Supporting device for skew cap construction

Abstract

The application provides a support device for skew cap beam construction and relates to the technical field of cap beam construction. The support device for skew cap beam construction comprises a first support, a second support, a first stay cable and a second stay cable. The first support is arranged in a preset through hole of a pier body of a pier below a skew cap beam, and one side of the first support is hinged to one side of the second support. The first stay cable is connected between the first support and the top of the pier, and the second stay cable is connected between the second support and the top of the pier. The support device for skew cap beam construction can form a stable bracket structure around the pier to support the skew cap beam construction process. When the support device is unloaded, the first support and the second support are separated at the hinge and are pulled out of the through hole of the pier, so that the support device and the skew cap beam are separated, and then the entire device can be unloaded without using sand cylinders, which is more convenient and has lower unloading difficulty.

Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of bent cap construction, and particularly relates to a support device for skew bent cap construction. BACKGROUND

[0002] An existing bent cap is limited by construction conditions and needs to be obliquely crossed with a bridge pier with a radially section in the shape of an oblate circle or a rectangle, and the top of the bent cap needs to be flush with the top of the bridge pier. The oblique crossing refers to that the smallest included angle between the length direction of the bent cap and the length direction of the bridge pier is an acute angle, and the bent cap is called a skew bent cap.

[0003] During the construction of the bent cap, a bent cap bracket needs to be first built on the periphery of the bridge pier. Before the bent cap bracket is built, a through hole is first preset on the pier body of the bridge pier below the skew bent cap, a through rod is then arranged in the through hole, a bracket is fixed on the through rod, a sand cylinder is then arranged on the bracket, and the bracket is then installed on the periphery of the bridge pier by taking the sand cylinder as a temporary support. After the bracket is installed, a formwork is built on the bracket as a construction platform and a support platform, and then concrete can be poured into the formwork. After the concrete is solidified and shaped, the skew bent cap is formed.

[0004] After the skew bent cap is constructed, the bracket also needs to be unloaded by using the sand cylinder for convenient turnover. The sand cylinder unloading method needs to unload sand from the sand cylinder for multiple times to lower the bracket, so that the bracket is separated from the bent cap, and then the bracket can be unloaded as a whole. Therefore, the sand cylinder unloading method is not convenient to operate. In addition, since the skew bent cap is obliquely crossed with the bridge pier and the top of the skew bent cap is flush with the top of the bridge pier, the skew bent cap also causes visual obstruction to the unloading of sand from the multiple sand cylinders on both sides of the bracket, so that the unloading process of the sand cylinder is difficult to control, further increasing the difficulty of unloading the bracket and reducing the unloading efficiency of the bracket. SUMMARY

[0005] The present application aims to provide a support device for skew bent cap construction to solve the technical problem in the prior art that the existing skew bent cap needs to unload a bracket for bent cap construction by using a sand cylinder, the sand cylinder unloading method is not convenient to operate, and since the skew bent cap is obliquely crossed with the bridge pier and the top of the skew bent cap is flush with the top of the bridge pier, the skew bent cap also causes visual obstruction to the unloading of sand from the multiple sand cylinders on both sides of the bracket, so that the unloading process of the sand cylinder is difficult to control, further increasing the difficulty of unloading the bracket and reducing the unloading efficiency of the bracket.

[0006] In a first aspect, the present application provides a support device for skew bent cap construction, comprising a first support, a second support, a first stay cable and a second stay cable.

[0007] The first support is arranged in a preset through hole of a pier body of a bridge pier below the skew bent cap, and one side of the first support is hinged to one side of the second support.

[0008] The first cable is connected between the first support and the top of the pier, and the second cable is connected between the second support and the top of the pier.

[0009] In an optional embodiment, a fixing structure fixed to the top of the pier is further included, and the first cable and the second cable are connected with the fixing structure respectively.

[0010] In an optional embodiment, the fixing structure includes a fixing seat, a first fixing block and a second fixing block.

[0011] The fixing seat is fixed to the top of the pier, the first fixing block and the second fixing block are fixed to the fixing seat at intervals, the first cable is fixedly connected with the first fixing block, and the second cable is fixedly connected with the second fixing block.

[0012] In an optional embodiment, the first fixing block is provided with a first through hole, the first cable is fixed in the first through hole, and the first through hole extends along the length direction of the first cable.

[0013] The second fixing block is provided with a second through hole, the second cable is fixed in the second through hole, and the second through hole extends along the length direction of the second cable.

[0014] In an optional embodiment, the fixing structure further includes a pre-embedded part, the pre-embedded part is pre-embedded and fixed to the top of the pier, and the fixing seat is fixedly connected with the pre-embedded part.

[0015] In an optional embodiment, the first cable and the second cable are both multiple, the multiple first cables are divided into two groups, and the multiple second cables are divided into two groups.

[0016] The first support has two connection points distributed at intervals along the length direction of the first support, and the two groups of first cables are connected at the two connection points of the first support respectively.

[0017] The second support has two connection points distributed at intervals along the length direction of the second support, and the two groups of second cables are connected at the two connection points of the second support respectively.

[0018] In an optional embodiment, the first support includes multiple first support beams distributed in parallel in sequence, and the second support includes multiple second support beams distributed in parallel in sequence.

[0019] The multiple first support beams are arranged in one-to-one correspondence in multiple pre-set through holes of the pier body below the skew cap beam, and the multiple first support beams and the multiple second support beams are hingedly connected in one-to-one correspondence.

[0020] The first support further comprises a first connecting beam, and the first connecting beam is connected between any two adjacent first support beams;

[0021] The second support further comprises a second connecting beam, and the second connecting beam is connected between any two adjacent second support beams.

[0022] In an optional embodiment, a plurality of first connecting beams are arranged between any two adjacent first support beams, and the plurality of first connecting beams are arranged in parallel;

[0023] A plurality of second connecting beams are arranged between any two adjacent second support beams, and the plurality of second connecting beams are arranged in parallel.

[0024] In an optional embodiment, a first inclined beam is arranged between any two adjacent first support beams, and a second inclined beam is arranged between any two adjacent second support beams;

[0025] The first inclined beam and the second inclined beam are respectively arranged on two sides of the pier, and the first inclined beam and the second inclined beam extend along the length direction of the pier.

[0026] In an optional embodiment, a plurality of first secondary beams are connected between any two adjacent first support beams, and the plurality of first secondary beams are arranged in parallel along the length direction of the first support beam;

[0027] A plurality of second secondary beams are connected between any two adjacent second support beams, and the plurality of second secondary beams are arranged in parallel along the length direction of the second support beam.

[0028] The application provides a support device for diagonal cover beam construction, which comprises a first support, a second support, a first diagonal cable and a second diagonal cable; the first support is arranged in a preset through hole of a pier body below a bridge pier, and one side of the first support is hinged to one side of the second support; the first diagonal cable is connected between the first support and the top of the bridge pier, and the second diagonal cable is connected between the second support and the top of the bridge pier. Before the diagonal cover beam, which is flush with the top of the bridge pier and is distributed in an oblique and intersecting manner with the bridge pier, is constructed, a preset through hole is first arranged at a position of the bridge pier which is lower than the diagonal cover beam, then the first support of the support device for diagonal cover beam construction is arranged in the preset through hole, then the first support is hinged to the second support, then the first diagonal cable is fixed between the first support and the top of the bridge pier, and then the second diagonal cable is fixed between the second support and the top of the bridge pier; at this time, the first diagonal cable, the second diagonal cable and the first support and the second support which are hinged to each other can form a stable triangular support system, so that the first support and the second support are stably arranged on the side of the bridge pier and can be used as a construction support platform to support the diagonal cover beam during construction. In order to further ensure the stability of the first support and the second support, the hinge between the first support and the second support can be pushed into the preset through hole of the bridge pier, and at this time, the hinge between the first support and the second support can be limited by the preset through hole to prevent the first support and the second support from rotating freely. After the diagonal cover beam is constructed, the support device for diagonal cover beam construction needs to be separated from the constructed diagonal cover beam, so that the support device for diagonal cover beam construction can be removed. During the removal process, the first diagonal cable and the second diagonal cable can be first loosened, then the hinge between the first support and the second support can be pushed out of the preset through hole of the bridge pier, then the hinge can be separated, and then the first support or the second support can be pulled out of the preset through hole of the bridge pier, so that the first support and the second support can be separated, and then the first support and the second support can be separated from the diagonal cover beam, and then the first diagonal cable and the second diagonal cable can be separated from the top of the bridge pier, so that the removal of the support device for diagonal cover beam construction is completed. During the removal process, only the hinge between the first support and the second support needs to be separated and the first support or the second support needs to be pulled out of the preset through hole of the bridge pier, so that the first support can be separated from the diagonal cover beam and the second support can be separated from the diagonal cover beam, and therefore the removal process of the support device for diagonal cover beam construction does not need to use a sand cylinder, does not need to remove sand from the sand cylinder multiple times, and does not need to observe the sand removal process of the sand cylinder, so that the support device for diagonal cover beam construction is not hindered by the diagonal cover beam, the removal process of the support device for diagonal cover beam construction is more convenient than the sand cylinder removal method, has a lower difficulty and a higher removal efficiency.

[0029] Compared with the prior art, the supporting device for skew cap beam construction provided by the application can form a stable triangular support system on the circumferential side of the pier by arranging the first support and the second support in the pre-set through hole of the pier, connecting the first stay cable between the first support and the top of the pier, and connecting the second stay cable between the second support and the top of the pier, so that a stable bracket structure can be formed on the circumferential side of the pier, and the skew cap beam construction process can be stably supported. When the supporting device for skew cap beam construction is unloaded, the first support and the second support can be separated at the hinge, and the first support or the second support can be pulled out of the through hole of the pier, so that the supporting device can be separated from the skew cap beam, and then the first stay cable and the second stay cable can be separated from the top of the pier to facilitate the unloading of the entire device, so that the unloading process of the supporting device for skew cap beam construction does not need to use sand cylinders, and the operation is more convenient and the unloading difficulty is lower. BRIEF DESCRIPTION OF DRAWINGS

[0030] In order to more clearly illustrate the specific embodiments of the present application or the technical solutions in the prior art, the drawings needed in the following specific embodiments or prior art description will be briefly introduced. Obviously, the drawings in the following description are some embodiments of the present application, and other drawings can also be obtained by those skilled in the art without creative labor.

[0031] Figure 1 The structural schematic diagram of the pier, the skew cap beam and the supporting device for skew cap beam construction provided by the embodiment of the present application is shown in the figure.

[0032] Figure 2 The enlarged schematic diagram of part A in the figure. Figure 1

[0033] Figure 3 The structural schematic diagram of the pier and the supporting device for skew cap beam construction provided by the embodiment of the present application is shown in the figure.

[0034] Figure 4 The structural schematic diagram of the supporting device for skew cap beam construction provided by the embodiment of the present application is shown in the figure.

[0035] Figure legend: 1-first support; 10-first support beam; 11-first connecting beam; 12-first reinforcing structure; 13-first inclined beam; 14-first secondary beam; 15-first inclined support frame; 2-second support; 20-second support beam; 21-second connecting beam; 22-second reinforcing structure; 23-second inclined beam; 24-second secondary beam; 25-second inclined support frame; 3-first stay cable; 4-second stay cable; 5-skew cap beam; 6-pier; 7-fixing structure; 70-fixing seat; 71-first fixing block; 72-second fixing block. DETAILED DESCRIPTION ​

[0036] To make the objectives, technical solutions, and advantages of the embodiments of the present invention clearer, the technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of the present invention, and not all embodiments. The components of the embodiments of the present invention described and shown in the accompanying drawings can generally be arranged and designed in various different configurations.

[0037] Therefore, the following detailed description of the embodiments of the invention provided in the accompanying drawings is not intended to limit the scope of the claimed invention, but merely to illustrate selected embodiments of the invention. All other embodiments obtained by those skilled in the art based on the embodiments of the invention without inventive effort are within the scope of protection of the invention.

[0038] The following detailed description of some embodiments of the present invention is provided in conjunction with the accompanying drawings. Unless otherwise specified, the following embodiments and features can be combined with each other.

[0039] Example:

[0040] like Figures 1-4 As shown, the support device for the construction of the skew cap beam provided in this embodiment includes a first support 1, a second support 2, a first stay cable 3, and a second stay cable 4; the first support 1 is inserted into a pre-set hole in the pier body of the pier 6 below the skew cap beam 5, and one side of the first support 1 is hinged to one side of the second support 2; the first stay cable 3 is connected between the first support 1 and the top of the pier 6, and the second stay cable 4 is connected between the second support 2 and the top of the pier 6.

[0041] Before constructing the skew cap beam 5, which is level with the top of pier 6 and inclined to intersect with pier 6, pre-drill holes can be made at a position on pier 6 lower than the skew cap beam 5. Then, the first support 1 of the skew cap beam construction support device is inserted into the pre-drill holes. The first support 1 and the second support 2 are then hinged together. The first stay cable 3 is fixed between the first support 1 and the top of pier 6, and the second stay cable 4 is fixed between the second support 2 and the top of pier 6. At this time, the first stay cable 3, the second stay cable 4, and the hinged first support 1 and second support 2 can form a stable triangular support system, so that the first support 1 and the second support 2 are stably located on the periphery of pier 6 and can serve as a construction support platform to support the construction process of the skew cap beam 5.

[0042] To further ensure the stability of the first support 1 and the second support 2, the hinge between the first support 1 and the second support 2 can be pushed into the pre-set through hole of the pier 6. At this time, the pre-set through hole can be used to limit the hinge between the first support 1 and the second support 2 to prevent the first support 1 and the second support 2 from rotating freely.

[0043] Alternatively, in order to ensure the stability of the first support 1 and the second support 2, a plurality of pin shafts and bolts can be arranged at the hinge between the first support 1 and the second support 2, the pin shafts are used to cement the first support 1 and the second support 2, and the bolts are used to further connect the first support 1 and the second support 2 to prevent the first support 1 and the second support 2 from rotating freely after being hinged.

[0044] When the skew cap beam 5 is constructed, in order to recycle the skew cap beam construction support device, the skew cap beam construction support device needs to be separated from the constructed skew cap beam 5, so as to unload the skew cap beam construction support device. During the unloading process, the first cable 3 and the second cable 4 can be loosened first, then the hinge between the first support 1 and the second support 2 is pushed out from the preset hole of the pier 6, then the hinge is separated, and the first support 1 or the second support 2 is pulled out from the preset hole of the pier 6, so that the first support 1 and the second support 2 are separated, and then the first support 1 and the second support 2 are separated from the skew cap beam 5, and then the first cable 3 and the second cable 4 are separated from the top of the pier 6, so as to complete the unloading of the skew cap beam construction support device.

[0045] Since only the hinge between the first support 1 and the second support 2 needs to be separated and the first support 1 or the second support 2 needs to be pulled out from the preset hole of the pier 6 during the unloading process, the first support 1 and the skew cap beam 5 are separated, and the second support 2 and the skew cap beam 5 are separated, so the unloading process of the skew cap beam construction support device does not need to use a sand cylinder, does not need to unload sand from the sand cylinder multiple times, and does not need to observe the sand cylinder unloading process, so it will not be hindered by the line of sight of the skew cap beam 5. The unloading process of the skew cap beam construction support device is more convenient than the sand cylinder unloading method, has lower difficulty, and has higher unloading efficiency.

[0046] Compared with the prior art, the support device for skew cap beam construction provided by the embodiment can form a stable triangular support system on the side of the pier 6 by arranging the first support 1 and the second support 2 in the preformed hole of the pier 6, connecting the first stay cable 3 between the first support 1 and the top of the pier 6, and connecting the second stay cable 4 between the second support 2 and the top of the pier 6, so that a stable bracket structure can be formed on the side of the pier 6, and the skew cap beam 5 can be stably supported during construction. When the support device for skew cap beam construction is removed, the first support 1 and the second support 2 can be separated at the hinge, and the first support 1 or the second support 2 can be pulled out of the hole of the pier 6, so that the support device can be separated from the skew cap beam 5, and then the first stay cable 3 and the second stay cable 4 can be separated from the top of the pier 6 to facilitate the removal of the entire device. Therefore, the removal process of the support device for skew cap beam construction does not need to use a sand cylinder, and the operation is more convenient and the removal difficulty is lower.

[0047] It should be further pointed out that the first support 1 and the second support 2 in the support device for skew cap beam construction are used as brackets for the construction of the skew cap beam 5. Compared with the prior art, the support device for skew cap beam construction only needs to preform a hole in the pier 6, does not need to fix a cross pin on the cross pin, and does not need to use a sand cylinder, so that the support device for skew cap beam construction can effectively simplify the bracket construction process steps, improve the construction efficiency, and reduce the use of materials and save construction costs.

[0048] In actual application, the first stay cable 3 and the second stay cable 4 can be fixedly connected to the top of the pier 6 by pre-buried fixing, and when the support device for skew cap beam construction is removed, the first stay cable 3 and the pier 6 need to be separated by cutting, and the second stay cable 4 and the pier 6 need to be separated by cutting.

[0049] In order to improve the construction convenience, as shown in Figure 2 and Figure 3 , the support device for skew cap beam construction of the embodiment preferably further comprises a fixing structure 7 fixed to the top of the pier 6, and the first stay cable 3 and the second stay cable 4 are connected to the fixing structure 7.

[0050] The fixing structure 7 can be fixed to the top of the pier 6 by pre-buried fixing, and after the first stay cable 3 and the second stay cable 4 are connected to the fixing structure 7, the first stay cable 3 and the second stay cable 4 can be fixedly connected to the top of the pier 6.

[0051] It should be noted that, in order to improve the stability of the first and second stay cables 3 and 4, the support device for the skew cap beam construction provided in the embodiment is applied to the construction process of the skew cap beam 5, and therefore the top of the fixing structure 7 is preferably arranged at a smaller distance from the top of the pier 6, specifically, 1-10 cm.

[0052] Since the columnar or rod-shaped structure is higher than the plate-shaped or block-shaped structure, the support stability is poorer, and the columnar or rod-shaped structure has a smaller contact area with the top of the pier 6, the fixing structure 7 in the embodiment is preferably a plate-shaped or block-shaped structure.

[0053] Further, as shown in Figure 2 and Figure 3 , the fixing structure 7 includes a fixing base 70, a first fixing block 71 and a second fixing block 72; the fixing base 70 is fixed to the top of the pier 6, and the first and second fixing blocks 71 and 72 are fixed to the fixing base 70 at intervals, the first stay cable 3 is fixedly connected to the first fixing block 71, and the second stay cable 4 is fixedly connected to the second fixing block 72.

[0054] Among them, the fixing base 70 can be formed by two parallel strip-shaped structures, at this time, the first and second fixing blocks 71 and 72 can be fixed between the two strip-shaped structures respectively.

[0055] Specifically, the fixing base 70 can be formed by two parallel I-shaped steel or other section steels, and the first and second fixing blocks 71 and 72 can be clamps respectively. The clamps are used to clamp the first and second stay cables 3 and 4, and can also relax the first and second stay cables 3 and 4.

[0056] In the embodiment, the first stay cable 3 and the first support 1 can also be connected by a clamp fixed to the side of the first support 1 facing away from the skew cap beam 5, and the first stay cable 3 is connected to the clamp after passing through the first support 1.

[0057] Correspondingly, the second stay cable 4 and the second support 2 can also be connected by a clamp fixed to the side of the second support 2 facing away from the skew cap beam 5, and the second stay cable 4 is connected to the clamp after passing through the second support 2.

[0058] Further, the first fixing block 71 is provided with a first through hole, the first stay cable 3 is fixed in the first through hole, and the first through hole extends along the length direction of the first stay cable 3; the second fixing block 72 is provided with a second through hole, the second stay cable 4 is fixed in the second through hole, and the second through hole extends along the length direction of the second stay cable 4.

[0059] When the first fixing block 71 and the second fixing block 72 are both clamps, in order to clamp the first cable 3 and the second cable 4, the first fixing block 71 and the second fixing block 72 are respectively provided with a first through hole and a second through hole. In use, the end of the first cable 3 close to the first fixing block 71 is inserted into the first through hole and extends to the side of the first fixing block 71 close to the second fixing block 72, and the first fixing block 71 can clamp and fix the first cable 3 in the first through hole. Correspondingly, the end of the second cable 4 close to the second fixing block 72 is inserted into the second through hole and extends to the side of the second fixing block 72 close to the first fixing block 71, and the second fixing block 72 can clamp and fix the second cable 4 in the second through hole.

[0060] The first through hole extends along the length direction of the first cable 3, so that the first cable 3 can be straightened in a straight line without being bent at the first fixing block 71, which not only facilitates the clamping and fixing of the first cable 3 by the first fixing member, but also effectively improves the tension stability of the first cable 3 on the first support beam 10.

[0061] Correspondingly, the second through hole extends along the length direction of the second cable 4, so that the second cable 4 can be straightened in a straight line without being bent at the second fixing block 72, which not only facilitates the clamping and fixing of the second cable 4 by the second fixing member, but also effectively improves the tension stability of the second cable 4 on the second support beam 20.

[0062] Further, the fixing structure 7 further comprises a pre-embedded part, which is pre-embedded and fixed on the top of the pier 6, and the fixing seat 70 is fixedly connected with the pre-embedded part.

[0063] In actual application, the fixing seat 70 of the fixing structure 7 can be directly pre-embedded and fixed on the top of the pier 6 to realize the fixed connection between the fixing structure 7 and the top of the pier 6.

[0064] However, in order to recycle the fixing seat 70, the first fixing block 71 and the second fixing block 72 on the fixing structure 7 to save materials and ensure the neatness of the top of the pier 6, the fixing structure 7 of the embodiment preferably further comprises a pre-embedded part, and the pre-embedded part can be a fastener such as a bolt.

[0065] The fastener such as a bolt can realize the detachable connection between the fixing seat 70 and the top of the pier 6, and can ensure the connection stability of the fixing seat 70 and the top of the pier 6.

[0066] As Figures 2-4As shown, there are multiple first stay cables 3 and multiple second stay cables 4. The multiple first stay cables 3 are divided into two groups, and the multiple second stay cables 4 are divided into two groups. The first support 1 has two connection points that are spaced apart along its length direction, and the two groups of first stay cables 3 are respectively connected to the two connection points of the first support 1. The second support 2 has two connection points that are spaced apart along its length direction, and the two groups of second stay cables 4 are respectively connected to the two connection points of the second support 2.

[0067] When multiple first stay cables 3 are connected to two connection points on the first support 1 that are spaced apart along its length, the multiple first stay cables 3 can effectively improve the structural stability and balance of the first support 1 along its length, thereby further improving the support stability of the skew cap beam construction support device for the construction process of the skew cap beam 5.

[0068] Correspondingly, when multiple second stay cables 4 are connected to two connection points on the second support 2 that are spaced apart along its length, the multiple second stay cables 4 can effectively improve the structural stability and balance of the second support 2 along its length, thereby further improving the support stability of the skew cap beam construction support device for the construction process of the skew cap beam 5.

[0069] Each set of first stay cables 3 may include multiple first stay cables 3, which are distributed in parallel or intertwined to form a set of first stay cables 3. Correspondingly, each set of second stay cables 4 may include multiple second stay cables 4, which are distributed in parallel or intertwined to form a set of second stay cables 4.

[0070] In practical applications, both the first cable 3 and the second cable 4 can be made of tensile materials such as steel wire rope and steel strand.

[0071] like Figures 2-4 As shown, the first support 1 includes a plurality of first support beams 10 arranged in parallel, and the second support 2 includes a plurality of second support beams 20 arranged in parallel. The plurality of first support beams 10 are respectively inserted into a plurality of pre-set holes in the pier body of the pier 6 below the skew cap beam 5, and the plurality of first support beams 10 and the plurality of second support beams 20 are respectively hinged. The first support 1 also includes a first connecting beam 11, and a first connecting beam 11 is connected between any two adjacent first support beams 10. The second support 2 also includes a second connecting beam 21, and a second connecting beam 21 is connected between any two adjacent second support beams 20.

[0072] In the embodiment, the first support 1 and the second support 2 can have the same structure and be symmetrically distributed with the center axis of the radial section of the pier 6 as the axis of symmetry, so that the installation convenience of the first support 1 and the second support 2 can be improved and the unloading balance of the first support 1 and the second support 2 can be ensured during unloading.

[0073] When the first support 1 is composed of a plurality of first support beams 10 distributed in parallel, the size requirement of the plurality of first support beams 10 for the pre-designed hole in the pier 6 is smaller than that of the frame structure, and the damage to the pier 6 is also smaller, so that the pier 6 can be used to stably support the first support 1. Correspondingly, when the second support 2 is composed of a plurality of second support beams 20 distributed in parallel, the size requirement of the plurality of second support beams 20 for the pre-designed hole in the pier 6 is smaller than that of the frame structure, and the damage to the pier 6 is also smaller, so that the pier 6 can be used to stably support the second support 2.

[0074] To further reduce the damage of the first support 1 and the second support 2 to the pier 6, the first support beam 10 and the second support beam 20 are preferably two in the embodiment.

[0075] In addition, the first support beam 10 can also serve as the main beam of the first support 1 to support the first connecting beam 11, and the first connecting beam 11 is used to connect a plurality of first support beams 10 distributed in parallel to improve the overall structural stability of the first support 1.

[0076] Correspondingly, the second support beam 20 can also serve as the main beam of the second support 2 to support the second connecting beam 21, and the second connecting beam 21 is used to connect a plurality of second support beams 20 distributed in parallel to improve the overall structural stability of the second support 2.

[0077] In the embodiment, the first connecting beam 11 can be fixed between two adjacent first support beams 10 by welding or bolt connection, and the second connecting beam 21 can be fixed between two adjacent second support beams 20 by welding or bolt connection.

[0078] In the embodiment, to realize the articulation between the first support beam 10 and the second support beam 20, the first support beam 10 can be made of two parallel strip beams, and the beams of the two strip beams are provided with corresponding through holes. At this time, the second support beam 20 can be made of a strip beam, one end of the second support beam 20 is inserted between the two strip beams of the first support beam 10 and is rotatably connected to the corresponding through holes of the two strip beams by a pin shaft or the like.

[0079] In order to further improve the structural stability of the first support 1 and the second support 2, the first connecting beam 11 between any two adjacent first support beams 10 is preferably a plurality of parallel first connecting beams 11, and the second connecting beam 21 between any two adjacent second support beams 20 is preferably a plurality of parallel second connecting beams 21.

[0080] Further, the first connecting beam 11 between any two adjacent first connecting beams 11 is connected with a first reinforcing structure 12, and the second connecting beam 21 between any two adjacent second connecting beams 21 is connected with a second reinforcing structure 22.

[0081] The first reinforcing structure 12 and the second reinforcing structure 22 are respectively used to further improve the structural strength and the structural stability of the first support 1 and the second support 2, thereby further ensuring the construction stability of the skew cap beam 5.

[0082] In actual application, the first support beam 10, the first connecting beam 11 and the first reinforcing structure 12 can all be made of I-beams, channel steels or other section steels, and correspondingly, the second support beam 20, the second connecting beam 21 and the second reinforcing structure 22 can all be made of I-beams, channel steels or other section steels.

[0083] As shown in Figure 3 and Figure 4 , a first inclined beam 13 is arranged between any two adjacent first support beams 10, and a second inclined beam 23 is arranged between any two adjacent second support beams 20. The first inclined beam 13 and the second inclined beam 23 are respectively located on the two sides of the pier 6, and both the first inclined beam 13 and the second inclined beam 23 extend along the length direction of the pier 6.

[0084] The first inclined beam 13 is used to reinforce the position of the first support 1 facing the side wall of the pier 6, thereby further improving the structural stability of the first support 1. The second inclined beam 23 is used to reinforce the position of the second support 2 facing the side wall of the pier 6, thereby further improving the structural stability of the second support 2.

[0085] As shown in Figure 3 and Figure 4As shown, a plurality of first secondary beams 14 are connected between any two adjacent first support beams 10, and the plurality of first secondary beams 14 are spaced along the length direction of the first support beams 10; a plurality of second secondary beams 24 are connected between any two adjacent second support beams 20, and the plurality of second secondary beams 24 are spaced along the length direction of the second support beams 20.

[0086] The plurality of first secondary beams 14 are used to support the formwork for the construction of the skew cap beam 5, and the first secondary beams 14 can cooperate with the first support beams 10 to form a frame structure, thereby increasing the contact area between the first support 1 and the formwork for the construction of the skew cap beam 5, and further improving the support stability of the first support 1 to the formwork for the construction of the skew cap beam 5.

[0087] Correspondingly, the plurality of second secondary beams 24 are used to support the formwork for the construction of the skew cap beam 5, and the second secondary beams 24 can cooperate with the second support beams 20 to form a frame structure, thereby increasing the contact area between the second support 2 and the formwork for the construction of the skew cap beam 5, and further improving the support stability of the second support 2 to the formwork for the construction of the skew cap beam 5.

[0088] When the bottom of the skew cap beam 5 to the end thereof is inclined, as shown in Figure 2 At this time, the first support 1 can further include a first inclined bracing frame 15, and the side of the first inclined bracing frame 15 facing the pier 6 is inclined, and at this time, the first inclined bracing frame 15 can make the formwork for the construction of the skew cap beam 5 inclined, thereby forming an inclined side wall between the bottom and the end face of the constructed skew cap beam 5. Correspondingly, the second support 2 can further include a second inclined bracing frame 25, and the side of the second inclined bracing frame 25 facing the pier 6 is inclined, and at this time, the second inclined bracing frame 25 can make the formwork for the construction of the skew cap beam 5 inclined, thereby forming an inclined side wall between the bottom and the end face of the constructed skew cap beam 5.

[0089] The first inclined bracing frame 15 and the second inclined bracing frame 25 can each adopt a plurality of rod members to form a truss structure, and the outer shape of the truss structure is approximately triangular prism-shaped.

[0090] Finally, it should be noted that: the above embodiments are only used to illustrate the technical solutions of the present application, and not to limit them; although the present application has been described in detail with reference to the foregoing embodiments, those skilled in the art should understand that: it can still modify the technical solutions recorded in the foregoing embodiments, or make equivalent replacement to part or all of the technical features; and these modifications or replacements do not make the essence of the corresponding technical solutions deviate from the scope of the technical solutions of the embodiments of the present application.

Claims

1. A support device for skew cap construction, characterized by, The first support (1), the second support (2), the first cable-stayed cable (3) and the second cable-stayed cable (4) are arranged on the pier (6) and the skew cap beam (5) of the bridge. The first support (1) is arranged in the preset perforation of the pier body of the pier (6) below the skew cap beam (5), and one side of the first support (1) is hinged to one side of the second support (2). The first cable-stayed cable (3) is connected between the first support (1) and the top of the pier (6), and the second cable-stayed cable (4) is connected between the second support (2) and the top of the pier (6).

2. The support device for construction of a skew cap beam according to claim 1, wherein The fixed structure (7) is further arranged on the top of the pier (6), and the first cable-stayed cable (3) and the second cable-stayed cable (4) are connected to the fixed structure (7).

3. The support device for construction of a skew cap beam according to claim 2, wherein The fixed structure (7) comprises a fixed seat (70), a first fixed block (71) and a second fixed block (72). The fixed seat (70) is fixed on the top of the pier (6), the first fixed block (71) and the second fixed block (72) are fixed on the fixed seat (70) in a spaced manner, the first cable-stayed cable (3) is fixedly connected to the first fixed block (71), and the second cable-stayed cable (4) is fixedly connected to the second fixed block (72).

4. The support device for construction of a skew cap beam according to claim 3, wherein The first fixed block (71) is provided with a first perforation, the first cable-stayed cable (3) is fixed in the first perforation, and the first perforation extends along the length direction of the first cable-stayed cable (3). The second fixed block (72) is provided with a second perforation, the second cable-stayed cable (4) is fixed in the second perforation, and the second perforation extends along the length direction of the second cable-stayed cable (4).

5. The support device for construction of a skew cap beam according to claim 3, wherein The fixed structure (7) further comprises a pre-embedded part, the pre-embedded part is pre-embedded and fixed on the top of the pier (6), and the fixed seat (70) is fixedly connected to the pre-embedded part.

6. The support apparatus for skew cap construction according to any one of claims 1 to 5, characterized by The first cable-stayed cable (3) and the second cable-stayed cable (4) are both multiple, the multiple first cable-stayed cables (3) are divided into two groups, and the multiple second cable-stayed cables (4) are divided into two groups. The first support (1) has two connection points distributed in a spaced manner along the length direction of the first support (1), and the two groups of first cable-stayed cables (3) are connected to the two connection points of the first support (1) respectively. The second support (2) has two connection points distributed in a spaced manner along the length direction of the second support (2), and the two groups of second cable-stayed cables (4) are connected to the two connection points of the second support (2) respectively.

7. The support apparatus for skew cap construction according to any one of claims 1 to 5, characterized by The first support (1) comprises multiple first support beams (10) arranged in parallel in sequence, and the second support (2) comprises multiple second support beams (20) arranged in parallel in sequence. The multiple first support beams (10) are arranged in the multiple preset perforations of the pier body of the pier (6) below the skew cap beam (5) in a one-to-one correspondence, and the multiple first support beams (10) are hingedly connected to the multiple second support beams (20) in a one-to-one correspondence. The first support (1) further comprises a first connecting beam (11), and the first connecting beam (11) is connected between any two adjacent first support beams (10) in a group. The second support (2) further comprises a second connecting beam (21), and the second connecting beam (21) is connected between any two adjacent second support beams (20).

8. The support device for construction of a skew cap beam according to claim 7, wherein A plurality of first connecting beams (11) are arranged between any two adjacent first support beams (10), and the first connecting beams (11) are arranged in parallel; A plurality of second connecting beams (21) are arranged between any two adjacent second support beams (20), and the second connecting beams (21) are arranged in parallel.

9. The support device for construction of a skew cap beam according to claim 7, wherein A first inclined beam (13) is arranged between any two adjacent first support beams (10) in an inclined manner, and a second inclined beam (23) is arranged between any two adjacent second support beams (20) in an inclined manner; The first inclined beam (13) and the second inclined beam (23) are respectively located on two sides of the pier (6), and the first inclined beam (13) and the second inclined beam (23) extend along the length direction of the pier (6).

10. The support device for construction of a skew cap beam according to claim 7, wherein A plurality of first secondary beams (14) are connected between any two adjacent first support beams (10), and the first secondary beams (14) are arranged in parallel along the length direction of the first support beam (10). A plurality of second secondary beams (24) are connected between any two adjacent second support beams (20), and the second secondary beams (24) are arranged in parallel along the length direction of the second support beam (20).

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