and a door shape fixing; Or the wire rope of traction engine is connected with the steel shoulder pole, the steel shoulder pole hangs fixingly with door shape again, and the steel shoulder pole has wheel and installs in orbit;
Termination at bridge support frame 1, with 25t ton truck crane prefabricated components 5 handlings are hung 6 interorbital and put to being provided with a shape, hang by door shape prefabricated components 5 are sling, start traction engine, the hanging of traction door shape is walked, carry out the level transportation of prefabricated components 5, put down after the arrival desired location, carry out hanging of ground floor another part (last part) prefabricated components;
Finish hanging of this step ground floor prefabricated components back (bridge support frame is carried out load test detect, after meeting the demands, after promptly meeting the demands), on the ground floor prefabricated components of this step, load second layer part prefabricated components again according to testing result; The steel cable of removing traction engine at last hangs fixing with door shape;
5) completing steps 4) after, termination at bridge support frame 1, hang with 25t ton truck crane moving door shape, on first track and second track, lay some door shapes and hang 6, on the 3rd track and the 4th track, lay some door shapes and hang 6, lay some door shapes and hang 6 on the 5th track and the 6th track, the rest may be inferred;
On the bridge pier of the other end that hangs away from door shape, traction engine is set, hangs the wire rope of traction engine and a door shape fixing; Or the wire rope of traction engine is connected with the steel shoulder pole, the steel shoulder pole hangs fixingly with door shape again, and the steel shoulder pole has wheel and installs in orbit;
Termination at bridge support frame 1, with 25t ton truck crane prefabricated components 5 handlings are hung on 6 the interorbital ground floor prefabricated components and put to being provided with a shape, hang by door shape prefabricated components 5 are sling, start traction engine, the hanging of traction door shape is walked, carry out the level transportation of prefabricated components 5, put down after the arrival desired location, carry out hanging of second layer another part (last part) prefabricated components;
6) all behind the loadeds [be completing steps 5) back], bridge support frame is carried out load test detects (heap(ed) capacity is implemented by national standard);
7) treat that the test detection finishes, unload that unloading second layer prefabricated components treat that the whole completions of discharge of second layer prefabricated components unload the ground floor prefabricated components more earlier.
Described some door shapes are hung to 1-10 platform door shape and are hung (concrete platform is several to be determined according to needs).
Described prefabricated components are cast iron or reinforced concrete structure prefabricated components.
The length and width height of described prefabricated components is the mm of the mm of (500-2500) mm * (500-2500) * (200-2500).The length of described prefabricated components also should satisfy its interchangeability except the size that can satisfy load.
Described door shape is hung 6 and is comprised gallows frame 8, the pushing hands frame, braking mechanism, roller 13, chain block 7, the preceding entablature 23 of the upper end of gallows frame 8, be respectively equipped with suspension hook link plate 9 (suspension hook link plate 9 is provided with hanging hole) on the back entablature 24, (two 5 tons of chain blocks are used for prefabricated components 5 are sling to hang with chain block 7 on the suspension hook link plate 9, put down), the preceding left end bottom surface of gallows frame 8, preceding right-hand member bottom surface, back left end bottom surface, back right-hand member bottom surface is fixed with roller support respectively, roller support is provided with roller 13 (between two front wheels, spacing between two rear rollers is the spacing between adjacent two tracks, during use, roller is positioned on the track; The left side of Fig. 3 is a left side, and the right be right, towards the onlooker be before, be afterwards in the paper); The front end of gallows frame 8, rear end are equipped with the pushing hands frame; The preceding left end of gallows frame 8, preceding right-hand member, back left end, back right-hand member are respectively equipped with braking mechanism 16 (during brake, the shoe piece 17 of braking mechanism contacts with roller, joins a brake shoe on each roller).
Described pushing hands frame comprises left montant 10, cross bar 11, right montant 12, upper boom 14, lower beam 15, upper boom 14 is positioned at the top of lower beam 15, one end of upper boom 14, lower beam 15 is all fixedlyed connected with gallows frame 8 (as welding), the other end of upper boom 14, lower beam 15 is all fixedlyed connected with left montant 10 (as welding), and left montant 10 is fixedlyed connected (as welding) by cross bar 11 with right montant 12.
Described braking mechanism comprises shoe piece 17, brake lever 18, the perpendicular lever 19 of brake, brake horizontal lever 20, upper bracket 21, undersetting 22, undersetting 22 is fixed on the bottom surface of gallows frame 8, upper bracket 21 is fixed on the pushing hands frame, one end and the undersetting 22 of brake lever 18 are hinged, fixedly connected with the lower end of the perpendicular lever 19 of brake (as welding) in the other end of brake lever 18, be hinged with shoe piece 17 on the brake lever 18, when brake lever 18 was depressed, shoe piece 17 contacted with roller; One end and the upper bracket 21 of brake horizontal lever 20 are hinged, fixedly connected (as welding) with the other end of brake horizontal lever 20 in the upper end of the perpendicular lever 19 of brake.
Prefabricated components can not be pressed on the web member between the track.
All indicate long * wide * high size and block tonnage sign on all prefabricated components.
Between prefabricated components and the prefabricated components (laterally) to reserve the wide track size of 250mm.
Embodiment 2:
Substantially the same manner as Example 1, different is: the bridge support frame in the certain limit in same the striding is carried out the subregion load test, be about to second layer part prefabricated components and carry out the subregion laying, subregion detects, then the prefabricated components on the zone of having detected in same the striding are moved on the zone of not detecting in same the striding, thereby realize finishing whole load tests with less prefabricated components.
Claims (7)
1. the portable prefabricated components of traction walking carry out the method for load test to bridge support frame, it is characterized in that it comprises the steps:
1) on the box-beam plate (2) on the bridge support frame (1), lays earlier loading dedicated templates (3);
2) at a plurality of tracks of vertical installation (4) that load dedicated templates (3) upper edge bridge support frame (1), track (4) is fixed on jig and loads on the dedicated templates (3), connected by web member between the adjacent orbit, the spacing between the adjacent orbit is greater than prefabricated components length 10～1000mm;
3) lay some door shapes on first track and second track and hang (6), lay some door shapes and hang (6) on the 3rd track and the 4th track, lay some door shapes and hang (6) on the 5th track and the 6th track, the rest may be inferred;
On the bridge pier of the other end that hangs away from door shape, traction engine is set, hangs the wire rope of traction engine and a door shape fixing; Or the wire rope of traction engine is connected with the steel shoulder pole, the steel shoulder pole hangs fixingly with door shape again, and the steel shoulder pole has wheel and installs in orbit;
Termination in bridge support frame (1), with 25t ton truck crane prefabricated components (5) handling is put to being provided with the interorbital that a shape hangs (6), hang by door shape prefabricated components (5) are sling, start traction engine, the hanging of traction door shape is walked, carry out the level transportation of prefabricated components (5), put down after the arrival desired location, carry out hanging of ground floor part prefabricated components; The steel cable of removing traction engine at last hangs fixing with door shape;
4) completing steps 3) after, termination in bridge support frame (1), hang with 25t ton truck crane moving door shape, on second track and the 3rd track, lay some door shapes and hang (6), on the 4th track and the 5th track, lay some door shapes and hang (6), lay some door shapes and hang (6) on the 6th track and the 7th track, the rest may be inferred;
On the bridge pier of the other end that hangs away from door shape, traction engine is set, hangs the wire rope of traction engine and a door shape fixing; Or the wire rope of traction engine is connected with the steel shoulder pole, the steel shoulder pole hangs fixingly with door shape again, and the steel shoulder pole has wheel and installs in orbit;
Termination in bridge support frame (1), with 25t ton truck crane prefabricated components (5) handling is put to being provided with the interorbital that a shape hangs (6), hang by door shape prefabricated components (5) are sling, start traction engine, the hanging of traction door shape is walked, carry out the level transportation of prefabricated components (5), put down after the arrival desired location, carry out hanging of ground floor another part prefabricated components;
After finishing the hanging of this step ground floor prefabricated components, bridge support frame is carried out load test detect; Load second layer part prefabricated components again on the ground floor prefabricated components of this step, the steel cable of removing traction engine at last hangs fixing with door shape;
5) completing steps 4) after, termination in bridge support frame (1), hang with 25t ton truck crane moving door shape, on first track and second track, lay some door shapes and hang (6), on the 3rd track and the 4th track, lay some door shapes and hang (6), lay some door shapes and hang (6) on the 5th track and the 6th track, the rest may be inferred;
Hang fixing with door shape the wire rope of traction engine; Or the wire rope of traction engine is connected with the steel shoulder pole, the steel shoulder pole hangs fixingly with door shape again, and the steel shoulder pole has wheel and installs in orbit;
Termination in bridge support frame (1), with 25t ton truck crane prefabricated components (5) handling is put to being provided with on the interorbital ground floor prefabricated components that a shape hangs (6), hang by door shape prefabricated components (5) are sling, start traction engine, the hanging of traction door shape is walked, carry out the level transportation of prefabricated components (5), put down after the arrival desired location, carry out hanging of second layer another part prefabricated components;
6) behind whole loadeds, bridge support frame is carried out load test detect;
7) treat that the test detection finishes, unload that unloading second layer prefabricated components treat that the whole completions of discharge of second layer prefabricated components unload the ground floor prefabricated components more earlier.
2. the traction according to claim 1 portable prefabricated components of walking carry out the method for load test to bridge support frame, it is characterized in that: the bridge support frame in the certain limit in same the striding is carried out the subregion load test, be about to second layer part prefabricated components and carry out the subregion laying, subregion detects, then the prefabricated components on the zone of having detected in same the striding are adopted the traction walking to move on the zone of not detecting in same the striding, thereby realize finishing whole load tests with less prefabricated components.
3. the traction according to claim 1 portable prefabricated components of walking carry out the method for load test to bridge support frame, and it is characterized in that: the material of prefabricated components is cast iron or reinforced concrete structure prefabricated components.
4. the traction according to claim 1 portable prefabricated components of walking carry out the method for load test to bridge support frame, it is characterized in that: the length and width of described prefabricated components are high to be the mm of the mm of (500-2500) mm * (500-2500) * (200-2500).
5. the traction according to claim 1 portable prefabricated components of walking carry out the method for load test to bridge support frame, it is characterized in that: described door shape is hung (6) and is comprised gallows frame (8), the pushing hands frame, braking mechanism, roller (13), chain block (7), the preceding entablature (23) of the upper end of gallows frame (8), be respectively equipped with suspension hook link plate (9) on the back entablature (24), hang with chain block (7) on the suspension hook link plate (9), the preceding left end bottom surface of gallows frame (8), preceding right-hand member bottom surface, back left end bottom surface, back right-hand member bottom surface is fixed with roller support respectively, and roller support is provided with roller (13); Front end, the rear end of gallows frame (8) are equipped with the pushing hands frame; The preceding left end of gallows frame (8), preceding right-hand member, back left end, back right-hand member are respectively equipped with braking mechanism (16).
6. the traction according to claim 5 portable prefabricated components of walking carry out the method for load test to bridge support frame, it is characterized in that: described pushing hands frame comprises left montant (10), cross bar (11), right montant (12), upper boom (14), lower beam (15), upper boom (14) is positioned at the top of lower beam (15), one end of upper boom (14), lower beam (15) is all fixedlyed connected with gallows frame (8), the other end of upper boom (14), lower beam (15) is all fixedlyed connected with left montant (10), and left montant (10) is fixedlyed connected by cross bar (11) with right montant (12).
7. the traction according to claim 5 portable prefabricated components of walking carry out the method for load test to bridge support frame, it is characterized in that: described braking mechanism comprises shoe piece (17), brake lever (18), the perpendicular lever (19) of brake, brake horizontal lever (20), upper bracket (21), undersetting (22), undersetting (22) is fixed on the bottom surface of gallows frame (8), upper bracket (21) is fixed on the pushing hands frame, one end of brake lever (18) and undersetting (22) are hinged, fixedly connected with the lower end of the perpendicular lever (19) of brake in the other end of brake lever (18), be hinged with shoe piece (17) on the brake lever (18), brake lever (18) is when depressing, and shoe piece (17) contacts with roller; One end and the upper bracket (21) of brake horizontal lever (20) are hinged, fixedly connected with the other end of brake horizontal lever (20) in the upper end of the perpendicular lever (19) of brake.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010105248768A CN102012313B (en) | 2010-10-29 | 2010-10-29 | Method for carrying out load test on bridge support frame by prefabricated parts moved through tractive walking |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010105248768A CN102012313B (en) | 2010-10-29 | 2010-10-29 | Method for carrying out load test on bridge support frame by prefabricated parts moved through tractive walking |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102012313A true CN102012313A (en) | 2011-04-13 |
| CN102012313B CN102012313B (en) | 2012-01-25 |
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| CN2010105248768A Expired - Fee Related CN102012313B (en) | 2010-10-29 | 2010-10-29 | Method for carrying out load test on bridge support frame by prefabricated parts moved through tractive walking |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110672425A (en) * | 2019-11-14 | 2020-01-10 | 苏州科联建设工程质量检测有限公司 | Bridge bearing capacity detection device and detection method |
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| JP2007163390A (en) * | 2005-12-16 | 2007-06-28 | Jfe Steel Kk | Method and device for detecting defect of structure |
| CN101231208A (en) * | 2008-02-27 | 2008-07-30 | 中铁十三局集团有限公司 | Method of testing hanging-filling beam suspension basket and bracket equivalent load |
| CN100441779C (en) * | 2006-04-19 | 2008-12-10 | 中国建筑第二工程局有限公司 | Space-precasting translation-emplacing method for bridge construction |
| CN101624811A (en) * | 2009-08-07 | 2010-01-13 | 中国第一冶金建设有限责任公司 | Prefabricated part for loading bridge supporting bracket |
| CN101672008A (en) * | 2009-08-07 | 2010-03-17 | 中国第一冶金建设有限责任公司 | Method for loading bridge support frame with prefabricated part |
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Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007163390A (en) * | 2005-12-16 | 2007-06-28 | Jfe Steel Kk | Method and device for detecting defect of structure |
| CN100441779C (en) * | 2006-04-19 | 2008-12-10 | 中国建筑第二工程局有限公司 | Space-precasting translation-emplacing method for bridge construction |
| CN101231208A (en) * | 2008-02-27 | 2008-07-30 | 中铁十三局集团有限公司 | Method of testing hanging-filling beam suspension basket and bracket equivalent load |
| CN101624811A (en) * | 2009-08-07 | 2010-01-13 | 中国第一冶金建设有限责任公司 | Prefabricated part for loading bridge supporting bracket |
| CN101672008A (en) * | 2009-08-07 | 2010-03-17 | 中国第一冶金建设有限责任公司 | Method for loading bridge support frame with prefabricated part |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110672425A (en) * | 2019-11-14 | 2020-01-10 | 苏州科联建设工程质量检测有限公司 | Bridge bearing capacity detection device and detection method |
| CN110672425B (en) * | 2019-11-14 | 2022-04-05 | 苏州科联建设工程质量检测有限公司 | Bridge bearing capacity detection device and detection method |
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| CN102012313B (en) | 2012-01-25 |
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