Summary of the invention
The object of the invention is to: 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 to carry out secure support to beam body, can conveniently install and split out again, reuse, reduce the structure of construction cost.
A kind of assembling heavy steel tube bracing or strutting arrangement, comprise the support sections that some in the vertical directions splice successively, described support sections comprises the heavy steel tube of some vertical settings, the quantitative commitments bracing or strutting arrangement in the vertical direction of described heavy steel tube has enough support strengths, described heavy steel tube separates suitable distance, bracing or strutting arrangement is made to have enough stability in the horizontal direction, connecting rod is connected with between described heavy steel tube, between described support sections, between described connecting rod and heavy steel tube, and described connecting rod be all dismountable connection between connecting rod.
In the such scheme of the application, heavy steel tube is that thickness is more than or equal to 10mm, and internal diameter is more than or equal to the steel pipe of 500mm, and steel pipe material is the steel of high strength, high rigidity, such as Q345B steel.
Bracing or strutting arrangement is spliced by supporting sections, support between sections, be all dismountable connection between connecting rod with heavy steel tube and between connecting rod with connecting rod, first the assembling difficulty of bracing or strutting arrangement is reduction of, facilitate the installation and removal of the application's bracing or strutting arrangement, and then the bracing or strutting arrangement 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 to have enough stability in the horizontal direction, and, connected by connecting rod between heavy steel tube, so the bracing or strutting arrangement of the application is at vertical direction or all has good reliability in the horizontal direction; Again on the one hand, the bracing or strutting arrangement of the application, its load-carrying member at vertical direction is heavy steel tube, when actual production, heavy steel tube and each connecting rod all can be set to omnipotent component, make the bracing or strutting arrangement of the application have good versatility and replaceability, further convenient manufacture and use, reduce 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, be surrounded on the outside of described heavy steel tube, also be connected with reinforcing rib 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 perpendicular to heavy steel tube central axis.
In the such scheme of the application, arrange connection end plate at the two ends of heavy steel tube, two support sections and realize dismountable connection by the cooperation of connection end plate, are first facilitate connection between adjacent two sections and dismounting, and what is more important, the bracing or strutting arrangement of the application, the support force of its in the vertical direction can be ensured easily, but when it is employed for the environment by horizontal force is larger, the incremental launching construction of such as bridge, carrying out in incremental launching construction process, the direction of the central axis perpendicular to heavy steel tube will be subject to very big thrust, in order to ensure that bracing or strutting arrangement has good stability on the direction of the central axis perpendicular to heavy steel tube, the diameter of heavy steel tube can be increased or increase the spacing of heavy steel tube on Impact direction, but these two kinds of modes increase the volume of the application's bracing or strutting arrangement greatly, cause the increase of difficulty of construction and cost, so, in this application, when keeping heavy steel tube diameter and spacing inconvenience, at heavy steel tube two ends, connection end plate is set, while playing the effect of connection support sections, also increase the stability of bracing or strutting arrangement on the direction of the central axis perpendicular to heavy steel tube, and volume and the cost of bracing or strutting arrangement can't be increased significantly.
As preferably, each support sections comprises four highly identical heavy steel tubes, and four heavy steel tubes coordinate with each connecting rod and form quadra.
In the such scheme of the application, support sections is set to quadra, after each support sections has docked, has not only made space structures neat, and also there is good stability.
As preferably, described support sections is cuboid frame construction.
In the such scheme of the application, supporting sections is cuboid frame construction, that is the support sections of the application has length direction, width and short transverse, each supports sections and splices one by one in the height direction, and is set to by length direction consistent with Impact direction, so, when ensureing to use material less, stability good on Impact direction can also be ensured.
As preferably, described connecting rod comprises cross bar, and the central axis of described cross bar and described heavy steel tube is perpendicular.
In the such scheme of the application, each heavy steel tube is connected as a whole structural system by connecting rod, first be the globality that ensure that the application's bracing or strutting arrangement, make mutually to support between each component and coordinate, there is good mechanical property, and, the central axis upright of cross bar and heavy steel tube, and then also ensure that on the direction of the central axis perpendicular to heavy steel tube, the bracing or strutting arrangement of the application has good support strength and stability.
As preferably, two heavy steel tubes in the same length plane of described support sections, are connected with cross bar between the inner side of upper end and inner side, are also connected with cross bar between outside and outside.
As preferably, two heavy steel tubes in the same length plane of described support sections, inner side and the cross bar be connected between inner side of upper end are the first cross bar, outside is the second cross bar with the cross bar be connected between outside, the first adjacent cross bar and the second cross bar form a cross bar group, are also provided with cross-brace between the first cross bar of each cross bar group and the second cross bar.
In the such scheme of the application, by the first cross bar, the second cross bar and relative two heavy steel tubes, it forms the structural system of a quadrangle, namely, support the upper end of sections at one and there are two quadrilateral structure systems, the vertical central axis with heavy steel tube of the structural system of this quadrangle, 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 links, and wherein two links are connected to the inner side and outer side of corresponding heavy steel tube, and two other link 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 is connected by arranging cross-brace, and the heavy steel tube of correspondence, make the stressed mutual coordination of the first cross bar and the second cross bar and heavy steel tube and associate, further increase the mechanical property of the application's bracing or strutting arrangement.
As preferably, four links of described cross-brace are all connected with junction plate, and described cross-brace is connected with heavy steel tube, the first cross bar and the second cross bar by junction plate.
In such scheme, four links of cross-brace all arrange junction plate, facilitate cross-brace and heavy steel tube, connection between 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 adjustment of the first support bar and the second post position, and, the first support bar and the second support bar separate, and then make the first support bar and the second support bar all only be subject to the force of respective end, and then there is good axial support effect, ensure 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 stressed unification of the second cross bar, and the first support bar and the stressed unification of the second support bar, ensure the harmony of the application's supporting section intersegmental part structure stress, improve the reliability being applied bracing or strutting arrangement 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 first support bar and the connection between the second support bar and junction plate, simultaneously, angle steel is standard component, facilitates the manufacture of the first support bar and 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, the link position of guarantee first support bar end and link position the overlapping on the width supporting sections of the second support bar end as far as possible, and then guarantee first support bar of trying one's best and the stressed uniformity of the second support bar, and first cross bar and the stressed uniformity of the second cross bar, so, the reliability of the application's bracing or strutting arrangement is improved.
As preferably, in a cross bar group, be provided with two described cross-brace, the corresponding heavy steel tube of each cross-brace.
As preferably, two cross-brace in same cross bar group, 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 and supporting sections perpendicular to the structural strength in heavy steel tube central axial direction, improving the reliability of the application's bracing or strutting arrangement further.
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, be non-omnipotent component by the first support bar and the second support bar, that is the assembling heavy steel tube bracing or strutting arrangement of the application adopts the combination of omnipotent component and non-omnipotent component, omnipotent component adopts batch production processing, make the crudy of omnipotent component can obtain good guarantee, and the omnipotent element structure of each specifications and models and size unification, have good interchangeability, on the other hand, because the support device structure part of the application is numerous, in assembled process, due to the existence of error, the size positions of each component adjusts unavoidably to some extent, so, in this application, partial component is adopted non-omnipotent component, carrying out in assembled process, first assembled omnipotent component forms general bracing or strutting arrangement framework, then according to the real size between component, blanking makes non-omnipotent component, first be facilitate bracing or strutting arrangement assembled, avoid the waste of component, simultaneously, because partial component is non-omnipotent component, also improve the adjustable of the application's bracing or strutting arrangement, and then add the scope of application of the application's bracing or strutting arrangement, again on the one hand, due in the bracing or strutting arrangement 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 inevitably exist or stretch or compress or reverse, cause the fatigue resistance of bracing or strutting arrangement to reduce, support strength and stability all reduce.So, in the bracing or strutting arrangement of the application, partial component is adopted the non-omnipotent component of field fabrication, in installation process, avoid the existence of component inside internal stress, and then ensure that the bracing or strutting arrangement 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, are radially connected with cross bar between upper end.
In the such scheme of the application, the connection that each heavy steel tube is coordinated by the cross bar of supporting section segment length direction and width is frame construction, further improve the structural strength of the application's bracing or strutting arrangement, and the harmony between each component, be that the bracing or strutting arrangement of the application has better support strength and stability.
As preferably, in two heavy steel tubes in the same length plane of described support sections, a upper end is connected with 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, bonding strength between further raising heavy steel tube, improve the reliability and stability of the application's bracing or strutting arrangement, meanwhile, another root hound is connected with adjacent support sections, so, adjacent two bonding strengths supported between sections are further strengthened.
As preferably, the hound that in same length plane, each supports 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 bracing or strutting arrangement is subject to the pressure along heavy steel tube central axial direction, stressed mutual transmission between each hound, further increase the unification that the application's support device structure is stressed, further increase the reliability and stability of the application's bracing or strutting arrangement.
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 being connected with each heavy steel tube is dismountable by the through hole on it, facilitate the installation and removal of hound.
As preferably, the described body of rod with between tilt prop for welding.
In actual fabrication process, tilt prop is welded on the body of rod, shape all-in-one-piece structure, reduces the number of parts of the application's bracing or strutting arrangement, further facilitated the installation and removal of the application's bracing or strutting arrangement.
As preferably, the two ends of the described body of rod are respectively arranged with groove, 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, arrange groove at the two ends of the body of rod, a wherein part for tilt prop is inserted in groove, ensures the bonding strength between the body of rod and tilt prop, improves the reliability that the application's bracing or strutting arrangement 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 is stressed, power can be delivered on the body of rod along the plane of tilt prop by tilt prop, avoids the generation of moment of flexure, and then ensures tilt prop and the reliability be connected between heavy steel tube.
As preferably, the body of rod of described hound is cylindric.
As preferably, the tip place of described tilt prop is also provided with chamfering.
In such scheme, arranging chamfering at the most advanced and sophisticated place of tilt prop, is first avoid scratching operating personnel in installation and removal process, meanwhile, owing to being provided with chamfering, under the prerequisite not reducing tilt prop bonding strength, also reduce the size of tilt prop, avoid the installation interfering other components.
As preferably, the through hole on described tilt prop is for putting 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, ensures the bonding strength of tilt prop, and ensures the uniformity that on tilt prop, each position is stressed, further improves the reliability of the application's bracing or strutting arrangement.
As preferably, described support sections also includes some rod member Connection Blocks, and described rod member Connection Block is arranged on described heavy steel tube corresponding to described cross bar, and described cross bar is connected with each self-corresponding rod member Connection Block, realizes the connection to heavy steel tube.
In the such scheme of the application, connecting cross bar by arranging rod member Connection Block, is first the installation and removal facilitating cross bar; Meanwhile, avoid cross bar to be connected directly between on heavy steel tube, damage heavy steel tube, causes the reduction of heavy steel tube mechanical property, so also ensure that the reliability and stability of the application's bracing or strutting arrangement.
As preferably, described rod member Connection Block comprises the first seat board and the second seat board, and described first seat board is fixedly connected with described heavy steel tube respectively with the second seat board.
In the such scheme of the application, the first seat board is fixedly connected with heavy steel tube respectively with the second seat board, ensures rod member Connection Block and the reliability be connected between 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 the stability that rod member Connection Block is connected with heavy steel tube further, and, the link position of rod member Connection Block can also be increased, 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 first seat board and the connection between the second seat board and heavy steel tube, further increase the bonding strength between rod member Connection Block and heavy steel tube, further, be looped around on the outer wall of heavy steel tube, even if when the first seat board or the connection between the second seat board and heavy steel tube are not tight, still can not depart from from heavy steel tube, further improve the reliability of the application's bracing or strutting arrangement.
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 central axis with heavy steel tube vertical with the second seat board, what the first seat board and the second seat board and heavy steel tube were bestowed is all normal pressure, avoids the generation of moment of flexure, the reliability of further bracing or strutting arrangement.
As preferably, between the outer wall of described first seat board and/or the second seat board and described heavy steel tube, be provided with reinforcing rib.
By arranging reinforcing rib, further ensure the first seat board and/or the second seat board and the reliability be connected between 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.
First seat board and the second seat board are set to be spliced by the ground connection of some arc shapes, facilitate the first seat board and the connection between the second seat board and heavy steel tube, simplify the installation steps of the application's bracing or strutting arrangement.
As preferably, correspondingly on described first seat board and on the second seat board be provided with flange, described flange be provided with switching component, the cross bar of supportive device and the connection of described switching member removable.
In the such scheme of the application, first seat board and the second seat board arrange switching component, first be the effect of the bonding strength served between strengthening 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 Connection Block, and rod member Connection Block is arranged on heavy steel tube, so, realize the connection of cross bar to heavy steel tube, by the combination of these components, the while of making the stable connection of cross bar reliable, also facilitate the installation and removal of cross bar.
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 comprises 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 perpendicular, make, the cross bar in two planes can both be connected easily, has further facilitated the installation and removal of the application's bracing or strutting arrangement.
As preferably, the heavy steel tube that described pedestal is corresponding also arranges 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 fixedly connected with described heavy steel tube, and opposite side is fixedly connected with described pedestal.
By being arranged on horizonal web plate, ensure pedestal and the reliability be connected between 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, makes horizonal web plate be normal pressure to the force of heavy steel tube, ensures horizonal web plate and the reliability be connected between heavy steel tube further.
As preferably, the heavy steel tube that described pedestal is corresponding is also provided with vertical web, the upside of described vertical web is fixedly connected with described first seat board, the downside of described vertical web is fixedly connected with described second seat board, the inner side of described vertical web is fixedly connected with described heavy steel tube, and the outside of described vertical web is fixedly connected with described pedestal.
In such scheme, by arranging vertical web, further ensure pedestal and the reliability be connected between heavy steel tube.
As preferably, described pedestal is plane tabular, with the central axis of described heavy steel tube in same plane.
Pedestal is set to plane tabular, and with the central axis of heavy steel tube in same plane, make when bracing or strutting arrangement supports, pedestal bestows normal pressure to heavy steel tube, ensure that heavy steel tube is to the reliability and stability of 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 be make the easy processing and manufacturing of conversion seat, and, first change-over panel and the second change-over panel can be set directly on each limit of angle steel, directly ensure that the control of the upright position between the first change-over panel and the second change-over panel.
As preferably, in the assembling heavy steel tube bracing or strutting arrangement of the application, described hound, cross-brace, rod member Connection Block and switching component are non-omnipotent component, and described heavy steel tube and cross bar are omnipotent component.
That is, the assembling heavy steel tube bracing or strutting arrangement of the application adopts omnipotent component and non-omnipotent component spelling to form, under ensureing that bracing or strutting arrangement supports the prerequisite of reliability, make to make simply, assembled and convenient disassembly, and can recycle, reduce use cost and difficulty of construction.
Disclosed herein as well is a kind of construction method of Temporary Piers, comprise the steps: successively
A: build the basis for support assemblies formula heavy steel tube bracing or strutting arrangement at design attitude;
B: according to designing requirement, makes each component of assembling heavy steel tube bracing or strutting arrangement;
C: spelling assembling heavy steel tube bracing or strutting arrangement on basis,
The height on described basis ensures that assembling heavy steel tube bracing or strutting arrangement in the vertical direction and horizontal direction have enough support strengths, rigidity and stability.
In the such scheme of the application, the height of Temporary Piers is determined jointly by the height on basis and the height of assembling heavy steel tube bracing or strutting arrangement, reason is, corresponding assembling heavy steel tube bracing or strutting arrangement, in the situation that its sectional dimension is identical, it is highly higher, stability is poorer, all can reduce at support strength that is vertical or horizontal direction, and for basis, because it is reinforced concrete structure, compared to bracing or strutting arrangement, there is better intensity, but due to its not reproducible use, and build the artificial and material removed with the later stage and not only need input a large amount of early stage, but also need the longer duration, there is higher use cost, simultaneously, its difficulty of construction is also larger, so, in this application, height of foundation is adopted to coordinate mutually with the height of assembling heavy steel tube bracing or strutting arrangement, under ensureing that Temporary Piers has the prerequisite of 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, is the omnipotent component making assembling heavy steel tube bracing or strutting arrangement in factory, is so transported to job site again.
In the such scheme of the application, make omnipotent component in factory, because in factory, instrument is complete, place quality is high, can 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, then makes the non-omnipotent component of bracing or strutting arrangement according to the real size between omnipotent component, and then installs non-omnipotent component.
In such scheme, first assembled omnipotent component, then according to practical structures size, then carries out the manufacture of non-omnipotent component, first be ensure that to facilitate the assembled of bracing or strutting arrangement, and, also reduce the required precision that omnipotent component manufactures, reduce manufacturing cost, and, after spelling, effectively can also avoid the internal stress of non-omnipotent component and omnipotent component inside, further ensure that the reliability of the application's bracing or strutting arrangement.
As preferably, in described step C, on same basis, width along bridge arranges at least two highly identical assembling heavy steel tube bracing or strutting arrangements, be spaced apart between at least two assembling heavy steel tube bracing or strutting arrangements, between adjacent two assembling heavy steel tube bracing or strutting arrangements, be connected with horizontal-associate.
In the such scheme of the application, adopt multiple assembling heavy steel tube bracing or strutting arrangement, connecting cross beam between adjacent assembling heavy steel tube bracing or strutting arrangement, first be the support strength further ensuring Temporary Piers, simultaneously, because the support strength of assembling heavy steel tube bracing or strutting arrangement increases, stability increases, and then, under the prerequisite ensureing secure support, the height increasing assembling heavy steel tube bracing or strutting arrangement that can be suitable, and the height reducing basis, further reduce construction cost and difficulty of construction, again on the one hand, adopt and be multiplely spaced apart at assembling heavy steel tube bracing or strutting arrangement, other structures of larger number can be set in Temporary Piers upper end, as with the coaster matched during bridge incremental launching, adopt the coaster of larger number, ensure carrying out smoothly of bridge incremental launching, and, the coaster that model is larger is convenient to lubrication, internal friction is less, so in bridge incremental launching process, the thrust that Temporary Piers is subject to is also less, thus the requirement of strength to basis and person's assembling heavy steel tube bracing or strutting arrangement is also reduced, improving on the basis of the application's Temporary Piers reliability further, can also further reduce Temporary Piers construction cost.
As preferably, in described step C, the length direction of the support sections of described assembling heavy steel tube bracing or strutting arrangement is consistent with the length direction of bridge.
In the art, when bridge carries out pushing tow operation, assembling heavy steel tube bracing or strutting arrangement is subject to 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 improves assembling heavy steel tube bracing or strutting arrangement along the stability on bridge length direction, ensure the reliability that Temporary Piers supports further.
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 assembling heavy steel tube bracing or strutting arrangement.
In the such scheme of the application, horizontal-associate is several, at least one horizontal-associate is arranged on the upper end of assembling heavy steel tube bracing or strutting arrangement, while raising Temporary Piers support strength, the upper end area of further increase 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, the beneficial effect of assembling heavy steel tube bracing or strutting arrangement is:
1, bracing or strutting arrangement is spliced by supporting sections, support between sections, be all dismountable connection between connecting rod with heavy steel tube and between connecting rod with connecting rod, first the assembling difficulty of bracing or strutting arrangement is reduction of, facilitate the installation and removal of the application's bracing or strutting arrangement, and then the bracing or strutting arrangement 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 to have enough stability in the horizontal direction, and, connected by connecting rod between heavy steel tube, so the bracing or strutting arrangement of the application is at vertical direction or all has good reliability in the horizontal direction;
3, the bracing or strutting arrangement of the application, its load-carrying member at vertical direction is heavy steel tube, when actual production, heavy steel tube and each connecting rod all can be set to omnipotent component, the bracing or strutting arrangement of the application is made to have good versatility and replaceability, further convenient manufacture and use, reduce installation difficulty and construction cost;
The beneficial effect of Temporary Piers construction method is:
Adopt height of foundation to coordinate mutually with the height of assembling heavy steel tube bracing or strutting arrangement, under ensureing that Temporary Piers has the prerequisite of secure support intensity, reduce again the difficulty of construction of Temporary Piers, the reduction of erection time, save construction cost and duration.