CN217579784U - Integral assembling equipment for steel pull rod of suspension bridge anchoring system - Google Patents

Abstract

The utility model relates to a whole equipment of suspension bridge anchoring system steel pull rod for assemble pre-buried pipe and steel pull rod, steel pull rod is located pre-buried intraductal, and whole equipment includes: the support platform is arranged on the ground, and the top surface of the support platform is parallel to the horizontal plane; the embedded pipe cushion blocks are arranged on the support platform and are arranged along the length direction of the support platform, and the embedded pipe cushion blocks are used for supporting embedded pipes; the embedded pipe clamping plates are arranged on the support platform and arranged along the length direction of the support platform, each embedded pipe clamping plate comprises at least two embedded pipe clamping plates, and the two embedded pipe clamping plates are arranged along the width direction of the support platform at intervals and used for clamping the embedded pipes, so that when the steel pull rod is assembled, the steel pull rod is not required to be always hung by using hoisting equipment, and the difficulty of assembling the steel pull rod can be greatly reduced.

Description

Integral assembling equipment for steel pull rod of suspension bridge anchoring system

Technical Field

The utility model relates to a bridge construction technical field, in particular to whole equipment of suspension bridge anchoring system steel pull rod.

Background

With the development of large-span bridges, suspension bridges are widely built on large rivers. The suspension bridge is also called a suspension bridge, and is a bridge which utilizes a main cable and a sling as a suspension system of a stiffening beam to transfer load action to a bridge tower and an anchorage.

In the related art, the main cable anchoring system mostly adopts a steel pull rod form, but a single steel pull rod is long in length and heavy in weight, and cannot be transported to a site from a processing plant, and generally a hoisting method after field assembly is mostly adopted. However, because the construction site does not have an assembly platform, a hoisting device and an assembly site special for the steel tie rod, the difficulty is often high when the steel tie rod is assembled, and the construction site is a difficult problem of on-site assembly.

SUMMERY OF THE UTILITY MODEL

An embodiment of the utility model provides a whole equipment of suspension bridge anchor system steel pull rod to solve among the correlation technique and often the great problem of the degree of difficulty when carrying out the equipment of steel pull rod at the job site.

In a first aspect, an integral assembling device for a steel pull rod of a suspension bridge anchoring system is provided, which is used for assembling a pre-buried pipe and the steel pull rod, wherein the steel pull rod is located in the pre-buried pipe, and the integral assembling device comprises: the support platform is arranged on the ground, and the top surface of the support platform is parallel to the horizontal plane; the embedded pipe cushion blocks are arranged on the support platform and are arranged along the length direction of the support platform, and the embedded pipe cushion blocks are used for supporting embedded pipes; the embedded pipe clamping plates are arranged on the support platform and are arranged along the length direction of the support platform, each embedded pipe clamping plate comprises at least two embedded pipe clamping plates, and the two embedded pipe clamping plates are arranged at intervals along the width direction of the support platform and used for clamping embedded pipes.

In some embodiments, the embedded pipe clamping plates are perpendicular to the support platform, two embedded pipe clamping plates in each group are spaced at a preset distance, and perpendicular bisectors between the two embedded pipe clamping plates in each group are located on the same vertical plane.

In some embodiments, the integral assembly apparatus further comprises: two sets of anchor backing plate cardboard, it is two sets of the anchor backing plate cardboard is followed the length direction of support platform install respectively in support platform's relative both ends, wherein, every group the anchor backing plate cardboard includes at least two the anchor backing plate cardboard, two the anchor backing plate cardboard is followed the width direction interval of support platform sets up and is used for centre gripping anchor backing plate, and two the plane of symmetry of anchor backing plate cardboard and two the plane of symmetry coplane of buried pipe cardboard.

In some embodiments, the integral assembly apparatus further comprises: the two anchor backing plate baffles are respectively arranged on one sides, far away from each other, of the two anchor backing plate clamping plates, are perpendicular to the support platform and are used for abutting against the anchor backing plates.

In some embodiments, one of the anchor backing plate baffles is used for the steel tie rod to penetrate, and the minimum distance between the embedded pipe and the top surface of the support platform is equal to the height of the embedded pipe cushion block.

In some embodiments, a plurality of stiffening plates are disposed on a side of the anchor backing plate baffle away from the anchor backing plate clamping plate, and two adjacent sides of the stiffening plates are respectively connected to the support platform and the anchor backing plate baffle.

In some embodiments, the support platform is provided with a plurality of support pillars along a length direction thereof, the support pillars are supported on the ground, and the plurality of support pillars are respectively located on two opposite sides of the support platform along a width direction of the support platform.

In some embodiments, each group of the pre-buried pipe clamping plates is arranged at the installation position of the corresponding pre-buried pipe cushion block, and the two pre-buried pipe clamping plates in each group are respectively arranged at two opposite sides of the pre-buried pipe cushion block.

In some embodiments, the integral assembly apparatus further comprises: a tightening tool for tightening a steel tie rod, the tightening tool comprising: the rotating nut is used for being installed at the end head of the steel pull rod; the connecting part penetrates through the rotating nut along the direction perpendicular to the axis of the rotating nut, part of the connecting part extends out of the rotating nut, and the connecting part is used for abutting against the end face of the steel pull rod; the grab handle is fixed with one end of the connecting part, which is positioned outside the rotating nut.

In some embodiments, one end of the connecting portion extending out of the rotating nut is inserted into the handle, and the handle is fixed to the rotating nut.

The utility model provides a beneficial effect that technical scheme brought includes:

the embodiment of the utility model provides a whole equipment of suspension bridge anchoring system steel pull rod, because supporting platform's top surface is parallel with the horizontal plane, the polylith embedded pipe cushion sets up along supporting platform's length direction, can with two sections embedded pipe end to end set up on polylith embedded pipe cushion, can support two sections embedded pipe that need connect on supporting platform promptly, and then with two sections embedded pipe connection, accomplish the whole equipment of steel pull rod, therefore, when using above-mentioned equipment to carry out the steel pull rod equipment, need not to use hoisting equipment to hang steel pull rod and numerous personnel's cooperation always, need not many times precision adjustment simultaneously when the steel pull rod equipment welds, directly assemble can, can greatly reduced equipment steel pull rod's the degree of difficulty.

Drawings

In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings needed to be used in the description of the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings without creative efforts.

Fig. 1 is a schematic structural diagram of an overall assembly apparatus according to an embodiment of the present invention;

fig. 2 is a schematic structural diagram of a pre-buried pipe clamping plate according to an embodiment of the present invention;

fig. 3 is a schematic structural diagram of an anchor backing plate clamping plate provided in an embodiment of the present invention;

fig. 4 is a schematic structural view of the anchor backing plate baffle according to an embodiment of the present invention;

fig. 5 is a schematic structural view of a screwing tool according to an embodiment of the present invention.

In the figure:

1. a bracket upright post; 2. a support platform; 3. a stiffening plate; 4. pre-burying a pipe cushion block; 5. an anchor backing plate baffle; 6. an anchor backing plate clamping plate; 7. pre-burying a pipe clamp plate; 8. rotating the nut; 9. a connecting portion; 10. a handle; 11. pre-burying a pipe; 12. a steel tie rod; 13. a connector; 14. and (5) anchoring a backing plate.

Detailed Description

In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all embodiments of the present invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.

The embodiment of the utility model provides a whole equipment of suspension bridge anchoring system steel pull rod, it can solve among the correlation technique often the great problem of the degree of difficulty when carrying out the equipment of steel pull rod at the job site.

Referring to fig. 1 to 4, for the embodiment of the present invention provides a whole assembly equipment of suspension bridge anchoring system steel pull rod, whole assembly equipment can assemble buried pipe 11 and steel pull rod 12 in advance, and steel pull rod 12 can insert and locate in buried pipe 11 in advance, and whole assembly equipment can include: the support platform 2 can be installed on the ground, and the top surface of the support platform 2 can be parallel to the horizontal plane, in this embodiment, the bottom of the support platform 2 can be directly contacted with the ground, in other embodiments, the support upright 1 can be arranged at the bottom of the support platform 2, and the support platform 2 is supported on the ground by the support upright 1; the embedded pipe support comprises a plurality of embedded pipe cushion blocks 4, wherein the embedded pipe cushion blocks 4 can be arranged on a support platform 2, in the embodiment, the embedded pipe cushion blocks 4 can be arranged on the top surface of the support platform 2, in other embodiments, grooves can be formed in the top surface of the support platform 2 along the length direction of the support platform, the embedded pipe cushion blocks 4 can be placed in the grooves, the tops of the embedded pipe cushion blocks 4 can extend out of the grooves, and the embedded pipe cushion blocks 4 can support embedded pipes 11; a plurality of groups of embedded pipe clamping plates 7, wherein the plurality of groups of embedded pipe clamping plates 7 can be arranged on the support platform 2, in the embodiment, the plurality of groups of embedded pipe clamping plates 7 can be arranged on the top surface of the support platform 2, and the plurality of groups of embedded pipe clamping plates 7 can be arranged along the length direction of the support platform 2, in other embodiments, each group of embedded pipe clamping plates 7 can be arranged on a corresponding embedded pipe cushion block 4, wherein each group of embedded pipe clamping plates 7 can comprise at least two embedded pipe clamping plates 7, the two embedded pipe clamping plates 7 can be arranged at intervals along the width direction of the support platform 2, the two embedded pipe clamping plates 7 can clamp the embedded pipes 11, when the embedded pipes 11 and the steel pull rods 12 are assembled, one section of the steel pull rod 12 can be firstly placed on the embedded pipe cushion blocks 4, then the pre-embedded pipes 11 are sleeved outside the steel pull rods 12, so that the pre-embedded pipes 11 are clamped between the two corresponding pre-embedded pipe clamping plates 7, the other steel pull rod 12 is laid on the corresponding pre-embedded pipe cushion block 4 along the length direction of the support platform 2, the other pre-embedded pipe 11 is sleeved outside the corresponding steel pull rod 12, the two adjacent pre-embedded pipes 11 are connected with the two adjacent steel pull rods 12, and the whole assembly of the steel pull rods 12 is completed.

In some embodiments, the integral assembling equipment is made of common materials in construction sites, such as steel bars, steel plates, angle steels, I-steels, H-shaped steels and the like, and has wide sources of manufacturing materials and low manufacturing cost.

Referring to fig. 1 and 2, in some embodiments, the embedded pipe clamp plates 7 may be perpendicular to the top surface of the support platform 2, two embedded pipe clamp plates 7 in each group are all spaced by a preset distance, and the preset distance may be equal to the diameter of the embedded pipe 11, that is, the distance between two embedded pipe clamp plates 7 in each group is equal to the distance between two embedded pipe clamp plates 7 in other groups, and perpendicular bisectors between two embedded pipe clamp plates 7 in each group may be located on the same vertical plane, when two sections of embedded pipes 11 are placed on the embedded pipe cushion block 4 in an end-to-end manner along the length direction of the support platform 2, the central axes of the two sections of embedded pipes 11 may be coaxial, and it is not necessary to perform multiple precision adjustments, and two adjacent sections of embedded pipes 11 may be welded, which may further reduce the difficulty in assembling the steel tie rod 12.

Referring to fig. 1, 3 and 4, in some embodiments, the integral assembly apparatus may further include: two groups of anchor backing plate clamping plates 6, two groups of anchor backing plate clamping plates 6 can be respectively arranged at two opposite ends of the support platform 2 along the length direction of the support platform 2, wherein each group of anchor backing plate clamping plates 6 can comprise at least two anchor backing plate clamping plates 6, the two anchor backing plate clamping plates 6 can be arranged at intervals along the width direction of the support platform 2, the two anchor backing plate clamping plates 6 can clamp the anchor backing plate 14, the symmetrical surfaces of the two anchor backing plate clamping plates 6 can be coplanar with the symmetrical surfaces of the two embedded pipe clamping plates 7, namely when the anchor backing plate 14 is clamped between the two anchor backing plate clamping plates 6, the central axis of the anchor backing plate 14 can be coaxial with the central axis of the embedded pipe 11, when the anchor backing plate 14 and the embedded pipe 11 are welded at a construction site, can clamp anchor backing plate 14 and locate between two anchor backing plate cardboard 6, place embedded pipe 11 between two embedded pipe cardboard 7, make embedded pipe 11 and anchor backing plate cardboard 6 butt joint, can ensure that the axis of anchor backing plate 14 can be coaxial with the axis of embedded pipe 11, can conveniently weld anchor backing plate 14 and embedded pipe 11, when anchor backing plate 14 and embedded pipe 11 carry out welding process by the mill, the on-the-spot step of installing anchor backing plate 14 that can save, when adopting whole equipment to carry out the equipment butt joint of steel pull rod 12, only need 3 workers to accomplish, need not large-scale hoisting equipment and numerous personnel cooperation, need not many times precision adjustment simultaneously when steel pull rod 12 assembles the welding, directly assemble can, steel pull rod 12 is executed and is twisted the easy swift of operation simultaneously.

Referring to fig. 1 and 4, in some embodiments, the overall assembly equipment may further include two anchor backing plate baffles 5, the two anchor backing plate baffles 5 may be respectively disposed on the sides of the two sets of anchor backing plate clamping plates 6 away from each other, and the anchor backing plate baffles 5 may be perpendicular to the support platform 2, when the anchor backing plate 14 is clamped between the two anchor backing plate clamping plates 6, the anchor backing plate baffles 5 may be abutted against the anchor backing plate 14, so that the anchor backing plate 14 is perpendicular to the top surface of the support platform 2, that is, when the anchor backing plate 14 and the embedded pipe 11 are assembled, the anchor backing plate baffles 5 play a role in positioning the anchor backing plate 14, so that the anchor backing plate 14 is perpendicular to the embedded pipe 11, which may facilitate welding of the anchor backing plate 14 and the embedded pipe 11, and ensure the assembly accuracy.

Referring to fig. 1, in some embodiments, one of the anchor backing plate baffles 5 may be penetrated by the steel tie rod 12, that is, when the anchor backing plate 14 at the tensioning end is installed, the steel tie rod 12 may penetrate the anchor backing plate 14 at the tensioning end and extend out of the through hole of the anchor backing plate baffle 5, and the minimum distance between the steel tie rod 12 and the top surface of the support platform 2 may be equal to the height of the embedded pipe cushion block 4, that is, when the embedded pipe 11 penetrates the anchor backing plate baffle 5, it may be ensured that the embedded pipe 11 is horizontally placed on the support platform 2, and the influence on the levelness when two adjacent embedded pipes 11 are butt-welded may be avoided.

Referring to fig. 1 and 4, in some embodiments, one side of the anchor backing plate baffle 5, which is away from the anchor backing plate clamping plate 6, may be provided with a plurality of stiffening plates 3, two adjacent sides of the stiffening plates 3 may be respectively connected to the bracket platform 2 and the anchor backing plate baffle 5, in this embodiment, one side of the anchor backing plate baffle 5 may be provided with three stiffening plates 3, each stiffening plate 3 is perpendicular to the top surface of the bracket platform 2, the stiffening plates 3 are connected to the bracket platform 2 and the anchor backing plate baffle 5, in other embodiments, one side of the anchor backing plate baffle 5 may be provided with other numbers of stiffening plates 3, and the structural strength of the anchor backing plate baffle 5 may be increased by providing the stiffening plates 3.

Referring to fig. 1 to 3, in some embodiments, the support platform 2 may be provided with a plurality of support uprights 1 along a length direction thereof, the support uprights 1 may support the support platform 2 on the ground, and the plurality of support uprights 1 may be respectively located on two opposite sides of the support platform 2 along a width direction of the support platform 2, in this embodiment, the support platform 2 may be provided with a plurality of sets of support uprights 1 along the length direction thereof, each set of support uprights 1 may include two support uprights 1, the two support uprights 1 may be respectively located on two opposite sides of the support platform 2 along the width direction of the support platform 2, both the two support uprights 1 are welded to a side surface of the support platform 2, the support uprights 1 are arranged on the side surface of the support platform 2, so as to increase a contact area between the support uprights 1 and the support platform 2, that a length of a weld seam may be increased when the support uprights 1 and the support platform 2 are welded, so that a connection structure between the support uprights 1 and the support platform 2 is more stable.

Referring to fig. 1 and 2, in some embodiments, each group of the pre-buried pipe clamping plates 7 may be disposed at an installation position of the corresponding pre-buried pipe cushion block 4, and the two pre-buried pipe clamping plates 7 in each group may be disposed at opposite sides of the pre-buried pipe cushion block 4, when the pre-buried pipe 11 is placed on the whole assembly device, the pre-buried pipe 11 and contact points of the pre-buried pipe cushion block 4 and the pre-buried pipe clamping plates 7 located at the same position may be located in the same plane, that is, the pre-buried pipe 11 may be limited in three directions in a vertical plane perpendicular to the pre-buried pipe 11, the pre-buried pipe 11 may be stably limited on the whole assembly device, and the pre-buried pipe 11 may be prevented from shaking during assembly.

Referring to fig. 5, in some embodiments, the integral assembly apparatus may further include: a tightening tool for tightening the steel drawbar 12, the tightening tool may comprise: the rotating nut 8, the rotating nut 8 can be installed at the end head of the steel pull rod 12; the connecting part 9, the connecting part 9 can be a long and thin rod, the connecting part 9 can be arranged through the rotating nut 8 along the direction perpendicular to the axis of the rotating nut 8, and the connecting part 9 can partially extend out of the rotating nut 8, when the rotating nut 8 is arranged at the end head of the steel pull rod 12, the connecting part 9 can be abutted against the end surface of the steel pull rod 12; the grab handle 10 and the grab handle 10 can be fixed with one end of the connecting part 9, which is positioned outside the rotating nut 8, when the steel pull rod 12 is assembled, the rotating nut 8 can be installed at the end head of the steel pull rod 12, the rotating nut 8 is driven by rotating the grab handle 10, so that the steel pull rod 12 rotates, and the steel pull rod 12 can be screwed in place.

Referring to fig. 5, in some embodiments, the end of the connecting portion 9 extending out of the rotating nut 8 may be inserted into the handle 10, and the end of the handle 10 contacting the connecting portion 9 may be fixed with the rotating nut 8, which may make the handle 10 and the rotating nut 8 more firmly connected.

The embodiment of the utility model provides a pair of suspension bridge anchoring system steel pull rod's whole equipment's principle does:

because the top surface of the support platform 2 can be parallel to the horizontal plane, a plurality of embedded pipe cushion blocks 4 can be arranged on the top surface of the support platform 2 along the length direction of the support platform 2, each embedded pipe cushion block 4 can be respectively provided with embedded pipe clamp plates 7 along the two opposite sides of the width direction of the support platform 2, the two embedded pipe clamp plates 7 can clamp the embedded pipes 11, when the embedded pipes 11 and the steel pull rods 12 are assembled, one section of the steel pull rod 12 can be firstly placed on the embedded pipe cushion block 4, then the embedded pipe 11 is sleeved outside the steel pull rod 12, the embedded pipe 11 is clamped between the two corresponding embedded pipe clamp plates 7, the other section of the steel pull rod 12 is laid on the corresponding embedded pipe cushion block 4 along the length direction of the support platform 2, the other section of the embedded pipe 11 is sleeved outside the corresponding steel pull rod 12, the two adjacent sections of the embedded pipes 11 are connected with the two adjacent sections of the steel pull rods 12, the integral assembly of the steel pull rods 12 is completed, when the pull rods are assembled, the steel pull rods 12 are not required to be hung on the equipment, and the steel 12 can be directly assembled by a plurality of workers without the steel lifting and the pull rods 12, and the assembly difficulty can be greatly reduced when the pull rods are assembled.

Because two embedded pipe cardboard 7 in each group all separate the preset distance, the preset distance can equal the diameter of embedded pipe 11, and the perpendicular bisector between two embedded pipe cardboard 7 in each group all can be located same vertical face, when two embedded pipe 11 is placed on embedded pipe cushion 4 along the length direction of support platform 2 end to end, can make the axis of two embedded pipe 11 coaxial, two anchor backing plate cardboard 6 can be along the width direction interval setting of support platform 2, two anchor backing plate cardboard 6 can centre gripping anchor backing plate 14, and the plane of symmetry of two anchor backing plate cardboard 6 can be coplanar with the plane of symmetry of two embedded pipe cardboard 7, namely when backing plate 14 presss from both sides and locates between two anchor backing plate cardboard 6, the axis of anchor backing plate 14 can be coaxial with the axis of embedded pipe 11, therefore, when carrying out the equipment of steel pull rod 12, only need to put embedded pipe 11 and anchor backing plate 14 in whole equipment and can weld, need not carry out many times precision adjustment, can further reduce the degree of difficulty of equipment steel pull rod 12.

The embodiment of the utility model provides a use method of whole equipment does:

s1: placing a section of the embedded pipe 11 on the embedded pipe cushion block 4, so that the embedded pipe 11 is clamped between two corresponding embedded pipe clamping plates 7, wherein a steel pull rod 12 is arranged in the embedded pipe 11, and one end of the steel pull rod 12 extends out of the embedded pipe 11.

In some embodiments, a section of steel tie bar 12 may be placed on the pre-buried pipe pad 4, then the pre-buried pipe 11 is sleeved outside the steel tie bar 12, so that the pre-buried pipe 11 is clamped between two corresponding pre-buried pipe clamping plates 7, when the pre-buried pipe 11 and the anchor backing plate 14 need to be assembled on a construction site, the anchor backing plate 14 at the fixed end may be placed between two corresponding anchor backing plate clamping plates 6, and the anchor backing plate baffle 5 may be abutted against the anchor backing plate 14, so that the anchor backing plate 14 is perpendicular to the pre-buried pipe 11, then the anchor backing plate 14 is welded to the pre-buried pipe 11, then the connector 13 is installed at one end of the pre-buried pipe 11 away from the anchor backing plate 14, and the connector 13 is fixed.

S2: and laying the other section of the embedded pipe 11 on the embedded pipe cushion block 4 along the length direction of the support platform 2.

In some embodiments, another section of the steel tie rod 12 may be laid on the corresponding embedded pipe pad 4 along the length direction of the support platform 2, and another section of the embedded pipe 11 is sleeved outside the corresponding steel tie rod 12, and the two adjacent sections of the embedded pipe 11 are butted, and the anchor pad 14 may be welded and fixed to the steel tie rod 12.

S3: two adjacent sections of the embedded pipes 11 are connected through connectors 13.

In some embodiments, two adjacent embedded pipes 11 may be connected end to end and both penetrate through the connector 13, the two adjacent embedded pipes 11 are connected by the connector 13, and the bolt on the connector 13 is tightened to connect the connector 13 and both the two embedded pipes 11 firmly.

S4: a screwing tool is mounted on the end of the steel tie rod 12, and the steel tie rod 12 is screwed using the screwing tool.

In some embodiments, the rotating nut 8 of the screwing tool may be installed at the end of the steel tie rod 12, the rotating nut 8 is driven by rotating the grip handle 10 to rotate the steel tie rod 12, the steel tie rod 12 Shi Ning may be put in place, the tension end anchor plate 14, the spiral rib, the connector 13 locking nut are installed after the steel tie rod 12 is butted, the hexagon bolt of the connector 13 is screwed, the connector 13 is welded, and the protective cover of the steel tie rod 12 is installed, so that the integral assembly of the steel tie rod 12 is completed.

When the anchor backing plate 14 and the embedded pipe 11 are welded in a factory, the step of installing the anchor backing plate 14 can be omitted on site, when the integral assembling device is adopted for assembling and butting the steel pull rod 12, only 3 workers are needed to complete the assembling and butting, the large-scale hoisting device and the cooperation of numerous workers are not needed, meanwhile, the precision adjustment is not needed for many times when the steel pull rod 12 is assembled and welded, the assembling can be directly carried out, and meanwhile, the operation of screwing the steel pull rod 12 is simple and fast.

In the description of the present invention, it should be noted that the terms "upper", "lower", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, which are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention. Unless expressly stated or limited otherwise, the terms "mounted," "connected," and "coupled" are to be construed broadly and encompass, for example, both fixed and removable coupling as well as integral coupling; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.

It is noted that, in the present invention, relational terms such as "first" and "second", and the like, may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising a … …" does not exclude the presence of another identical element in a process, method, article, or apparatus that comprises the element.

The above description is only exemplary of the invention, and is intended to enable those skilled in the art to understand and implement the invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the invention. Thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.

Claims (10)

1. The utility model provides a whole equipment of suspension bridge anchoring system steel pull rod for assemble pre-buried pipe (11) and steel pull rod (12), steel pull rod (12) are located in pre-buried pipe (11), its characterized in that, whole equipment includes:

the support platform (2) is installed on the ground, and the top surface of the support platform (2) is parallel to the horizontal plane;

the embedded pipe cushion blocks (4) are arranged on the support platform (2) and are arranged along the length direction of the support platform (2), and the embedded pipe cushion blocks (4) are used for supporting embedded pipes (11);

a plurality of groups of pre-buried pipe clamping plates (7), wherein the plurality of groups of pre-buried pipe clamping plates (7) are arranged on the support platform (2) and are arranged along the length direction of the support platform (2),

each group of the embedded pipe clamping plates (7) comprises at least two embedded pipe clamping plates (7), and the two embedded pipe clamping plates (7) are arranged at intervals along the width direction of the support platform (2) and used for clamping the embedded pipes (11).

2. The unitary assembly apparatus of claim 1, wherein:

the embedded pipe clamping plates (7) are perpendicular to the support platform (2), two embedded pipe clamping plates (7) in each group are spaced at preset distances, and perpendicular bisectors between the two embedded pipe clamping plates (7) in each group are located on the same vertical plane.

3. The unitary assembly apparatus of claim 1, further comprising:

two groups of anchor backing plate clamping plates (6), wherein the two groups of anchor backing plate clamping plates (6) are respectively arranged at the two opposite ends of the support platform (2) along the length direction of the support platform (2),

every group anchor backing plate cardboard (6) include two at least anchor backing plate cardboard (6), two anchor backing plate cardboard (6) are followed the width direction interval of support platform (2) sets up and is used for centre gripping anchor backing plate (14), and two the plane of symmetry of anchor backing plate cardboard (6) and two the plane of symmetry coplane of buried pipe cardboard (7).

4. The unitary assembly apparatus of claim 3, further comprising:

the anchor backing plate comprises two anchor backing plate baffles (5), wherein the two anchor backing plate baffles (5) are respectively arranged on one sides, away from each other, of the two anchor backing plate clamping plates (6), the anchor backing plate baffles (5) are perpendicular to the support platform (2), and the anchor backing plate baffles (5) are used for abutting against the anchor backing plate (14).

5. The unitary assembly apparatus of claim 4, wherein:

one of the anchor backing plate baffle (5) is provided with a through hole, the through hole is used for the steel pull rod (12) to penetrate through, and the minimum distance between the top surfaces of the embedded pipe (11) and the support platform (2) is equal to the height of the embedded pipe cushion block (4).

6. The unitary assembly apparatus of claim 4, wherein:

one side of the anchor backing plate baffle (5) far away from the anchor backing plate clamping plate (6) is provided with a plurality of stiffening plates (3), and two adjacent sides of each stiffening plate (3) are respectively connected with the support platform (2) and the anchor backing plate baffle (5).

7. The unitary assembly apparatus of claim 1, wherein:

support platform (2) are equipped with many support stand (1) along its length direction, support stand (1) supports in ground, and many support stand (1) is followed the width direction of support platform (2) is located respectively the relative both sides of support platform (2).

8. The unitary assembly apparatus of claim 1, wherein:

each group of the embedded pipe clamping plates (7) are arranged at the corresponding installation positions of the embedded pipe cushion blocks (4), and the two embedded pipe clamping plates (7) in each group are respectively arranged at the two opposite sides of the embedded pipe cushion blocks (4).

9. The unitary assembly apparatus of claim 1, further comprising:

a tightening tool for tightening a steel tie rod (12), the tightening tool comprising:

the rotating nut (8), the rotating nut (8) is used for being installed at the end head of the steel pull rod (12);

the connecting part (9) penetrates through the rotating nut (8) along the direction perpendicular to the axis of the rotating nut (8), part of the connecting part (9) extends out of the rotating nut (8), and the connecting part (9) is used for abutting against the end face of the steel pull rod (12);

the grab handle (10), grab handle (10) with connecting portion (9) are located the outer one end of swivel nut (8) is fixed.

10. The unitary assembly apparatus of claim 9, wherein:

one end of the connecting part (9) extending out of the rotating nut (8) is inserted into the grab handle (10), and the grab handle (10) is fixed with the rotating nut (8).

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