Assembling type inclined tower limb cross beam support

Abstract

The utility model belongs to the technical field of bridge construction, and particularly relates to a splicing type inclined tower limb beam support which comprises a tower limb body. The first shear shoe is fixed on the tower limb body; the first bearing beam is fixed at the top of the first shear shoe; the second shear shoe is positioned above the first shear shoe; the bracket bodies are in the shape of an isosceles trapezoid; the unloading block is fixed at the top of the second shear shoe and the top of the bracket body; the second bearing beam is fixed on the unloading block; and the bailey beam is fixed at the top of the second bearing beam. The requirement for the installation precision of the first shear shoe and the second shear shoe is low, and the construction efficiency can be improved; besides, the isosceles trapezoid support body which is novel in structure and convenient to assemble is designed, the support body is stable and safe in structure, construction loads and the like can be transmitted to the tower limb body through the shear boots, the loading capacity of the support body can be improved, and smooth development of lower cross beam construction work is facilitated.

Description

Technical Field

[0001] The utility model belongs to the technical field of bridge construction, and in particular relates to an assembleable inclined tower limb beam bracket. Background Art

[0002] In bridge construction design, cable-stayed bridges are widely used by designers due to their beautiful appearance and large span. The lower limb of the cable-stayed bridge tower is tilted outward, and the upper limb is tilted inward. The lower crossbeam is set at the intersection of the broken line of the lower and upper limbs. During the construction of the crossbeam of a large-span cable-stayed bridge, since the tower columns are generally large in height and the crossbeam position is generally more than 60m, it is impossible to directly install steel pipe piles on the lower part of the crossbeam to support the cast-in-place bracket. For this reason, it is necessary to install shear members in the pre-buried space on the inner side of the tower limb, and install the tower limb crossbeam bracket through the installed shear members. In this way, during the construction of the lower crossbeam, the load is transferred to the tower limbs on both sides through the installed shear members and the constructed bracket, thereby providing conditions for the safe construction of the lower crossbeam.

[0003] Prior art discloses support structures for lower crossbeams of cable-stayed bridges. For example, CN206859068U discloses an assembled support frame structure for lower crossbeams of cable-stayed bridge towers. The structure comprises a bottom formwork system for casting the lower crossbeams and a support system supported below the bottom formwork system and arranged transversely to the bridge. The structure also comprises two sets of triangular trusses spaced transversely and fixed to the tower limbs on either side via lower supports. Horizontal straight beams arranged transversely to the bridge are mounted on the two sets of triangular trusses. The ends of the straight beams are fixedly connected to the tower limbs on either side via upper supports. The straight beams are located below the support system and are fixedly connected to the support system. The lower support is a connector with one end pre-embedded in the tower limb and the other end extending transversely to the outside of the tower limb. The lower end of the triangular truss is fixed to the portion of the connector extending outside the tower limb. The assembled support frame structure for lower crossbeams of cable-stayed bridge towers disclosed in this patent is easy to install, reduces the workload of aerial welding, and is simple to construct and operate. It is undeniable that the support frame structure disclosed in this patent can indeed achieve the above-mentioned effects, but it still has certain shortcomings: since the triangular truss is fixed to the tower limb through the lower support, and the straight beam is fixedly connected to the tower limb through the upper support, this requires that the upper and lower supports at the corresponding upper and lower positions need to have high installation accuracy to ensure the stability and safety of the structure; in addition, although the triangular truss itself is a stable structure, in actual application, the spaced arrangement of the two triangular trusses may produce certain instability factors in the transverse direction of the bridge, especially under the influence of external factors such as self-weight and construction load.

[0004] The information disclosed in this background technology section is only intended to increase the understanding of the overall background of the present invention, and should not be regarded as an admission or any form of suggestion that the information constitutes the prior art already known to those skilled in the art. Utility Model Content

[0005] The purpose of the utility model is to provide an assembleable inclined tower limb crossbeam bracket to solve the problems existing in the assembled support frame structure of the crossbeam under the cable tower of a cable-stayed bridge in the background technology.

[0006] To achieve the above objectives, the present invention provides the following technical solutions:

[0007] An assembleable inclined tower limb crossbeam support, comprising:

[0008] The tower limbs are arranged symmetrically;

[0009] First shear boots symmetrically fixed on the inner walls of the tower limb bodies on both sides;

[0010] a first load-bearing beam disposed along the bridge, wherein the first load-bearing beam is fixed to the top of the first shear shoe;

[0011] Second shear shoes symmetrically fixed on the inner walls of the tower limb bodies on both sides and located above the first shear shoes;

[0012] A plurality of bracket bodies are arranged at intervals along the transverse bridge direction, each of the bracket bodies is in the shape of an isosceles trapezoid that is narrow at the top and wide at the bottom, and both ends of the bottom of the bracket body are fixed to the first load-bearing beam at corresponding positions;

[0013] a drop block fixed to the top of the second shear shoe and the top of the bracket body;

[0014] A second load-bearing beam fixed on the unloading block along the longitudinal direction of the bridge;

[0015] A Bailey beam is fixed to the top of the second load-bearing beam along the transverse direction of the bridge.

[0016] Preferably, a fixing groove corresponding to the first shear boot and the second shear boot is left on the inner wall of the tower limb body; the front ends of the bottoms of the first shear boot and the second shear boot are inserted into the fixing groove; the tops of the first shear boot and the second shear boot are respectively fixed to the tower limb body by a plurality of precision-rolled threaded steel bars.

[0017] Preferably, the bracket body includes: a left horizontal beam, a left vertical beam fixed at the top of the left horizontal beam near the inner end, a left oblique link whose bottom is fixed at the top of the left horizontal beam near the outer end and the top is inclined inward and fixed to the outer side surface of the left vertical beam near the top, a right horizontal beam whose inner end is fixedly connected to the inner end of the left horizontal beam, a right vertical beam fixed at the top of the right horizontal beam near the inner end, a right oblique link whose bottom is fixed at the top of the right horizontal beam near the outer end and the top is inclined inward and fixed to the outer side surface of the right vertical beam near the top, and a horizontal link with one end fixed at the inner side surface of the left vertical beam near the top and the other end fixed at the inner side surface of the right vertical beam near the top.

[0018] Preferably, the left horizontal beam is fixed with a first connection part and a second connection part corresponding to the bottom of the left oblique link and the bottom of the left vertical beam respectively; the left vertical beam is fixed with a third connection part and a fourth connection part corresponding to the top of the left oblique link and the end of the parallel link respectively; the right horizontal beam is fixed with a fifth connection part and a sixth connection part corresponding to the bottom of the right oblique link and the bottom of the right vertical beam respectively; the right vertical beam is fixed with a seventh connection part and an eighth connection part corresponding to the top of the right oblique link and the end of the parallel link respectively.

[0019] Preferably, the left horizontal beam, left vertical beam, left oblique joint, right horizontal beam, right vertical beam, right oblique joint, flat joint, first connection part, second connection part, third connection part, fourth connection part, fifth connection part, sixth connection part, seventh connection part and eighth connection part are all made of H-shaped steel.

[0020] Preferably, the left horizontal beam and the right horizontal beam, the first connecting part and the bottom of the left oblique link, the second connecting part and the bottom of the left vertical beam, the third connecting part and the top of the left oblique link, the fourth connecting part and the end of the parallel link, the fifth connecting part and the bottom of the right oblique link, the sixth connecting part and the bottom of the right vertical beam, the seventh connecting part and the top of the right oblique link, and the eighth connecting part and the end of the parallel link are all fixedly connected by connecting parts.

[0021] Preferably, the connecting member includes two first connecting plates symmetrically arranged on both sides of two adjacent H-steel webs and a second connecting plate symmetrically arranged on both sides of two adjacent H-steel flanges. The two adjacent H-steels are fixedly connected by using multiple bolts to penetrate the two first connecting plates and the H-steel webs and using multiple bolts to penetrate the two second connecting plates and the H-steel flanges and tightening them with nuts.

[0022] Preferably, vertical limiting beams welded to the outer side surfaces of the first connecting part and the outer side surfaces of the fifth connecting part at the corresponding positions are fixed respectively at the outer end of the top of the left horizontal beam and the outer end of the top of the right horizontal beam; horizontal limiting beams welded to the top of the third connecting part and the top surface of the seventh connecting part at the corresponding positions are fixed respectively at the outer side of the left vertical beam near the top position and the outer side of the right vertical beam near the top position.

[0023] Preferably, the bracket body also includes a left diagonal brace located on the outside of the left vertical beam, a right diagonal brace located on the outside of the right vertical beam, and a middle diagonal brace located between the left vertical beam and the right vertical beam; wherein, the bottom of the left diagonal brace is fixedly connected and welded to the reinforcing plate at the connection between the left horizontal beam and the second connecting part by bolts, and the top is vertically fixed to the middle of the left diagonal joint; the bottom of the right diagonal brace is fixedly connected and welded to the reinforcing plate at the connection between the right horizontal beam and the sixth connecting part by bolts, and the top is vertically fixed to the middle of the right diagonal joint; the middle diagonal brace is in the shape of the letter "X", and its bottom ends are respectively fixedly connected and welded to the reinforcing plates at the connection between the left horizontal beam and the second connecting part and the connection between the right horizontal beam and the sixth connecting part by bolts; the top ends of the middle diagonal brace are respectively fixedly connected and welded to the reinforcing plates at the connection between the left vertical beam and the fourth connecting part and the connection between the right vertical beam and the eighth connecting part by bolts.

[0024] Preferably, the left diagonal link and the right diagonal link are respectively fixed with fixed plates corresponding to the top of the left diagonal brace and the top of the right diagonal brace; the left diagonal brace, the right diagonal brace and the middle diagonal brace are all made of channel steel, and the web of the channel steel is fixedly connected to the reinforcing plate and the fixed plate at the corresponding position by multiple bolts.

[0025] Compared with the prior art, the present invention has the following beneficial effects:

[0026] The utility model arranges a first load-bearing beam on the first shear shoe, and then fixes the bracket body at a suitable position on the first load-bearing beam according to the designed position. The installation accuracy requirements for the first shear shoe and the second shear shoe are low, which helps to improve construction efficiency. In addition, the structure of the triangular truss is improved, and an isosceles trapezoidal bracket body with a novel design structure and easy assembly is used. The bracket body structure is stable and safe, and the construction load can be transferred to the tower limb body through the shear shoe, which helps to improve the load capacity of the bracket body and facilitates the smooth development of the lower beam construction work. BRIEF DESCRIPTION OF THE DRAWINGS

[0027] Figure 1 It is a schematic diagram of the overall structure of the utility model;

[0028] Figure 2 for Figure 1 Enlarged view of point A in the middle;

[0029] Figure 3 for Figure 1 Enlarged view of point B in the middle;

[0030] Figure 4 This is a schematic structural diagram of the bracket body of the utility model;

[0031] Figure 5 for Figure 4 Enlarged view of point C in the middle;

[0032] Figure 6 This is a schematic structural diagram of the left horizontal beam of the utility model;

[0033] Figure 7 This is a structural diagram of a left oblique connection of the utility model;

[0034] Figure 8 This is a structural diagram of the left vertical beam of the utility model;

[0035] Description of main reference numerals:

[0036] 100, tower limb body; 101, fixing groove; 102, finish-rolled threaded steel bar;

[0037] 200, First Shear Boot;

[0038] 300, first load-bearing beam;

[0039] 400, second shear boot;

[0040] 500, bracket body; 501, left horizontal beam; 5011, first connecting portion; 5012, second connecting portion; 5013, vertical limiting beam; 5014, reinforcing plate; 502, left vertical beam; 5021, third connecting portion; 5022, fourth connecting portion; 5023, horizontal limiting beam; 503, left oblique link; 5031, fixing plate; 504, right horizontal beam; 5041, fifth connecting portion; 5042, sixth connecting portion; 505, right vertical beam; 5051, seventh connecting portion; 5052, eighth connecting portion; 506, right oblique link; 507, horizontal link; 508, left oblique brace; 509, right oblique brace; 510, middle oblique brace;

[0041] 600, unloading blocks;

[0042] 700, second load-bearing beam;

[0043] 800, Bailey beam;

[0044] 900, connecting piece; 901, first connecting plate; 902, second connecting plate. DETAILED DESCRIPTION

[0045] The following is a clear and complete description of the technical solution of this utility model. Obviously, the embodiments described are part of the embodiments of this utility model, not all of them. Based on the embodiments of this utility model, all other embodiments obtained by those skilled in the art without making any creative efforts are within the scope of protection of this utility model.

[0046] Example

[0047] See attached Figure 1-8, an assembleable inclined tower limb beam support, comprising:

[0048] The tower limb bodies 100 are symmetrically arranged;

[0049] First shear boots 200 symmetrically fixed on the inner walls of the tower limb bodies 100 on both sides;

[0050] A first load-bearing beam 300 is provided along the bridge, and the first load-bearing beam 300 is fixed to the top of the first shear shoe 200;

[0051] The second shear shoes 400 are symmetrically fixed on the inner walls of the tower limb bodies 100 on both sides and are located above the first shear shoes 200;

[0052] Several bracket bodies 500 are arranged at intervals along the transverse bridge direction. The bracket bodies 500 are isosceles trapezoidal, narrow at the top and wide at the bottom. The bottom ends of the bracket bodies 500 are fixed to the first load-bearing beam 300 at corresponding positions.

[0053] A plurality of unloading blocks 600 are fixed to the top of the second shear shoe 400 and the top of the bracket body 500; in this embodiment, the tops of the unloading blocks 600 at different positions are flush;

[0054] A second load-bearing beam 700 fixed to the unloading block 600 along the longitudinal direction of the bridge;

[0055] A Bailey beam 800 is fixed to the top of the second load-bearing beam 700 along the transverse direction of the bridge.

[0056] In this embodiment, a fixing groove 101 corresponding to the first shear shoe 200 and the second shear shoe 400 is reserved on the inner wall of the tower limb body 100; the front ends of the bottoms of the first shear shoe 200 and the second shear shoe 400 are inserted into the fixing groove 101; the tops of the first shear shoe 200 and the second shear shoe 400 are respectively fixed to the tower limb body 100 by a plurality of precision-rolled threaded steel bars 102; see Figure 1 It can be seen that the fine-rolled threaded steel bar 102 passes through the top of the first shear shoe 200 and the second shear shoe 400 at the corresponding positions and the tower limb body 100, and the two ends of the fine-rolled threaded steel bar 102 are respectively locked with double nuts, thereby achieving the fixation of the first shear shoe 200 and the second shear shoe 400.

[0057] In addition, in this embodiment, the bracket body 500 includes a left horizontal beam 501, a left vertical beam 502 fixed at the top of the left horizontal beam 501 near the inner end, a left oblique link 503 whose bottom is fixed at the top of the left horizontal beam 501 near the outer end and the top is inclined inward and fixed to the outer side surface of the left vertical beam 502 near the top, a right horizontal beam 504 whose inner end is fixedly connected to the inner end of the left horizontal beam 501, a right vertical beam 505 fixed at the top of the right horizontal beam 504 near the inner end, a right oblique link 506 whose bottom is fixed at the top of the right horizontal beam 504 near the outer end and the top is inclined inward and fixed to the outer side surface of the right vertical beam 505 near the top, and a horizontal link 507 with one end fixed at the inner side surface of the left vertical beam 502 near the top and the other end fixed at the inner side surface of the right vertical beam 505 near the top.

[0058] Secondly, in this embodiment, the left horizontal beam 501 is fixed with a first connection part 5011 and a second connection part 5012 corresponding to the bottom of the left oblique link 503 and the bottom of the left vertical beam 502 respectively; the left vertical beam 502 is fixed with a third connection part 5021 and a fourth connection part 5022 corresponding to the top of the left oblique link 503 and the end of the horizontal link 507 respectively; the right horizontal beam 504 is fixed with a fifth connection part 5041 and a sixth connection part 5042 corresponding to the bottom of the right oblique link 506 and the bottom of the right vertical beam 505 respectively; the right vertical beam 505 is fixed with a seventh connection part 5051 and an eighth connection part 5052 corresponding to the top of the right oblique link 506 and the end of the horizontal link 507 respectively. In addition, the left horizontal beam 501, the left vertical beam 502, the left oblique link 503, the right horizontal beam 504, the right vertical beam 505, the right oblique link 506, the flat link 507, the first connecting portion 5011, the second connecting portion 5012, the third connecting portion 5021, the fourth connecting portion 5022, the fifth connecting portion 5041, the sixth connecting portion 5042, the seventh connecting portion 5051 and the eighth connecting portion 5052 are all made of H-shaped steel; the connection is achieved as follows: between the left horizontal beam 501 and the right horizontal beam 504, the first connecting portion 5011, the second connecting portion 5012, the third connecting portion 5021, the fourth connecting portion 5022, the fifth connecting portion 5041, the sixth connecting portion 5042, the seventh connecting portion 5051 and the eighth connecting portion 5052 011 and the bottom of the left oblique link 503, between the second connection part 5012 and the bottom of the left vertical beam 502, between the third connection part 5021 and the top of the left oblique link 503, between the fourth connection part 5022 and the end of the parallel link 507, between the fifth connection part 5041 and the bottom of the right oblique link 506, between the sixth connection part 5042 and the bottom of the right vertical beam 505, between the seventh connection part 5051 and the top of the right oblique link 506, and between the eighth connection part 5052 and the end of the parallel link 507 are all fixedly connected by the connecting piece 900. Among them, the connecting member 900 includes two first connecting plates 901 symmetrically arranged on both sides of two adjacent H-steel webs and a second connecting plate 902 symmetrically arranged on both sides of two adjacent H-steel flanges. A plurality of bolts are used to penetrate the two first connecting plates 901 and the H-steel webs, and a plurality of bolts are used to penetrate the two second connecting plates 902 and the H-steel flanges and are locked with nuts to fix the two adjacent H-steels in connection, thereby establishing the connection between the above components.

[0059] Then, in this embodiment, vertical limiting beams 5013 welded to the outer side surfaces of the first connecting part 5011 and the outer side surfaces of the fifth connecting part 5041 at the corresponding positions are fixed respectively at the top outer end of the left horizontal beam 501 and the top outer end of the right horizontal beam 504; horizontal limiting beams 5023 welded to the top of the third connecting part 5021 and the top surface of the seventh connecting part 5051 at the corresponding positions are fixed respectively at the outer side of the left vertical beam 502 near the top position and the outer side of the right vertical beam 505 near the top position.

[0060] In addition, in this embodiment, the bracket body 500 also includes a left diagonal brace 508 located on the outside of the left vertical beam 502, a right diagonal brace 509 located on the outside of the right vertical beam 505, and an intermediate diagonal brace 510 located between the left vertical beam 502 and the right vertical beam 505; wherein the bottom of the left diagonal brace 508 is fixedly connected and welded to the reinforcing plate 5014 on the outside of the connection between the left horizontal beam 501 and the second connecting portion 5012 by bolts, and the top is vertically fixed to the middle of the left diagonal link 503; the bottom of the right diagonal brace 509 is fixedly connected and welded to the connection between the right horizontal beam 504 and the sixth connecting portion 5042 by bolts. The outer side of the reinforcing plate 5014 is fixed vertically at the top in the middle of the right diagonal link 506; the middle diagonal brace 510 is in the shape of the letter "X", and its bottom ends are respectively fixed and welded to the reinforcing plates 5014 on the inner side of the connection between the left horizontal beam 501 and the second connection part 5012 and the inner side of the connection between the right horizontal beam 504 and the sixth connection part 5042 through bolts; the top ends of the middle diagonal brace 510 are respectively fixed and welded to the reinforcing plates 5014 on the inner side of the connection between the left vertical beam 502 and the fourth connection part 5022 and the inner side of the connection between the right vertical beam 505 and the eighth connection part 5052 through bolts. More specifically, fixed plates 5031 corresponding to the top of the left diagonal brace 508 and the top of the right diagonal brace 509 are fixed to the left diagonal link 503 and the right diagonal brace 506 respectively; the left diagonal brace 508, the right diagonal brace 509 and the middle diagonal brace 510 are all made of channel steel, and the web of the channel steel is fixedly connected to the reinforcing plate 5014 and the fixed plate 5031 at the corresponding position by multiple bolts.

[0061] During construction, a fixing slot 101 is pre-set on the tower limb body 100. The first and second shear boots 200 and 400 are installed and secured with rolled threaded steel bars 102. The first load-bearing beam 300 is then installed. The support body 500 is assembled and then hoisted and secured to the first load-bearing beam 300. The drop block 600, second load-bearing beam 700, and Bailey beam 800 are fixed in sequence to the tops of the support body 500 and the second shear boot 400. A bent frame is installed on the Bailey beam 800, and formwork is set on the bent frame before pouring concrete for the lower crossbeam.

[0062] The foregoing descriptions of specific exemplary embodiments of the present invention are for purposes of illustration and description. These descriptions are not intended to limit the present invention to the precise forms disclosed, and it is apparent that many modifications and variations are possible in light of the foregoing teachings. The exemplary embodiments have been selected and described for the purpose of explaining the specific principles of the present invention and their practical application, thereby enabling those skilled in the art to realize and utilize a variety of exemplary embodiments of the present invention and various options and variations. The scope of the present invention is intended to be defined by the claims and their equivalents.

Claims

1. An assembleable inclined tower limb beam support, characterized in that: include: The tower limbs are arranged symmetrically; First shear boots symmetrically fixed on the inner walls of the tower limb bodies on both sides; a first load-bearing beam disposed along the bridge, wherein the first load-bearing beam is fixed to the top of the first shear shoe; Second shear shoes symmetrically fixed on the inner walls of the tower limb bodies on both sides and located above the first shear shoes; A plurality of bracket bodies are arranged at intervals along the transverse bridge direction, each of the bracket bodies is in the shape of an isosceles trapezoid that is narrow at the top and wide at the bottom, and both ends of the bottom of the bracket body are fixed to the first load-bearing beam at corresponding positions; a drop block fixed to the top of the second shear shoe and the top of the bracket body; A second load-bearing beam fixed on the unloading block along the longitudinal direction of the bridge; A Bailey beam is fixed to the top of the second load-bearing beam along the transverse direction of the bridge.

2. The assembleable inclined tower limb beam support according to claim 1, characterized in that: A fixing groove corresponding to the first shear boot and the second shear boot is left on the inner wall of the tower limb body; the front ends of the bottoms of the first shear boot and the second shear boot are inserted into the fixing groove; the tops of the first shear boot and the second shear boot are respectively fixed to the tower limb body by a plurality of precision-rolled threaded steel bars.

3. The assembleable inclined tower limb crossbeam support according to claim 1, characterized in that: The bracket body includes: a left horizontal beam, a left vertical beam fixed at the top of the left horizontal beam near the inner end, a left oblique link with a bottom fixed at the top of the left horizontal beam near the outer end and a top inclined inward and fixed at the outer side surface of the left vertical beam near the top, a right horizontal beam with an inner end fixedly connected to the inner end of the left horizontal beam, a right vertical beam fixed at the top of the right horizontal beam near the inner end, a right oblique link with a bottom fixed at the top of the right horizontal beam near the outer end and a top inclined inward and fixed at the outer side surface of the right vertical beam near the top, and a horizontal link with one end fixed at the inner side surface of the left vertical beam near the top and the other end fixed at the inner side surface of the right vertical beam near the top.

4. The assembleable inclined tower limb crossbeam support according to claim 3, characterized in that: The left horizontal beam is fixed with a first connecting portion and a second connecting portion corresponding to the bottom of the left oblique link and the bottom of the left vertical beam respectively; the left vertical beam is fixed with a third connecting portion and a fourth connecting portion corresponding to the top of the left oblique link and the end of the horizontal link respectively; The right horizontal beam is fixed with a fifth connection part and a sixth connection part corresponding to the bottom of the right oblique link and the bottom of the right vertical beam respectively; the right vertical beam is fixed with a seventh connection part and an eighth connection part corresponding to the top of the right oblique link and the end of the horizontal link respectively.

5. The assembleable inclined tower limb beam support according to claim 4, characterized in that: The left horizontal beam, left vertical beam, left oblique joint, right horizontal beam, right vertical beam, right oblique joint, flat joint, first connecting part, second connecting part, third connecting part, fourth connecting part, fifth connecting part, sixth connecting part, seventh connecting part and eighth connecting part are all made of H-shaped steel.

6. The assembleable inclined tower limb crossbeam support according to claim 5, characterized in that: The left horizontal beam and the right horizontal beam, the first connecting part and the bottom of the left oblique joint, the second connecting part and the bottom of the left vertical beam, the third connecting part and the top of the left oblique joint, the fourth connecting part and the end of the parallel joint, the fifth connecting part and the bottom of the right oblique joint, the sixth connecting part and the bottom of the right vertical beam, the seventh connecting part and the top of the right oblique joint, and the eighth connecting part and the end of the parallel joint are all fixedly connected by connecting pieces.

7. The assembleable inclined tower limb crossbeam support according to claim 6, characterized in that: The connecting member includes two first connecting plates symmetrically arranged on both sides of two adjacent H-steel webs and a second connecting plate symmetrically arranged on both sides of two adjacent H-steel flanges. The two adjacent H-steels are fixedly connected by using multiple bolts penetrating the two first connecting plates and the H-steel webs, and by using multiple bolts penetrating the two second connecting plates and the H-steel flanges and locking them with nuts.

8. The assembleable inclined tower limb crossbeam support according to claim 4, characterized in that: The outer end of the top of the left horizontal beam and the outer end of the top of the right horizontal beam are respectively fixed with vertical limiting beams welded to the outer side surfaces of the first connecting part and the outer side surfaces of the fifth connecting part at corresponding positions; Horizontal limiting beams welded to the top of the third connecting part and the top surface of the seventh connecting part at the corresponding positions are respectively fixed to the outer side of the left vertical beam near the top position and the outer side of the right vertical beam near the top position.

9. The assembleable inclined tower limb crossbeam support according to claim 4, characterized in that: The bracket body further includes a left diagonal brace located outside the left vertical beam, a right diagonal brace located outside the right vertical beam, and a middle diagonal brace located between the left vertical beam and the right vertical beam; wherein, The bottom of the left diagonal brace is fixedly connected to the reinforcing plate welded at the connection between the left horizontal beam and the second connecting part by bolts, and the top is vertically fixed to the middle of the left diagonal link; The bottom of the right diagonal brace is fixedly connected to the reinforcing plate welded at the connection between the right horizontal beam and the sixth connecting portion by bolts, and the top is vertically fixed to the middle of the right diagonal link; The middle diagonal brace is in the shape of the letter "X", and its two ends at the bottom are respectively fixedly connected and welded to the reinforcing plates at the connection between the left horizontal beam and the second connection part and the connection between the right horizontal beam and the sixth connection part by bolts; the two ends at the top of the middle diagonal brace are respectively fixedly connected and welded to the reinforcing plates at the connection between the left vertical beam and the fourth connection part and the connection between the right vertical beam and the eighth connection part by bolts.

10. The assembleable inclined tower limb crossbeam support according to claim 9, characterized in that: The left and right diagonal links are respectively fixed with fixing plates corresponding to the tops of the left and right diagonal braces; The left diagonal brace, the right diagonal brace and the middle diagonal brace are all made of channel steel, and the webs of the channel steel are fixedly connected to the reinforcing plates and the fixing plates at corresponding positions by a plurality of bolts.

Images