A kind of device that prevents that bow member from turning on one's side in dilatory process
Technical field
The present invention relates to the erection technique of steel pipe arch bridge bow member, particularly a kind of device that prevents that bow member from turning on one's side in dilatory process.
Background technology
When construct in field, long-span steel pipe arch bridge spanning existing railway junction, required and railway operation condition restriction by railway electrification safety regulation, cannot move into large-scale hoisting machinery equipment.Be so limited, when construction steel pipe arch bridge, we have adopted and have built dilatory runway, in dilatory runway end erection bracket, bow member lifting are fixed on support, then the arch rib of end lifting are carried to it by support along dilatory runway and move method in place.Yet this kind of method brought again new problem, support and arch rib that it moves along dilatory runway, overall weight is very big, once there is deflection in moving process, will have the possibility of rollover, may therefore cause construction accident.Therefore, find that a kind of can to prevent that arch rib from the device of rollover occurring in dilatory moving process very necessary.
Summary of the invention
The present invention is intended to provide a kind of structure that can prevent bow member generation rollover in dilatory process, to guarantee the safety of bow member hauling construction.
The device that prevents that bow member from turning on one's side in dilatory process of the present invention, the support that comprises scaffold, support arranges respectively four supporting legs in the position of two side launching noses, supporting leg divides two groups of front and back, be individually fixed on former and later two i iron of bottom, two ends, i iron bottom respectively arrange a three-dimensional jack, by three-dimensional jack, from two ends, i iron are supported, can drive i iron two ends respectively longitudinally, laterally and vertical direction move; Four three-dimensional jack are all placed on the workbench of walking dolly, and walking dolly is placed on the track of dilatory runway top; The described device that prevents that bow member from turning on one's side in dilatory process also comprises for measuring the total powerstation of Ba Ge end, arch rib front and back end coordinate, is respectively arranged with the light target that coordinates total station survey to use in corresponding position, Ba Ge end, arch rib front and back end.
The device that prevents that bow member from turning on one's side in dilatory process of the present invention, after four legs of frame bottom connect by i iron between two, then is supported and is placed on four walking dollies by four three-dimensional jack.When arch rib causes total station survey to the along slope coordinate of relevant position, end before and after arch rib or vertical coordinate when inconsistent because both sides displacement is inconsistent, can drive each i iron to carry support and arch rib moves by three-dimensional jack, be adjusted to consistent; Avoid crooked support to be continued to be drawn and move ahead and caused bow member and support to be turned on one's side.When arch rib causes total station survey inconsistent to the vertical coordinate of relevant position, end before and after arch rib because the one-sided deflection of support is excessive, can increase the intensity of support, the deflection of support is reduced, thereby make the vertical coordinate in arch rib end consistent, avoid arch bridge and riding, thereby avoid bow member and support to tow in heeling condition, the rollover that prevents so cause.
Bow member moving track bottom can arrange reinforcement structure, described reinforcement structure comprises upper and lower two two parallel steel plates, between two parallel steel plates side by side near a plurality of i iron are installed, the upper and lower surface of i iron connects firmly respectively at two parallel steel plates, and the outer rim of two parallel steel plates connects by bolt screw rod again; Bow member moving track is positioned at the top of upper steel plate, comprises the limit that stops of the smooth guide pass in middle part and guide pass both sides.In the outside that stops limit, deep floor can be set.By above-mentioned reinforcement structure is set, can significantly promote the support strength of nose girder to running gear, three-dimensional jack, support and the arch rib of its top, the support post that reduces nose girder and nose girder bottom supports the deflection that they produce, thereby reduce, caused the vertical coordinate in arch rib end inconsistent because of nose girder and column distortion, also get final product the probability of the vertical inclination of less generation, thereby further prevent the rollover of arch rib and support.
Accompanying drawing explanation
Fig. 1 is the installment state schematic diagram that prevents the device that bow member is turned on one's side in dilatory process of the present invention;
The lateral view of Fig. 2 Fig. 1;
Fig. 3 is the partial enlarged drawing of Fig. 1.
The specific embodiment
A kind of device that prevents that bow member from turning on one's side in dilatory process, as Fig. 1-3, the support 1 that comprises scaffold, support arranges respectively four supporting legs 2 in the position of two side launching noses, supporting leg divides two groups of front and back, is individually fixed on former and later two i iron 3 of bottom, and two ends, i iron bottom respectively arrange a three-dimensional jack 4, by three-dimensional jack, from two ends, i iron is supported, can drive i iron two ends respectively longitudinally, laterally and vertical direction move; Four three-dimensional jack are all placed on the workbench 6 of walking dolly 5, and walking dolly is placed on the track 8 of dilatory runway 7 tops; The described device that prevents that bow member from turning on one's side in dilatory process also comprises for measuring the total powerstation of Ba Ge end, arch rib front and back end coordinate, is respectively arranged with the light target that coordinates total station survey to use in corresponding position, Ba Ge end, arch rib front and back end.
Bow member moving track bottom can arrange reinforcement structure, described reinforcement structure comprises upper and lower two two parallel steel plates, between two parallel steel plates side by side near a plurality of i iron are installed, the upper and lower surface of i iron connects firmly respectively at two parallel steel plates, and the outer rim of two parallel steel plates connects by bolt screw rod again; Bow member moving track is positioned at the top of upper steel plate, comprises the limit that stops of the smooth guide pass in middle part and guide pass both sides.