CN205443964U - A intersection support piece for heavy steel pipe strutting arrangement of assembled - Google Patents

Abstract

The utility model relates to a bridge construction technical field that is under construction, concretely relates to an intersection support piece for heavy steel pipe strutting arrangement of assembled, including four links, wherein two links are connected respectively in the inboard and the outside that correspond heavy steel pipe, and two other links are connected with the heavy steel pipe strutting arrangement's of assembled first horizontal pole and second horizontal pole respectively, all be connected with the connecting plate on four links of intersection support piece, the support piece that intersects passes through the connecting plate and is connected with heavy steel pipe, first horizontal pole and second horizontal pole, be provided with the through -hole on the connecting plate. In the above -mentioned scheme of this application, support piece connects first horizontal pole, second horizontal pole and corresponding heavy steel pipe through setting up alternately for the atress intercoordination and the relevance of first horizontal pole and second horizontal pole and heavy steel pipe have further improved the heavy steel pipe strutting arrangement's of assembled mechanical properties.

Description

A kind of cross-brace for assembled heavy steel tube support means

Technical field

This utility model relates to bridge building operations technical field, is specifically related to a kind of cross-brace for assembled heavy steel tube support means.

Background technology

In bridge construction technical field, push construction method is applied to the construction of continuous bridge and cable-stayed bridge more, it is specially, beam body is paragraph by paragraph pouring or assembly on platform for lining, then with jack longitudinal direction pushing tow, beam body is made to pass through the interim sliding support face of each pier top, construction method in place after adjustment.Incremental launching construction is to arrange construction site on the ground at the rear of abutment, segmented pours or spelling beam body, before beam body, installation length is the pushing tow steel nose girder across footpath designated ratio, then exerted a force by level jack, beam body forwards pushing tow is gone out construction site, repeats these operations and can complete the construction of whole beam body.

In the incremental launching construction of bridge, spacing for bridge pier is wider, the bridge that span is bigger, owing to beam body span ability is limited, therefore need to also need to arrange Temporary Piers between permanent pier, during incremental launching construction, beam body is played interim supporting role, makes beam body smoothly by bridge pier next on pushing tow.

In pushing tow operation process, the vertical pressure that Temporary Piers beam body to be born is transmitted, during still suffering from pushing tow, certain horizontal force that beam body is bestowed, this just requires that Temporary Piers must have enough intensity, rigidity and stability simultaneously.

Current Temporary Piers, it is common that having two kinds of structures, a kind of is the Temporary Piers using the mode poured to obtain xoncrete structure, and a kind of is the truss-like Temporary Piers using rod member assembly to obtain.Temporary Piers for xoncrete structure, it has good structural strength, but its work progress is similar with permanent pier, whole work progress operation is numerous, not only needs to expend substantial amounts of man-hour, but also significantly increases construction cost, after bridge construction, during removing Temporary Piers, it is also desirable to the input of a large amount of man power and materials, significantly increase construction cost；For truss-like Temporary Piers, its simple structure, convenient installation, it is also convenient for removing, has not only saved cost, the most also shortened the duration, reduce human cost, but the Temporary Piers of this truss-like, the enabling capabilities that its vertical enabling capabilities of its structural strength is also horizontally oriented is the most weak, so the present use of this truss-like Temporary Piers；And, the Temporary Piers of this truss-like, owing between some component being employing welding or the fixing connection of other forms, so, when splitting out, need to use the destructive mode that splits out to split out, after splitting out, these components can not be reused again, so, there is also certain waste, cause the increase of construction cost.

So, need badly at present and a kind of both there is enough intensity, rigidity and stability, it is ensured that beam body can be carried out secure support, can conveniently install and split out again, reuse, reduce the structure of construction cost.

Summary of the invention

The purpose of this utility model is: in current bridge building operations, the problems referred to above that Temporary Piers construction exists, there is provided a kind of and both there is enough intensity, rigidity and stability, guarantee beam body is carried out secure support, can conveniently install and split out again, reuse, reduce the structure of construction cost.

A kind of assembled heavy steel tube support means, the support sections spliced successively including some in the vertical directions, described support sections includes some heavy steel tubes being vertically arranged, the quantitative commitments support means in the vertical direction of described heavy steel tube has enough support strengths, described heavy steel tube separates suitable distance, support means is made to have enough stability in the horizontal direction, connect between described heavy steel tube and have connecting rod, between described support sections, between described connecting rod and heavy steel tube, and be all dismountable connection between described connecting rod and connecting rod.

In the such scheme of the application, heavy steel tube is that thickness is more than or equal to 10mm, and the internal diameter steel pipe more than or equal to 500mm, steel pipe material is high intensity, the steel of high rigidity, such as Q345B steel.

Support means is spliced by supporting sections, support between sections, be all dismountable connection between connecting rod and heavy steel tube and between connecting rod with connecting rod, first the assembling difficulty of support means it is reduction of, facilitate the installation and removal of the application support means, and then the support means of the application can be reused, reduce construction cost；Simultaneously, the spaced apart suitable distance of heavy steel tube, distance between heavy steel tube ensures have enough stability in the horizontal direction, and, connected by connecting rod between heavy steel tube, so, the support means of the application either the most all has good reliability at vertical direction；Another further aspect, the support means of the application, it is heavy steel tube at the load-carrying member of vertical direction, when actual production, heavy steel tube and each connecting rod can be both configured to omnipotent component, the support means making the application has good versatility and replaceability, the most convenient manufacture and use, reduces installation difficulty and construction cost.

As preferably, the two ends of described heavy steel tube are respectively arranged with connection end plate, described connection end plate is ring-type, it is surrounded on the outside of described heavy steel tube, being also associated with reinforcement between described connection end plate and the outer wall of described heavy steel tube, adjacent two support sections realize dismountable connection by the cooperation of described connection end plate.

As preferably, described connection end plate is perpendicular to the central axis of described heavy steel tube, and described connection end plate has certain width, makes support sections have reliable stability on the direction being perpendicular to heavy steel tube central axis.

In the such scheme of the application, arranging connection end plate at the two ends of heavy steel tube, two support sections and realize dismountable connection by connecting the cooperation of end plate, are first to facilitate the connection between adjacent two sections and dismounting；nullAnd what is more important，The support means of the application，The support force of its in the vertical direction can be ensured easily，But when it is employed for by the environment that horizontal force is bigger，The incremental launching construction of such as bridge，During carrying out incremental launching construction，Will be by very big thrust on the direction of central axis being perpendicular to heavy steel tube，In order to ensure that support means has good stability on the direction of central axis being perpendicular to heavy steel tube，The diameter of heavy steel tube can be increased or increase heavy steel tube spacing on Impact direction，But both modes increase the volume of the application support means greatly，Cause the increase of difficulty of construction and cost，So，In this application，In the case of keeping heavy steel tube diameter and spacing inconvenience，At heavy steel tube two ends, connection end plate is set，While playing connection support sections effect，Also increase support means stability on the direction of central axis being perpendicular to heavy steel tube，And can't significantly increase volume and the cost of support means.

As preferably, each support sections includes that four heavy steel tubes the most identical, four heavy steel tubes cooperatively form quadra with each connecting rod.

In the such scheme of the application, support sections is set to quadra, after each support sections has docked, not only makes space structure neat, and also there is good stability.

As preferably, described support sections is cuboid frame structure.

In the such scheme of the application, supporting sections is cuboid frame structure, that is the support sections of the application has length direction, width and short transverse, each supports sections and splices the most one by one, and is set to by length direction consistent with Impact direction, so, in the case of ensureing to use material less, moreover it is possible to ensure stability good on Impact direction.

As preferably, described connecting rod includes cross bar, and described cross bar is perpendicular with the central axis of described heavy steel tube.

In the such scheme of the application, each heavy steel tube is connected as an overall structural system by connecting rod, first the globality of the application support means it has been to ensure that, make mutually to support between each component and coordinate, there is good mechanical property, and, cross bar and the central axis upright of heavy steel tube, and then also ensure that the support means of the application has good support strength and stability on the direction of central axis being perpendicular to heavy steel tube.

As preferably, two heavy steel tubes in described support sections same length plane, it is connected between the inner side of upper end and inner side and has cross bar, being also connected between outside with outside has cross bar.

As preferably, two heavy steel tubes in described support sections same length plane, the cross bar being connected between the inner side of upper end and inner side is the first cross bar, outside is the second cross bar with the cross bar being connected between outside, the first adjacent cross bar and the second cross bar constitute a cross bar group, are additionally provided with cross-brace between the first cross bar and second cross bar of each cross bar assembly.

In the such scheme of the application, by the first cross bar, the second cross bar and relative two heavy steel tubes, it constitutes the structural system of a tetragon, i.e., having two quadrilateral structure systems a upper end supporting sections, the structural system of this tetragon is vertical with the central axis of heavy steel tube, and its length direction is consistent with the length direction of support sections, so, further improve the application and support sections support strength in the longitudinal direction and the stability of structure.

As preferably, described cross-brace is at least one.

As preferably, described cross-brace includes four and connects end, and two of which connects end and is connected to the inner side and outer side of corresponding heavy steel tube, and two other connects end and is connected with the first cross bar and the second cross bar respectively.

In the such scheme of the application, the first cross bar, the second cross bar and the heavy steel tube of correspondence is connected by arranging cross-brace, make the first cross bar and the second cross bar mutually coordinated with the stress of heavy steel tube with associate, further increase the mechanical property of the application support means.

As preferably, four connection ends of described cross-brace all connecting and has connecting plate, described cross-brace is connected with heavy steel tube, the first cross bar and the second cross bar by connecting plate.

As preferably, described connecting plate is provided with through hole.

In such scheme, four connection ends of cross-brace all arrange connecting plate, facilitates the connection between cross-brace and heavy steel tube, the first cross bar and the second cross bar and dismounting.

As preferably, described cross-brace is split-type structural, includes the first support bar arranged in a crossed manner and the second support bar.

In such scheme, cross-brace is set to split-type structural, when installing, facilitate the first support bar and the adjustment of the second post position, and, the first support bar and the second support bar are separate, and then the first support bar and the second support bar are the most only exerted a force by respective end, and then there is good axial support effect, it is ensured that and the stability of structure between the first cross bar and the second cross bar, further ensure that the application supports the mechanical property of sections.

As preferably, described first support bar and the second support bar intersect for X shape.

In the such scheme of the application, cross-brace is set to X shape, that is, on the width supporting sections, cross-brace end projection coincides, and then ensures the first cross bar and the unification of the second cross bar stress, and the first support bar and the unification of the second support bar stress, ensure the harmony of the application supporting section intrasegmental part structure stress, improve the reliability being applied support means further.

As preferably, described first support bar and the second support bar are angle steel.

First support bar and the second support bar are set to angle steel, are first that angle steel has two sides, facilitate the connection between the first support bar and the second support bar and connecting plate, simultaneously, angle steel is standard component, facilitates the first support bar and the manufacture of the second support bar, reduces manufacturing cost.

As preferably, described first support bar lateral wall contacts with the lateral wall of the second support bar.

In such scheme, first support bar lateral wall contacts with the lateral wall of the second support bar, ensure the link position of the first support bar end and the coincidence on the width supporting sections of the link position of the second support bar end as far as possible, and then guarantee the first support bar as far as possible and the concordance of the second support bar stress, and first cross bar and the concordance of the second cross bar stress, so, the reliability of the application support means is improved.

As preferably, in a cross bar group, it is provided with two described cross-brace, the corresponding heavy steel tube of each cross-brace.

As preferably, two cross-brace in same cross bar assembly, the first cross bar of one of them cross-brace is parallel with the second cross bar of another cross-brace.

In the such scheme of the application, by arranging two cross-brace, further improve support sections in the structural strength being perpendicular in heavy steel tube central axial direction, the further reliability improving the application support means.

As preferably, described first support bar and the second support bar are non-omnipotent component, carry out blanking making according to on-site consolidation dimensional requirement.

In the such scheme of the application, it is non-omnipotent component by the first support bar and the second support bar, that is the assembled heavy steel tube support means of the application uses omnipotent component and the combination of non-omnipotent component, omnipotent component uses batch production processing, the crudy making omnipotent component can obtain good guarantee, and the omnipotent element structure of each specifications and models and size are unified, have good interchangeability；On the other hand, owing to the support device structure part of the application is numerous, during assembly, existence due to error, the size positions of each component has adjusted, so, in this application, partial component is used non-omnipotent component, during carrying out assembly, first assembled omnipotent component constitutes general support means framework, then according to the actual size between component, blanking makes non-omnipotent component, first it is the assembly facilitating support means, avoid the waste of component, simultaneously, owing to partial component is non-omnipotent component, also improve the adjustable of the application support means, and then add the scope of application of the application support means；Another further aspect, due in the support means of the application, when actual installation, if the adaptation that the shape of certain component or size can not be good with installation site, so after installing, the internal stress that this component inside will necessarily exist or stretch or compress or reverse, causes the fatigue resistance of support means to reduce, and support strength and stability all reduce.So, in the support means of the application, partial component is used the non-omnipotent component of field fabrication, in installation process, avoid the existence of component inside internal stress, and then ensure that the support means of the application has good mechanical property and reliability, and there is good stability.

As preferably, two heavy steel tubes on same support sections width, between upper end, radially connection has cross bar.

In the such scheme of the application, each heavy steel tube is frame structure by the connection of the cross bar coordination of supporting section segment length direction and width, further improve the structural strength of the application support means, and the harmony between each component, it is that the support means of the application has more preferable support strength and stability.

As preferably, in two heavy steel tubes in described support sections same length plane, a piece upper end connects two hounds, wherein the other end of a hound is connected with the middle part of another root heavy steel tube in this plane, and wherein hound of another root hound and adjacent supports sections is connected to the middle part of same heavy steel tube.

In the such scheme of the application, by arranging hound, wherein one is connected with the middle part of another root heavy steel tube of this support sections, improve the bonding strength between heavy steel tube further, improving the reliability and stability of the application support means, meanwhile, another root hound connects with adjacent support sections, so, adjacent two bonding strengths supported between sections are further strengthened.

As preferably, in same length plane, each hound supporting sections connects in wavy.

In the such scheme of the application, in the length plane supporting sections, each hound supporting sections connects in wavy, when support means is subject to the pressure along heavy steel tube central axial direction, stress between each hound is mutually transmitted, further increase the unification of the application support device structure stress, further increase the reliability and stability of the application support means.

As preferably, described hound includes the body of rod, and the two ends of the described body of rod are connected to tilt prop, and described tilt prop is provided with some through holes.

In the such scheme of the application, tilt prop is set at body of rod two ends, realizes be connected dismountable with each heavy steel tube by through hole thereon, facilitate the installation and removal of hound.

As preferably, for welding between the described body of rod and tilt prop.

During actual fabrication, tilt prop is welded on the body of rod, shape all-in-one-piece structure, reduces the number of parts of the application support means, further facilitated the installation and removal of the application support means.

As preferably, the two ends of the described body of rod are respectively provided with fluted, and the width of described groove matches with the width of described tilt prop, being wherein inserted partially in described groove of described tilt prop.

In such scheme, arranging groove at the two ends of the body of rod, a portion of tilt prop is inserted in groove, it is ensured that the bonding strength between the body of rod and tilt prop, improves the reliability that the application support means supports.

As preferably, described groove is arranged along the center line axis of the described body of rod.

In such scheme, groove is arranged along the center line axis of the body of rod, and when hound stress, tilt prop can transfer force on the body of rod along the plane of tilt prop, it is to avoid the generation of moment of flexure, and then ensures the reliability being connected between tilt prop and heavy steel tube.

As preferably, the body of rod of described hound is cylindric.

As preferably, the most advanced and sophisticated place of described tilt prop is additionally provided with chamfering.

In such scheme, chamfering is set at the most advanced and sophisticated place of tilt prop, is first to avoid scratching operator during installation and removal, simultaneously as be provided with chamfering, on the premise of not reducing tilt prop bonding strength, also reduce the size of tilt prop, it is to avoid interfere the installation of other components.

As preferably, the through hole on described tilt prop is for put in arrangement, and each exhausting hole is all along the central axial direction of the described body of rod.

Through hole on tilt prop is multiple, and is that arrangement is put along the central axis of the body of rod, it is ensured that the bonding strength of tilt prop, and ensures the uniformity of each position stress on tilt prop, further improves the reliability of the application support means.

As preferably, described support sections also includes some rod members and connects seat, and described rod member connects seat and is arranged on the described heavy steel tube that described cross bar is corresponding, and described cross bar is connected seat and connects with each self-corresponding rod member, it is achieved the connection to heavy steel tube.

In the such scheme of the application, connect seat connection cross bar by arranging rod member, be first the installation and removal facilitating cross bar；Simultaneously, it is to avoid cross bar is connected directly between on heavy steel tube, damaging heavy steel tube, causing the reduction of heavy steel tube mechanical property, so also ensure that the reliability and stability of the application support means.

As preferably, described rod member connects seat and includes the first seat board and the second seat board, and described first seat board and the second seat board are fixing with described heavy steel tube respectively to be connected.

In the such scheme of the application, the first seat board and the second seat board are fixing with heavy steel tube respectively to be connected, it is ensured that rod member connects the reliability being connected between seat and heavy steel tube.

As preferably, described first seat board and the second seat board are spaced apart along described heavy steel tube.

First seat board and the second seat board are spaced apart, and increase rod member further and connect the stability that seat is connected with heavy steel tube, it can also enough increase rod member to connect the link position of seat, the convenient connection to cross bar.

As preferably, described first seat board and the second seat board are ring-type, are looped around on the outer wall of described heavy steel tube.

In the such scheme of the application, first seat board and the second seat board are set to ring-type, increase the connection between the first seat board and the second seat board and heavy steel tube, further increase rod member and connect the bonding strength between seat and heavy steel tube, further, it is looped around on the outer wall of heavy steel tube, even if the connection between the first seat board or the second seat board and heavy steel tube is not tight, still will not depart from from heavy steel tube, further improve the reliability of the application support means.

As preferably, described first seat board and the second seat board are perpendicular to the central axis of described heavy steel tube.

In the such scheme of the application, the first seat board and the second seat board be vertical and the central axis of heavy steel tube so that what the first seat board and the second seat board and heavy steel tube were bestowed is all normal pressure, it is to avoid the generation of moment of flexure, the reliability of further support means.

As preferably, between described first seat board and/or the outer wall of the second seat board and described heavy steel tube, it is provided with reinforcement.

By arranging reinforcement, further ensure the reliability being connected between the first seat board and/or the second seat board and heavy steel tube.

As preferably, described first seat board is spliced by the First plate segment of some curved shapes.

As preferably, described second seat board is spliced by the second seat board sections of some curved shapes.

It is set to be spliced by the ground connection of some arc shapes by the first seat board and the second seat board, facilitates the connection between the first seat board and the second seat board and heavy steel tube, simplify the installation steps of the application support means.

As preferably, corresponding on described first seat board and on the second seat board it is provided with flange, described flange is provided with switching component, supports that the cross bar of device is dismountable with described switching component and is connected.

In the such scheme of the application, first seat board and the second seat board arrange switching component, first it is the effect serving the bonding strength between strengthening the first seat board and the second seat board, in the said structure of the application, cross bar is connected with switching component, switching component is arranged on rod member and connects on seat, and rod member connects seat and is arranged on heavy steel tube, so, realize the cross bar connection to heavy steel tube, by the combination of these components so that the while that the stable connection of cross bar being reliable, the installation and removal of cross bar are also convenient for it.

As preferably, described switching component includes pedestal, and described pedestal is connected between described first seat board and the second seat board, and described pedestal is provided with conversion seat, and described conversion seat includes the change-over panel corresponding with cross bar.

In the such scheme of the application, by arranging change-over panel, change-over panel is corresponding with cross bar, further facilitates the connection of cross bar.

As preferably, described change-over panel includes the first change-over panel and second change-over panel vertical with described first change-over panel, and described first change-over panel and the second change-over panel are connected with each self-corresponding cross bar respectively.

In such scheme, the first change-over panel and the second change-over panel are perpendicular so that, the cross bar in two planes can be connected easily, has further facilitated the installation and removal of the application support means.

As preferably, the heavy steel tube that described pedestal is corresponding also setting up horizonal web plate, described horizonal web plate is arranged between described first seat board and the second seat board, and described horizonal web plate side is fixing with described heavy steel tube to be connected, and opposite side is fixing with described pedestal to be connected.

By being arranged on horizonal web plate, it is ensured that the reliability being connected between pedestal with heavy steel tube.

As preferably, described horizonal web plate is perpendicular to the central axis of described heavy steel tube.

In the such scheme of the application, horizonal web plate is vertical and heavy steel tube so that horizonal web plate is normal pressure to the force of heavy steel tube, is further ensured that the reliability being connected between horizonal web plate with heavy steel tube.

As preferably, vertical web it is additionally provided with on the heavy steel tube that described pedestal is corresponding, the upside of described vertical web is fixing with described first seat board to be connected, the downside of described vertical web is fixing with described second seat board to be connected, the inner side of described vertical web is fixing with described heavy steel tube to be connected, and the outside of described vertical web is fixing with described pedestal to be connected.

In such scheme, by arranging vertical web, further ensure the reliability being connected between pedestal and heavy steel tube.

As preferably, described pedestal is plane tabular, with the central axis of described heavy steel tube in the same plane.

Pedestal is set to plane tabular, and with the central axis of heavy steel tube in the same plane so that when support means is supported, heavy steel tube is bestowed normal pressure by pedestal, it is ensured that the heavy steel tube reliability and stability to base supports.

As preferably, described conversion seat is formed by two angle splice joints, and wherein a side of an angle steel is connected with a side of another root angle steel, forms T-shaped shape.

In the such scheme of the application, conversion seat is formed by two angle splice joints, first it is so that conversion seat is easily worked manufacture, and, first change-over panel and the second change-over panel can be arranged directly on each limit of angle steel, directly ensure that the control of upright position between the first change-over panel and the second change-over panel.

As preferably, in the assembled heavy steel tube support means of the application, described hound, cross-brace, rod member connect seat and switching component be non-omnipotent component, described heavy steel tube and cross bar be omnipotent component.

It is to say, the assembled heavy steel tube support means of the application is to use omnipotent component and non-omnipotent component spelling to form, it is ensured that on the premise of support means supports reliability, make to make simply, assembly and convenient disassembly, and can recycle, reduce use cost and difficulty of construction.

Disclosed herein as well is the construction method of a kind of Temporary Piers, comprise the steps: successively

A: pour the basis for described support assembled heavy steel tube support means at design attitude；

B: according to design requirement, make each component of assembled heavy steel tube support means；

C: spelling assembled heavy steel tube support means on the basis of,

The height on described basis ensures have enough support strength, rigidity and stability in assembled heavy steel tube support means in the vertical direction and horizontal direction.

nullIn the such scheme of the application，The height of Temporary Piers is together decided on by the height on basis and the height of assembled heavy steel tube support means，Reason is，For corresponding assembled heavy steel tube support means，In the situation that its sectional dimension is identical，It is the highest，Stability is the poorest，All can reduce at vertical or horizontal direction support strength，And for basis，Owing to it is reinforced concrete structure，Compared to having more preferable intensity for support means，But due to its not reproducible use，And early stage pours to remove with the later stage not only to be needed to put into substantial amounts of artificial and material，But also need the longer duration，There is higher use cost，Simultaneously，Its difficulty of construction is the biggest，So，In this application，The height using height of foundation and assembled heavy steel tube support means is coordinated mutually，On the premise of ensureing that Temporary Piers has secure support intensity，Reduce again the difficulty of construction of Temporary Piers，Reduction of erection time，Save construction cost and duration.

As preferably, described step B, it is the omnipotent component making assembled heavy steel tube support means in factory, is transported to job site the most again.

In the such scheme of the application, making omnipotent component in factory, owing in factory, instrument is complete, place quality is high, it is possible to ensure that omnipotent component has reliable workmanship.

As preferably, described step C, spelling from the bottom to top supports the omnipotent component of sections, then, makes the non-omnipotent component of support means further according to the actual size between omnipotent component, install non-omnipotent component the most again.

In such scheme, first assembled omnipotent component, then according to practical structures size, then carries out the manufacture of non-omnipotent component, first the assembly facilitating support means it has been to ensure that, and, also reduce the required precision that omnipotent component manufactures, reduce manufacturing cost, and, after spelling, additionally it is possible to effectively avoid non-omnipotent component and the internal stress of omnipotent component inside, further ensure that the reliability of the application support means.

As preferably, in described step C, on the basis of same, width along bridge arranges the assembled heavy steel tube support means that at least two height is identical, being spaced apart between at least two assembled heavy steel tube support means, connecting between adjacent two assembled heavy steel tube support meanss has horizontal-associate.

In the such scheme of the application, use multiple assembled heavy steel tube support means, connecting cross beam between adjacent assembled heavy steel tube support means, first it is the support strength further ensuring Temporary Piers, simultaneously, owing to the support strength of assembled heavy steel tube support means increases, stability increases, and then, on the premise of ensureing secure support, the height increasing assembled heavy steel tube support means that can be suitable, and reduce the height on basis, further reduce construction cost and difficulty of construction；Another further aspect, use and multiple be spaced apart in assembled heavy steel tube support means, other structures of larger number can be set in Temporary Piers upper end, such as the coaster matched during with bridge incremental launching, use the coaster of larger number, ensure being smoothed out of bridge incremental launching, and, the coaster that model is bigger is easy to lubrication, internal friction is less, so during bridge incremental launching, the thrust that Temporary Piers is subject to is the least, thus also reduce basis and the requirement of strength of person's assembled heavy steel tube support means, on the basis of improving the application Temporary Piers reliability further, can also further reduce Temporary Piers construction cost.

As preferably, in described step C, the length direction supporting sections of described assembled heavy steel tube support means is consistent with the length direction of bridge.

In the art, when bridge carries out pushing tow operation, assembled heavy steel tube support means is by the thrust along bridge length direction, so, in this application, the length direction supporting sections is set to consistent with the length direction of bridge, and then raising assembled heavy steel tube support means is in the stability along bridge length direction, is further ensured that the reliability that Temporary Piers supports.

As preferably, in described step C, described horizontal-associate is several, and at least one horizontal-associate is arranged on the upper end of described assembled heavy steel tube support means.

In the such scheme of the application, horizontal-associate is several, at least one horizontal-associate is arranged on the upper end of assembled heavy steel tube support means, while improving Temporary Piers support strength, further increase the upper end area of Temporary Piers, further facilitate installation and the layout of other devices of Temporary Piers upper end, further facilitate Summarized Account of Bridge Erection Construction.

In sum, owing to have employed technique scheme, assembled heavy steel tube support means provides the benefit that:

1, support means is spliced by supporting sections, support between sections, be all dismountable connection between connecting rod and heavy steel tube and between connecting rod with connecting rod, first the assembling difficulty of support means it is reduction of, facilitate the installation and removal of the application support means, and then the support means of the application can be reused, reduce construction cost；

2, the spaced apart suitable distance of heavy steel tube, distance between heavy steel tube ensures have enough stability in the horizontal direction, and, connected by connecting rod between heavy steel tube, so, the support means of the application either the most all has good reliability at vertical direction；

3, the support means of the application, it is heavy steel tube at the load-carrying member of vertical direction, when actual production, heavy steel tube and each connecting rod can be both configured to omnipotent component, the support means making the application has good versatility and replaceability, the most convenient manufacture and use, reduce installation difficulty and construction cost；

4, connect the first cross bar, the second cross bar and the heavy steel tube of correspondence by arranging cross-brace so that the first cross bar and the second cross bar mutually coordinated with the stress of heavy steel tube with associate, further increase the mechanical property of assembled heavy steel tube support means.

The application Temporary Piers construction method provides the benefit that:

The height using height of foundation and assembled heavy steel tube support means is coordinated mutually, on the premise of ensureing that Temporary Piers has secure support intensity, reduces again the difficulty of construction of Temporary Piers, reduction of erection time, saving construction cost and duration.

Accompanying drawing explanation

Fig. 1 is the structural representation of assembled heavy steel tube support means；

Fig. 2 is the partial structurtes schematic diagram that assembled heavy steel tube support means connects at end plate；

Fig. 3 is the partial structurtes schematic diagram at assembled heavy steel tube support means cross-brace；

Fig. 4 is the structural representation of hound；

Fig. 5 is the structural representation that cross-brace connects；

Fig. 6 is the structural representation using assembled heavy steel tube support means to arrange in bridge building operations；

Fig. 7 is the structural representation that Temporary Piers sets up assembled heavy steel tube support means；

Fig. 8 is to support the structural representation that sections spelling is assembled heavy steel tube support means,

Labelling in figure: 1-support means, 2-supports sections, 3-heavy steel tube, 4-connects end plate, 5-reinforcement, 6-cross bar, 7-cross-brace, 71-the first support bar, 72-the second support bar, 8-connecting plate, 9-hound, the 10-body of rod, 11-tilt prop, 12-rod member connects seat, 13-the first seat board, 14-the second seat board, 15-flange, 16-transfers component, 17-pedestal, 18-conversion seat, 19-change-over panel, 20-horizonal web plate, the vertical web of 21-, 22-basis, 23-horizontal-associate, A-supports the length direction of sections, and B-supports the width of sections.

Detailed description of the invention

Below in conjunction with the accompanying drawings, this utility model is described in detail.

In order to make the purpose of this utility model, technical scheme and advantage clearer, below in conjunction with drawings and Examples, this utility model is further elaborated.Should be appreciated that specific embodiment described herein, only in order to explain this utility model, is not used to limit this utility model.

Embodiment 1: as shown in figures 1-8,

Embodiment 1: as shown in figures 1-8,

nullA kind of assembled heavy steel tube support means，The support sections 2 spliced successively including some in the vertical directions，Described support sections 2 includes some heavy steel tubes 3 being vertically arranged，Quantitative commitments support means 1 in the vertical direction of described heavy steel tube 3 has enough support strengths，Described heavy steel tube 3 separates suitable distance，Support means 1 is made to have enough stability in the horizontal direction，Connect between described heavy steel tube 3 and have connecting rod，Between described support sections 2、Between described connecting rod and heavy steel tube 3、And be all dismountable connection between described connecting rod and connecting rod，The two ends of described heavy steel tube 3 are respectively arranged with connection end plate 4，Described connection end plate 4 is ring-type，It is surrounded on the outside of described heavy steel tube 3，It is also associated with reinforcement 5 between described connection end plate 4 and the outer wall of described heavy steel tube 3，Adjacent two support sections 2 realize dismountable connection by the cooperation of described connection end plate 4，Described connection end plate 4 is perpendicular to the central axis of described heavy steel tube 3，Described connection end plate 4 has certain width，Support sections 2 is made to have reliable stability on the direction being perpendicular to heavy steel tube 3 central axis.

In the such scheme of the present embodiment, support means 1 is spliced by supporting sections 2, support between sections 2, between connecting rod and heavy steel tube 3 and be all dismountable connection between connecting rod with connecting rod, first the assembling difficulty of support means 1 it is reduction of, facilitate the installation and removal of the present embodiment support means 1, and then the support means 1 of the present embodiment can be reused, reduce construction cost；Simultaneously, the spaced apart suitable distance of heavy steel tube 3, distance between heavy steel tube 3 ensures have enough stability in the horizontal direction, and, connected by connecting rod between heavy steel tube 3, so, the support means 1 of the present embodiment either the most all has good reliability at vertical direction；Another further aspect, the support means 1 of the present embodiment, it is heavy steel tube 3 at the load-carrying member of vertical direction, when actual production, heavy steel tube 3 and each connecting rod can be both configured to omnipotent component, the support means 1 making the present embodiment has good versatility and replaceability, the most convenient manufacture and use, reduces installation difficulty and construction cost.

In the such scheme of the present embodiment, arranging connection end plate 4 at the two ends of heavy steel tube 3, two support sections 2 and realize dismountable connection by connecting the cooperation of end plate 4, are first to facilitate the connection between adjacent two sections and dismounting；nullAnd what is more important，The support means 1 of the present embodiment，The support force of its in the vertical direction can be ensured easily，But when it is employed for by the environment that horizontal force is bigger，The incremental launching construction of such as bridge，During carrying out incremental launching construction，Will be by very big thrust on the direction of central axis being perpendicular to heavy steel tube 3，In order to ensure that support means 1 has good stability on the direction of central axis being perpendicular to heavy steel tube 3，The diameter of heavy steel tube 3 can be increased or increase the heavy steel tube 3 spacing on Impact direction，But both modes increase the volume of the present embodiment support means 1 greatly，Cause the increase of difficulty of construction and cost，So，In the present embodiment，In the case of keeping heavy steel tube 3 diameter and spacing inconvenience，Connection end plate 4 is set at heavy steel tube 3 two ends，While playing connection support sections 2 effect，Also increase the support means 1 stability on the direction of central axis being perpendicular to heavy steel tube 3，And can't significantly increase volume and the cost of support means 1.

Embodiment 2: as shown in figures 1-8,

nullAssembled heavy steel tube support means as described in Example 1，Each support sections 2 includes four heavy steel tubes 3 the most identical，Four heavy steel tubes 3 cooperatively form quadra with each connecting rod，Described support sections 2 is cuboid frame structure，Described connecting rod includes cross bar 6，Described cross bar 6 is perpendicular with the central axis of described heavy steel tube 3，Two heavy steel tubes 3 in described support sections 2 same length plane，It is connected between the inner side of upper end and inner side and has cross bar 6，There is cross bar 6 in outside with being also connected between outside，Two heavy steel tubes 3 in described support sections 2 same length plane，The cross bar 6 being connected between the inner side of upper end and inner side is the first cross bar 6，Outside is the second cross bar 6 with the cross bar 6 being connected between outside，The first adjacent cross bar 6 and the second cross bar 6 constitute a cross bar group，It is additionally provided with cross-brace 7 between first cross bar 6 and second cross bar 6 of each cross bar assembly，Described cross-brace 7 includes four and connects end，Two of which connects end and is connected to the inner side and outer side of corresponding heavy steel tube 3，Two other connects end and is connected with the first cross bar 6 and the second cross bar 6 respectively，All connect on four connection ends of described cross-brace 7 and have connecting plate 8，Described cross-brace 7 is by connecting plate 8 and heavy steel tube 3、First cross bar 6 and the second cross bar 6 connect.

In the such scheme of the present embodiment, support sections 2 is set to quadra, after each support sections 2 has docked, not only makes space structure neat, and also there is good stability；Supporting sections 2 is cuboid frame structure, that is the support sections 2 of the present embodiment has length direction A, width B and short transverse, each supports sections 2 and splices the most one by one, and length direction A is set to consistent with Impact direction, so, in the case of ensureing to use material less, moreover it is possible to ensure stability good on Impact direction；Each heavy steel tube 3 is connected as an overall structural system by connecting rod, first the globality of the present embodiment support means 1 it has been to ensure that, make mutually to support between each component and coordinate, there is good mechanical property, and, cross bar 6 and the central axis upright of heavy steel tube 3, and then also ensure that, on the direction of central axis being perpendicular to heavy steel tube 3, the support means 1 of the present embodiment has good support strength and stability；By first cross bar the 6, second cross bar 6 and relative two heavy steel tubes 3, it constitutes the structural system of a tetragon, i.e., a upper end supporting sections 2, there are two quadrilateral structure systems, the structural system of this tetragon is vertical and the central axis of heavy steel tube 3, and its length direction A and the length direction A supporting sections 2 is consistent, so, further improve the present embodiment and support the sections 2 support strength on length direction A and the stability of structure；Connect the first cross bar the 6, second cross bar 6 and heavy steel tube 3 of correspondence by arranging cross-brace 7 so that the first cross bar 6 mutually coordinated with the stress of heavy steel tube 3 with the second cross bar 6 with associate, further increase the mechanical property of the present embodiment support means 1；On four connection ends of cross-brace 7, connecting plate 8 is all set, facilitates the connection between cross-brace 7 and heavy steel tube the 3, first cross bar 6 and the second cross bar 6 and dismounting.

Embodiment 3: as shown in figures 1-8,

nullAssembled heavy steel tube support means as described in Example 2，Described cross-brace 7 is split-type structural，Include the first support bar 71 and the second support bar 72 arranged in a crossed manner，Described first support bar 71 and the second support bar 72 intersect for X shape，Described first support bar 71 and the second support bar 72 are angle steel，Described first support bar 71 lateral wall contacts with the lateral wall of the second support bar 72，Two described cross-brace 7 it are provided with in one cross bar group，The corresponding heavy steel tube 3 of each cross-brace 7，Two cross-brace 7 in same cross bar assembly，First cross bar 6 of one of them cross-brace 7 is parallel with the second cross bar 6 of another cross-brace 7，Described first support bar 71 and the second support bar 72 are non-omnipotent component，Blanking making is carried out according to on-site consolidation dimensional requirement，Two heavy steel tubes 3 on same support sections 2 width B，Radially connect between upper end and have cross bar 6.

In such scheme, cross-brace 7 is set to split-type structural, when installing, facilitate the first support bar 71 and adjustment of the second support bar 72 position, and, first support bar 71 and the second support bar 72 are separate, and then the first support bar 71 and the second support bar 72 are the most only exerted a force by respective end, and then there is good axial support effect, ensure the stability of structure between the first cross bar 6 and the second cross bar 6, further ensure that the present embodiment supports the mechanical property of sections 2；Cross-brace 7 is set to X shape, that is, on the width B supporting sections 2, cross-brace 7 end projection coincides, and then ensure the first cross bar 6 and unification of the second cross bar 6 stress, and first support bar 71 and the unification of the second support bar 72 stress, it is ensured that the present embodiment supports the harmony of sections 2 internal structure stress, improves the reliability being applied support means 1 further；First support bar 71 and the second support bar 72 are set to angle steel, are first that angle steel has two sides, facilitate the connection between the first support bar 71 and the second support bar 72 and connecting plate 8, simultaneously, angle steel is standard component, facilitates the first support bar 71 and manufacture of the second support bar 72, reduces manufacturing cost；First support bar 71 lateral wall contacts with the lateral wall of the second support bar 72, ensure the link position of the first support bar 71 end and the coincidence on the width B supporting sections 2 of the link position of the second support bar 72 end as far as possible, and then guarantee the first support bar 71 as far as possible and the concordance of the second support bar 72 stress, and first cross bar 6 and the concordance of the second cross bar 6 stress, so, the reliability of the present embodiment support means 1 is improved；By arranging two cross-brace 7, further improve support sections 2 in the structural strength being perpendicular in heavy steel tube 3 central axial direction, the further reliability improving the present embodiment support means 1；It is non-omnipotent component by the first support bar 71 and the second support bar 72, that is the assembled heavy steel tube support means 1 of the present embodiment uses omnipotent component and the combination of non-omnipotent component, omnipotent component uses batch production processing, the crudy making omnipotent component can obtain good guarantee, and the omnipotent element structure of each specifications and models and size are unified, have good interchangeability；On the other hand, owing to support means 1 structural member of the present embodiment is numerous, during assembly, existence due to error, the size positions of each component has adjusted, so, in the present embodiment, partial component is used non-omnipotent component, during carrying out assembly, first assembled omnipotent component constitutes general support means 1 framework, then according to the actual size between component, blanking makes non-omnipotent component, first it is the assembly facilitating support means 1, avoid the waste of component, simultaneously, owing to partial component is non-omnipotent component, also improve the adjustable of the present embodiment support means 1, and then add the scope of application of the present embodiment support means 1；Another further aspect, due in the support means 1 of the present embodiment, when actual installation, if the adaptation that the shape of certain component or size can not be good with installation site, so after installing, the internal stress that this component inside will necessarily exist or stretch or compress or reverse, causes the fatigue resistance of support means 1 to reduce, and support strength and stability all reduce.So, in the support means 1 of the present embodiment, partial component is used the non-omnipotent component of field fabrication, in installation process, avoid the existence of component inside internal stress, and then ensure that the support means 1 of the present embodiment has good mechanical property and reliability, and there is good stability；Each heavy steel tube 3 is frame structure by supporting the connection of cross bar 6 coordination of sections 2 length direction A and width B, further improve the structural strength of the present embodiment support means 1, and the harmony between each component, it is that the support means 1 of the present embodiment has more preferable support strength and stability.

Embodiment 4: as shown in figures 1-8,

nullAssembled heavy steel tube support means as described in Example 3，In two heavy steel tubes 3 in described support sections 2 same length plane，A piece upper end connects two hounds 9，Wherein the other end of a hound 9 is connected with the middle part of another root heavy steel tube 3 in this plane，Wherein hound 9 of another root hound 9 and adjacent supports sections 2 is connected to the middle part of same heavy steel tube 3，In same length plane, each hound 9 supporting sections 2 connects in wavy，Described hound 9 includes the body of rod 10，The two ends of the described body of rod 10 are connected to tilt prop 11，It is provided with some through holes on described tilt prop 11，For welding between the described body of rod 10 and tilt prop 11，The two ends of the described body of rod 10 are respectively provided with fluted，The width of described groove matches with the width of described tilt prop 11，Wherein being inserted partially in described groove of described tilt prop 11，Described groove is arranged along the center line axis of the described body of rod 10，The body of rod 10 of described hound 9 is cylindric，The most advanced and sophisticated place of described tilt prop 11 is additionally provided with chamfering，Through hole on described tilt prop 11 is for put in arrangement，Each exhausting hole is all along the central axial direction of the described body of rod 10，Described support sections 2 also includes some rod members and connects seat 12，Described rod member connects seat 12 and is arranged on the described heavy steel tube 3 of described cross bar 6 correspondence，Described cross bar 6 is connected seat 12 with each self-corresponding rod member and connects，Realize the connection to heavy steel tube 3，Described rod member connects seat 12 and includes the first seat board 13 and the second seat board 14，Described first seat board 13 and the second seat board 14 are fixing with described heavy steel tube 3 respectively to be connected，Described first seat board 13 and the second seat board 14 are spaced apart along described heavy steel tube 3，Described first seat board 13 and the second seat board 14 are ring-type，It is looped around on the outer wall of described heavy steel tube 3，Described first seat board 13 and the second seat board 14 are perpendicular to the central axis of described heavy steel tube 3.

In the such scheme of the present embodiment, by arranging hound 9, wherein one is connected with the middle part of another root heavy steel tube 3 of this support sections 2, improve the bonding strength between heavy steel tube 3 further, improving the reliability and stability of the present embodiment support means 1, meanwhile, another root hound 9 connects with adjacent support sections 2, so, adjacent two bonding strengths supported between sections 2 are further strengthened；In the length plane supporting sections 2, each hound 9 supporting sections 2 connects in wavy, when support means 1 is subject to the pressure along heavy steel tube 3 central axial direction, stress between each hound 9 is mutually transmitted, further increase the unification of the present embodiment support means 1 structure stress, further increase the reliability and stability of the present embodiment support means 1；Tilt prop 11 is set at the body of rod 10 two ends, realizes be connected dismountable with each heavy steel tube 3 by through hole thereon, facilitate the installation and removal of hound 9；Tilt prop 11 is welded on the body of rod 10, shape all-in-one-piece structure, reduces the number of parts of the present embodiment support means 1, further facilitated the installation and removal of the present embodiment support means 1；Arrange groove at the two ends of the body of rod 10, a portion of tilt prop 11 is inserted in groove, it is ensured that the bonding strength between the body of rod 10 and tilt prop 11, improves the reliability that the present embodiment support means 1 supports；Groove is arranged along the center line axis of the body of rod 10, and when hound 9 stress, tilt prop 11 can transfer force on the body of rod 10 along the plane of tilt prop 11, it is to avoid the generation of moment of flexure, and then ensures the reliability being connected between tilt prop 11 and heavy steel tube 3；Chamfering is set at the most advanced and sophisticated place of tilt prop 11, is first to avoid scratching operator during installation and removal, simultaneously, owing to being provided with chamfering, on the premise of not reducing tilt prop 11 bonding strength, also reduce the size of tilt prop 11, it is to avoid interfere the installation of other components；Through hole on tilt prop 11 is multiple, and is that arrangement is put along the central axis of the body of rod 10, it is ensured that the bonding strength of tilt prop 11, and ensures the uniformity of each position stress on tilt prop 11, further improves the reliability of the present embodiment support means 1；Connect cross bar 6 by arranging rod member connection seat 12, be first the installation and removal facilitating cross bar 6；Simultaneously, it is to avoid cross bar 6 is connected directly between on heavy steel tube 3, damaging heavy steel tube 3, causing the reduction of heavy steel tube 3 mechanical property, so also ensure that the reliability and stability of the present embodiment support means 1；First seat board 13 and the second seat board 14 are fixing with heavy steel tube 3 respectively to be connected, it is ensured that rod member connects the reliability being connected between seat 12 and heavy steel tube 3；First seat board 13 and the second seat board 14 are spaced apart, and increase rod member further and connect the stability that seat 12 is connected with heavy steel tube 3, it can also enough increase rod member to connect the link position of seat 12, the convenient connection to cross bar 6；First seat board 13 and the second seat board 14 are set to ring-type, increase the connection between the first seat board 13 and the second seat board 14 and heavy steel tube 3, further increase rod member and connect the bonding strength between seat 12 and heavy steel tube 3, and, it is looped around on the outer wall of heavy steel tube 3, even if the connection between the first seat board 13 or the second seat board 14 and heavy steel tube 3 is not tight, still will not depart from from heavy steel tube 3, further improve the reliability of the present embodiment support means 1；First seat board 13 and the second seat board 14 is vertical and the central axis of heavy steel tube 3 so that what the first seat board 13 and the second seat board 14 and heavy steel tube 3 were bestowed is all normal pressure, it is to avoid the generation of moment of flexure, the reliability of further support means 1.

Embodiment 5: as shown in figures 1-8,

nullAssembled heavy steel tube support means as described in Example 4，It is provided with reinforcement 5 between described first seat board 13 and/or the second seat board 14 and the outer wall of described heavy steel tube 3，Described first seat board 13 is spliced by the first seat board 13 sections of some curved shapes，Described second seat board 14 is spliced by the second seat board 14 sections of some curved shapes，On described first seat board 13 and corresponding on the second seat board 14 be provided with flange 15，Switching component 16 it is provided with on described flange 15，Support that the cross bar 6 of device is dismountable with described switching component 16 to be connected，Described switching component 16 includes pedestal 17，Described pedestal 17 is connected between described first seat board 13 and the second seat board 14，It is provided with conversion seat 18 on described pedestal 17，Described conversion seat 18 includes the change-over panel 19 corresponding with cross bar 6，Described change-over panel 19 includes the first change-over panel 19 and second change-over panel 19 vertical with described first change-over panel 19，Described first change-over panel 19 and the second change-over panel 19 are connected with each self-corresponding cross bar 6 respectively，Horizonal web plate 20 is also set up on the heavy steel tube 3 of described pedestal 17 correspondence，Described horizonal web plate 20 is arranged between described first seat board 13 and the second seat board 14，Described horizonal web plate 20 side is fixing with described heavy steel tube 3 to be connected，Opposite side is fixing with described pedestal 17 to be connected，Described horizonal web plate 20 is perpendicular to the central axis of described heavy steel tube 3，It is additionally provided with vertical web 21 on the heavy steel tube 3 of described pedestal 17 correspondence，The upside of described vertical web 21 is fixing with described first seat board 13 to be connected，The downside of described vertical web 21 is fixing with described second seat board 14 to be connected，The inner side of described vertical web 21 is fixing with described heavy steel tube 3 to be connected，The outside of described vertical web 21 is fixing with described pedestal 17 to be connected，Described pedestal 17 is plane tabular，With the central axis of described heavy steel tube 3 in the same plane，Described conversion seat 18 is formed by two angle splice joints，Wherein a side of an angle steel is connected with a side of another root angle steel，Form T-shaped shape，In the assembled heavy steel tube support means 1 of the present embodiment，Described hound 9、Cross-brace 7、Rod member connects seat 12 and switching component 16 is non-omnipotent component，Described heavy steel tube 3 and cross bar 6 are omnipotent component.

The assembled heavy steel tube support means of the present embodiment, by arranging reinforcement 5, further ensures the reliability being connected between the first seat board 13 and/or the second seat board 14 and heavy steel tube 3；It is set to be spliced by the ground connection of some arc shapes by the first seat board 13 and the second seat board 14, facilitates the connection between the first seat board 13 and the second seat board 14 and heavy steel tube 3, simplify the installation steps of the present embodiment support means 1；First seat board 13 and the second seat board 14 arrange switching component 16, first it is the effect serving the bonding strength between strengthening the first seat board 13 and the second seat board 14, in the said structure of the present embodiment, cross bar 6 is connected with switching component 16, switching component 16 is arranged on rod member and connects on seat 12, and rod member connects seat 12 and is arranged on heavy steel tube 3, so, realize the cross bar 6 connection to heavy steel tube 3, by the combination of these components, the while of making the stable connection of cross bar 6 reliable, the installation and removal of cross bar 6 are also convenient for it；By arranging change-over panel 19, change-over panel 19 is corresponding with cross bar 6, further facilitates the connection of cross bar 6；First change-over panel 19 and the second change-over panel 19 are perpendicular so that, the cross bar 6 in two planes can be connected easily, has further facilitated the installation and removal of the present embodiment support means 1；By being arranged on horizonal web plate 20, it is ensured that the reliability being connected between pedestal 17 with heavy steel tube 3；Horizonal web plate 20 is vertical and heavy steel tube 3 so that horizonal web plate 20 is normal pressure to the force of heavy steel tube 3, is further ensured that the reliability being connected between horizonal web plate 20 with heavy steel tube 3；By arranging vertical web 21, further ensure the reliability being connected between pedestal 17 and heavy steel tube 3；Pedestal 17 is set to plane tabular, and with the central axis of heavy steel tube 3 in the same plane so that when support means 1 is supported, heavy steel tube 3 is bestowed normal pressure by pedestal 17, it is ensured that the reliability and stability that pedestal 17 is supported by heavy steel tube 3；Conversion seat 18 is formed by two angle splice joints, first it is so that conversion seat 18 is easily worked manufacture, further, the first change-over panel 19 and the second change-over panel 19 can be arranged directly on each limit of angle steel, directly ensure that the control of upright position between the first change-over panel 19 and the second change-over panel 19；The assembled heavy steel tube support means 1 of the present embodiment is to use omnipotent component and non-omnipotent component spelling to form, on the premise of ensureing that support means 1 supports reliability so that make simple, assembled and convenient disassembly, and can recycle, reduce use cost and difficulty of construction.

Embodiment 6, as shown in figures 1-8,

The present embodiment also discloses the construction method of the Temporary Piers of a kind of assembled heavy steel tube support means used described in embodiment 1-5 any one, comprises the steps: successively

A: pour the basis 22 for supporting assembled heavy steel tube support means 1 at design attitude；

B: according to design requirement, make each component of assembled heavy steel tube support means 1；

C: spelling assembled heavy steel tube support means 1 on basis 22,

The described height of basic 22 ensures have enough support strength, rigidity and stability in assembled heavy steel tube support means 1 in the vertical direction and horizontal direction.

nullIn the such scheme of the present embodiment，The height of Temporary Piers is together decided on by the basis height of 22 and the height of assembled heavy steel tube support means 1，Reason is，For corresponding assembled heavy steel tube support means 1，In the situation that its sectional dimension is identical，It is the highest，Stability is the poorest，All can reduce at vertical or horizontal direction support strength，And for basis 22，Owing to it is reinforced concrete structure，Compared to having more preferable intensity for support means 1，But due to its not reproducible use，And early stage pours to remove with the later stage not only to be needed to put into substantial amounts of artificial and material，But also need the longer duration，There is higher use cost，Simultaneously，Its difficulty of construction is the biggest，So，In the present embodiment，The basis 22 height highly with assembled heavy steel tube support means 1 is used to coordinate mutually，On the premise of ensureing that Temporary Piers has secure support intensity，Reduce again the difficulty of construction of Temporary Piers，Reduction of erection time，Save construction cost and duration.

Embodiment 7, as shown in figures 1-8:

Construction method, described step B as described in Example 6, is the omnipotent component making assembled heavy steel tube support means 1 in factory, is transported to job site the most again.

In the such scheme of the present embodiment, making omnipotent component in factory, owing in factory, instrument is complete, place quality is high, it is possible to ensure that omnipotent component has reliable workmanship.

As preferably, described step C, spelling from the bottom to top supports the omnipotent component of sections 2, then, makes the non-omnipotent component of support means 1 further according to the actual size between omnipotent component, install non-omnipotent component the most again.

In such scheme, first assembled omnipotent component, then according to practical structures size, then carries out the manufacture of non-omnipotent component, first the assembly facilitating support means 1 it has been to ensure that, and, also reduce the required precision that omnipotent component manufactures, reduce manufacturing cost, and, after spelling, additionally it is possible to effectively avoid non-omnipotent component and the internal stress of omnipotent component inside, further ensure that the reliability of the present embodiment support means 1.

As preferably, in described step C, on same basic 22, width along bridge arranges the assembled heavy steel tube support means 1 that at least two height is identical, being spaced apart between at least two assembled heavy steel tube support means 1, connecting between adjacent two assembled heavy steel tube support meanss 1 has horizontal-associate 23.

In the such scheme of the present embodiment, use multiple assembled heavy steel tube support means 1, connecting cross beam between adjacent assembled heavy steel tube support means 1, first it is the support strength further ensuring Temporary Piers, simultaneously, owing to the support strength of assembled heavy steel tube support means 1 increases, stability increases, and then, on the premise of ensureing secure support, the height increasing assembled heavy steel tube support means 1 that can be suitable, and reduce the height on basis 22, further reduce construction cost and difficulty of construction；Another further aspect, use and multiple be spaced apart in assembled heavy steel tube support means 1, other structures of larger number can be set in Temporary Piers upper end, such as the coaster matched during with bridge incremental launching, use the coaster of larger number, ensure being smoothed out of bridge incremental launching, and, the coaster that model is bigger is easy to lubrication, internal friction is less, so during bridge incremental launching, the thrust that Temporary Piers is subject to is the least, thus also reduce basis 22 and the requirement of strength of person's assembled heavy steel tube support means 1, on the basis 22 improving the present embodiment Temporary Piers reliability further, can also further reduce Temporary Piers construction cost.

As preferably, in described step C, the length direction A supporting sections 2 of described assembled heavy steel tube support means 1 is consistent with the length direction of bridge.

In the art, when bridge carries out pushing tow operation, assembled heavy steel tube support means 1 is by the thrust along bridge length direction, so, in the present embodiment, the length direction A supporting sections 2 is set to consistent with the length direction of bridge, and then raising assembled heavy steel tube support means 1 is in the stability along bridge length direction, is further ensured that the reliability that Temporary Piers supports.

As preferably, in described step C, described horizontal-associate 23 is several, and at least one horizontal-associate 23 is arranged on the upper end of described assembled heavy steel tube support means 1.

In the such scheme of the present embodiment, horizontal-associate 23 is several, at least one horizontal-associate 23 is arranged on the upper end of assembled heavy steel tube support means 1, while improving Temporary Piers support strength, further increase the upper end area of Temporary Piers, further facilitate installation and the layout of other devices of Temporary Piers upper end, further facilitate Summarized Account of Bridge Erection Construction.

All any amendment, equivalent and improvement etc. made within spirit of the present utility model and principle, within should be included in protection domain of the present utility model.

Claims (10)

1. the cross-brace for assembled heavy steel tube support means, it is characterized in that: include four and connect end, two of which connects end and is connected to the inner side and outer side of corresponding heavy steel tube, and two other connects end and is connected with the first cross bar and second cross bar of assembled heavy steel tube support means respectively.

Cross-brace the most according to claim 1, it is characterised in that: all connecting on four described connection ends and have connecting plate, described cross-brace is connected with heavy steel tube, the first cross bar and the second cross bar by connecting plate.

Cross-brace the most according to claim 2, it is characterised in that: described cross-brace is split-type structural, includes the first support bar arranged in a crossed manner and the second support bar.

Cross-brace the most according to claim 3, it is characterised in that: described first support bar and the second support bar intersect for X shape.

Cross-brace the most according to claim 3, it is characterised in that: described first support bar and the second support bar are angle steel.

Cross-brace the most according to claim 3, it is characterised in that: described first support bar lateral wall contacts with the lateral wall of the second support bar.

7. according to the cross-brace described in claim 3-6 any one, it is characterised in that: it is provided with two described cross-brace in a cross bar group of described assembled heavy steel tube support means, the corresponding heavy steel tube of each cross-brace.

Cross-brace the most according to claim 7, it is characterised in that: two cross-brace in same cross bar assembly, the first cross bar of one of them cross-brace is parallel with the second cross bar of another cross-brace.

Cross-brace the most according to claim 8, it is characterised in that: described first support bar and the second support bar are non-omnipotent component, carry out blanking making according to on-site consolidation dimensional requirement.

Cross-brace the most according to claim 9, it is characterised in that: it is provided with through hole on described connecting plate.