CN115652807A - Strutting arrangement is used in construction of oblique crossing bent cap - Google Patents

Abstract

The invention provides a supporting device for construction of an oblique bent cap, and relates to the technical field of bent cap construction. The supporting device for construction of the oblique crossing bent cap comprises a first support, a second support, a first stay cable and a second stay cable; the first support penetrates through a preset through hole of a pier body of the pier below the oblique bent cap, and one side of the first support is hinged with 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. This strutting arrangement is used in construction of bevel bent cap can form stable bracket structure and support the bevel bent cap work progress in pier week side, and when unloading this strutting arrangement is used in the construction of bevel bent cap, through separating first support and the articulated department of second support and take it out from the pier perforation and can realize this strutting arrangement and the separation of bevel bent cap, can carry out the unloading of whole device then, need not adopt a sand section of thick bamboo, the operation is more convenient and the degree of difficulty of unloading is lower.

Description

Strutting arrangement is used in construction of oblique crossing bent cap

Technical Field

The invention relates to the technical field of bent cap construction, in particular to a supporting device for oblique bent cap construction.

Background

The existing capping beam is limited by construction conditions, the existing capping beam needs to be obliquely and alternately arranged with a pier with an oblate or rectangular radial section, and the top of the capping beam needs to be flush with the top of the pier. The oblique crossing arrangement means that the minimum included angle between the length direction of the bent cap and the length direction of the pier is an acute angle, and the bent cap is called an oblique crossing bent cap.

In the construction process of the bent cap, a bent cap bracket is required to be built on the periphery of the pier. Before the bent cap bracket is built, a through hole is preset at a pier body of the pier, which is lower than the oblique bent cap, then a penetrating rod is arranged in the through hole in a penetrating mode, a bracket is fixed on the penetrating rod, then a sand cylinder is arranged on the bracket, and the bracket is installed on the periphery of the pier by taking the sand cylinder as a temporary support. After the bracket is installed, the bracket is used as a construction platform and a supporting platform to build a template, then concrete can be poured into the template, and the oblique bent cap beam can be formed after the concrete is solidified and formed.

After the construction of the oblique crossing bent cap is finished, the bracket is convenient to use in a circulating way, and the bracket is also required to be unloaded by a sand cylinder. And a sand section of thick bamboo unloads the mode and need unload sand many times so that the bracket reduces to make bracket and bent cap separation, then just can carry out the whole unloading of bracket. Therefore, the sand section of thick bamboo mode operation of unloading is not convenient, in addition, because the bevel bent cap sets up with pier slope alternately and its top flushes with the pier top, consequently the bevel bent cap also can unload the sand condition to a plurality of sand sections of thick bamboo of bracket both sides and cause the sight to obstruct to be difficult to unload the sand process to a accuse sand section of thick bamboo, further increase the bracket degree of difficulty of unloading, reduce the bracket efficiency of unloading.

Disclosure of Invention

The invention aims to provide a supporting device for construction of an oblique-crossing bent cap, which aims to solve the technical problems that the existing oblique-crossing bent cap in the prior art needs to adopt a sand cylinder to unload a bracket for construction of the bent cap, the unloading mode of the sand cylinder is inconvenient to operate, and the oblique-crossing bent cap and a pier are obliquely and alternately arranged and the top of the oblique-crossing bent cap is flush with the top of the pier, so that the oblique-crossing bent cap can also cause sight obstruction to the sand unloading situation of a plurality of sand cylinders on two sides of the bracket, the sand unloading process of the sand cylinder is difficult to control, the unloading difficulty of the bracket is increased, and the unloading efficiency of the bracket is reduced.

In a first aspect, the invention provides a supporting device for construction of an oblique crossing bent cap, which comprises a first bracket, a second bracket, a first stay cable and a second stay cable;

the first support penetrates through a preset through hole of a pier body of the pier below the oblique bent cap, and one side of the first support is hinged with 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.

In an optional embodiment, the bridge further comprises a fixing structure fixed to the top of a bridge pier, and the first stay cable and the second stay cable are connected to the fixing structure respectively.

In an optional embodiment, the fixing structure includes a fixing seat, a first fixing block and a second fixing block;

the fixing seat is fixed at the top of a pier, the first fixing block and the second fixing block are fixed on the fixing seat at intervals, the first stay cable is fixedly connected with the first fixing block, and the second stay cable is fixedly connected with the second fixing block.

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

the second fixed block is provided with a second through hole, the second stay cable is fixed in the second through hole, and the second through hole extends along the length direction of the second stay cable.

In an optional implementation manner, the fixing structure further comprises an embedded part, the embedded part is embedded in advance and fixed to the top of the pier, and the fixing seat is fixedly connected with the embedded part.

In an optional embodiment, the first stay cables and the second stay cables are both multiple, the first stay cables are divided into at least two groups, and the second stay cables are divided into at least two groups;

the first bracket is provided with two connecting point positions which are distributed at intervals along the length direction of the first bracket, and the two groups of first stay cables are respectively connected to the two connecting point positions of the first bracket;

the second support is provided with two connecting point positions distributed at intervals along the length direction of the second support, and the two groups of second stay cables are respectively connected to the two connecting point positions of the second support.

In an alternative embodiment, the first support comprises a plurality of first support beams distributed in parallel in sequence, and the second support comprises a plurality of second support beams distributed in parallel in sequence;

the first support beams are correspondingly arranged in a plurality of preset through holes of the pier body below the oblique bent cap beam in a penetrating mode one by one, and the first support beams are hinged with the second support beams in a corresponding mode one by one;

the first support further comprises a first connecting beam, and the first connecting beam is connected between any two adjacent groups of the first supports;

the second support also comprises a second connecting beam, and the second connecting beam is connected between any two adjacent groups of the second supports.

In an alternative embodiment, the number of the first connecting beams between any two adjacent groups of the first brackets is multiple, and the multiple first connecting beams are distributed in parallel;

the second connecting beams between any two adjacent second supports are multiple and distributed in parallel.

In an alternative embodiment, a first oblique beam is obliquely arranged between any two adjacent groups of the first supporting beams, and a second oblique beam is obliquely arranged between any two adjacent groups of the second supporting beams;

the first oblique beam and the second oblique beam are respectively located on two sides of the bridge pier, and the first oblique beam and the second oblique beam extend along the length direction of the bridge pier.

In an optional embodiment, a plurality of first secondary beams are connected between any two adjacent groups of the first support beams, and the plurality of first secondary beams are distributed at intervals along the length direction of the first support beams;

a plurality of second secondary beams are connected between any two adjacent second supporting beams, and the second secondary beams are distributed at intervals along the length direction of the second supporting beams.

The supporting device for construction of the oblique crossing bent cap provided by the invention comprises a first bracket, a second bracket, a first stay cable and a second stay cable; the first support penetrates through a preset through hole of a pier body of the pier below the oblique bent cap, and one side of the first support is hinged with 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. Before the oblique bent cap which is flush with the top of the pier and obliquely and crossly distributed with the pier, a perforation can be preset at the position of the pier, which is lower than the oblique bent cap, then a first support in the supporting device for the oblique bent cap construction is arranged in the preset perforation in a penetrating way, then the first support is hinged with a second support, then a first stay cable is fixed between the first support and the top of the pier, and a second stay cable is fixed between the second support and the top of the pier, at the moment, the first stay cable, the second stay cable, the first support and the second support which are mutually hinged can form a stable triangular support system, so that the first support and the second support are stably positioned on the periphery of the pier, and the oblique bent cap construction process can be supported as a construction support platform. In order to further guarantee the stability of first support and second support, can promote the articulated department between first support and the second support to the preset perforation of pier in, can utilize to predetermine the perforation to carry on spacingly in order to prevent first support and second support free rotation the articulated department of first support and second support this moment. After the construction of the oblique crossing bent cap is finished, in order to use the supporting device for the construction of the oblique crossing bent cap in a circulating way, the supporting device for the construction of the oblique crossing bent cap is separated from the oblique crossing bent cap after the construction, so that the supporting device for the construction of the oblique crossing bent cap is unloaded. In the unloading process, first suspension cable and second suspension cable can be loosened firstly, then the hinge between first support and second support is pushed out from the preset through hole of the pier, then the hinge is separated, and first support or second support is taken out from the preset through hole of the pier, so that first support and second support are separated, and further the first support and second support are separated from the oblique crossing bent cap, then the first suspension cable and the second suspension cable can be separated from the top of the pier, and the integral unloading of the supporting device for oblique crossing bent cap construction is completed. Because the in-process of unloading, only need to separate the articulated department between first support and the second support and take out first support or second support from the perforation of predetermineeing of pier and can realize the separation of first support and oblique crossing bent cap and realize the separation of second support and oblique crossing bent cap, consequently this strutting arrangement for oblique crossing bent cap construction's the process of unloading need not adopt the sand section of thick bamboo, also need not unload sand many times to the sand section of thick bamboo, more need not observe the sand section of thick bamboo and unload the sand process, consequently also can not receive the sight hindrance of oblique crossing bent cap, this strutting arrangement for oblique crossing bent cap's the process of unloading is more convenient than the sand section of thick bamboo mode of unloading, and the degree of difficulty is lower, the efficiency of unloading is also higher.

Compared with the prior art, the supporting device for the construction of the oblique crossing bent cap provided by the invention has the advantages that the first support and the second support which are mutually hinged are arranged in the through hole preset in the pier in a penetrating way, 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, so that a stable triangular supporting system can be formed on the peripheral side of the pier, a stable bracket structure can be formed on the peripheral side of the pier, and the stable support can be carried out on the construction process of the oblique crossing bent cap. And when unloading this strutting arrangement for bent cap construction that inclines, through with the separation of first support and the articulated department of second support and take out first support or second support from the pier perforation department and can realize this strutting arrangement and the separation of bent cap, then can all separate first suspension cable and second suspension cable with the pier top so that carry out the unloading of whole device, consequently this strutting arrangement for bent cap construction unloads the process and need not adopt a sand section of thick bamboo, the operation is more convenient and the degree of difficulty of unloading is lower.

Drawings

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

Fig. 1 is a schematic structural diagram of a bridge pier, an oblique bent cap and a supporting device for oblique bent cap construction according to an embodiment of the present invention;

FIG. 2 is an enlarged view of the portion A in FIG. 1;

fig. 3 is a schematic structural view of a support device for construction of a pier and an oblique bent cap provided by an embodiment of the present invention;

fig. 4 is a schematic structural diagram of a supporting device for construction of a diagonal capping beam according to an embodiment of the present invention.

Icon: 1-a first scaffold; 10-a first support beam; 11-a first connecting beam; 12-a first reinforcing structure; 13-a first oblique beam; 14-a primary beam; 15-a first sprag frame; 2-a second scaffold; 20-a second support beam; 21-a second connecting beam; 22-a second reinforcing structure; 23-a second oblique beam; 24-a second secondary beam; 25-a second sprag frame; 3-a first stay cable; 4-a second stay cable; 5-oblique crossing capping beams; 6-bridge pier; 7-a fixed structure; 70-a fixed seat; 71-a first fixed block; 72-second fixed block.

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 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. The components of embodiments of the present invention generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations.

Thus, the following detailed description of the embodiments of the present invention, as presented in the figures, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.

Some embodiments of the invention are described in detail below with reference to the accompanying drawings. The embodiments described below and the features of the embodiments can be combined with each other without conflict.

Example (b):

as shown in fig. 1 to 4, the supporting device for constructing an oblique bent cap provided by this embodiment includes a first bracket 1, a second bracket 2, a first stay cable 3, and a second stay cable 4; the first support 1 is arranged in a preset through hole of a pier body of a pier 6 below the oblique bent cap 5 in a penetrating mode, and one side of the first support 1 is hinged with one side of the second support 2; the first stay cable 3 is connected between the first bracket 1 and the top of the pier 6, and the second stay cable 4 is connected between the second bracket 2 and the top of the pier 6.

Before constructing the oblique bent cap 5 with the top flush with the top of the pier 6 and obliquely and crossly distributed with the pier 6, a through hole can be preset at a position of the pier 6 lower than the oblique bent cap 5, then the first bracket 1 of the supporting device for oblique bent cap construction is arranged in the preset through hole in a penetrating manner, then the first bracket 1 is hinged with the second bracket 2, then the first stay cable 3 is fixed between the first bracket 1 and the top of the pier 6, and the second stay cable 4 is fixed between the second bracket 2 and the top of the pier 6, at the moment, the first stay cable 3, the second stay cable 4 and the first bracket 1 and the second bracket 2 which are mutually hinged can form a stable triangular supporting system, so that the first bracket 1 and the second bracket 2 are stably positioned at the periphery of the pier 6, and can be used as a construction supporting platform to support the construction process of the oblique bent cap 5.

In order to further ensure the stability of the first support 1 and the second support 2, the hinge joint between the first support 1 and the second support 2 can be pushed into the preset through hole of the pier 6, and the hinge joint of the first support 1 and the second support 2 can be limited by the preset through hole so as to prevent the first support 1 and the second support 2 from freely rotating.

Or, in order to ensure the stability of the first support 1 and the second support 2, the hinge joint of the first support 1 and the second support 2 may be provided with pins and bolts distributed at intervals, the pins are used for realizing cementation between the first support 1 and the second support 2, and the bolts are used for further connecting the first support 1 and the second support 2 to prevent the first support 1 and the second support 2 after the hinge joint from freely rotating.

After the construction of the oblique crossing bent cap 5 is completed, in order to use the supporting device for the construction of the oblique crossing bent cap in a circulating way, the supporting device for the construction of the oblique crossing bent cap is separated from the oblique crossing bent cap 5 after the construction, so that the supporting device for the construction of the oblique crossing bent cap is unloaded. In the unloading process, can be earlier relaxed with first suspension cable 3 and second suspension cable 4, then release articulated department between first support 1 and the second support 2 from the perforation of predetermineeing of pier 6 in advance, then with this articulated department separation, and take out first support 1 or second support 2 from the perforation of predetermineeing of pier 6 in advance, can make first support 1 and the separation of second support 2, and then make first support 1 and second support 2 all separate with skew bent cap 5, then can all separate first suspension cable 3 and second suspension cable 4 with 6 tops of pier, thereby accomplish the whole of strutting arrangement for the construction of skew bent cap.

Because the in-process of unloading, only need to separate the articulated department between first support 1 and the second support 2 and take first support 1 or second support 2 out from the perforation of predetermineeing of pier 6 and can realize the separation of first support 1 and bevel bent cap 5 and realize the separation of second support 2 and bevel bent cap 5, consequently this strutting arrangement for bevel bent cap construction's the process of unloading need not adopt a sand section of thick bamboo, also need not to unload sand to a sand section of thick bamboo many times, more need not observe the sand section of thick bamboo and unload the sand process, consequently also can not receive the sight hindrance of bevel bent cap 5, this strutting arrangement for bevel bent cap construction's the process of unloading is more convenient than a sand section of thick bamboo mode of unloading, and the degree of difficulty is lower, the efficiency of unloading is also higher.

Compared with the prior art, the supporting device for construction of the oblique crossing bent cap provided by the embodiment can form a stable triangular supporting system on the periphery of the pier 6 by penetrating the first support 1 and the second support 2 which are hinged with each other in the through hole preset in 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 periphery of the pier 6, and the construction process of the oblique crossing bent cap 5 can be stably supported. And when unloading this strutting arrangement for bent cap construction that inclines, through with the separation of the articulated department of first support 1 and second support 2 and take out first support 1 or second support 2 from 6 punchholes of pier and can realize this strutting arrangement and the separation of bent cap 5, then can all separate with 6 tops of pier first suspension cable 3 and second suspension cable 4 so that carry out the unloading of whole device, consequently this strutting arrangement for bent cap construction unloads the process and need not adopt a sand section of thick bamboo, the operation is more convenient and the degree of difficulty of unloading is lower.

It should be further noted that, in the supporting device for oblique-crossing bent cap construction provided in this embodiment, the first support 1 and the second support 2 are used as the bracket for oblique-crossing bent cap 5 construction, compared with the existing bent cap construction process in which a through hole needs to be preset on the pier 6 and a through rod needs to be inserted, then a bracket is fixed on the through rod, and then a sand cylinder is installed on the bracket.

In practical application, the first stay cable 3 and the second stay cable 4 can be fixedly connected with the top of the pier 6 in a pre-buried fixing mode respectively, and when the supporting device for the construction of the oblique bent cap beam is disassembled, the first stay cable 3 and the pier 6 need to be separated in a cutting mode, and the second stay cable 4 and the pier 6 need to be separated.

In order to improve the convenience of construction, as shown in fig. 2 and 3, in this embodiment, it is preferable that the supporting device for constructing the diagonal capping beam further includes 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, respectively.

The fixed structure 7 can be fixed on the top of the pier 6 in a pre-embedded mode, and after the first stay cable 3 and the second stay cable 4 are respectively connected with the fixed structure 7, the first stay cable 3 and the second stay cable 4 can be respectively and fixedly connected with the top of the pier 6.

It should be noted that, in order to improve the stability of the first stay cables 3 and the second stay cables 4, the supporting device for constructing the oblique bent cap provided in this embodiment is applied to the construction process of the oblique bent cap 5, so that the distance between the top of the fixing structure 7 and the top of the pier 6 is preferably small, and specifically, may be 1-10 cm.

Since the height of the columnar or rod-like structure is higher than that of the plate-like or block-like structure, the support stability is worse, and the contact area between the columnar or rod-like structure and the top of the pier 6 is smaller, the plate-like or block-like structure is preferably adopted as the fixing structure 7 in this embodiment.

Further, as shown in fig. 2 and 3, the fixing structure 7 includes a fixing seat 70, a first fixing block 71 and a second fixing block 72; the fixing seat 70 is fixed on the top of the pier 6, the first fixing block 71 and the second fixing block 72 are fixed on the fixing seat 70 at intervals, the first stay cable 3 is fixedly connected with the first fixing block 71, and the second stay cable 4 is fixedly connected with the second fixing block 72.

The fixing seat 70 may be formed by two strip-shaped structures arranged in parallel, and the first fixing block 71 and the second fixing block 72 may be respectively fixed between the two strip-shaped structures.

Specifically, the fixing seat 70 may be formed by parallel distribution of two i-beams and other shaped steels, and the first fixing block 71 and the second fixing block 72 may be respectively formed by using a fixture. The clamp is used for clamping and tensioning the first stay cable 3 and the second stay cable 4, and can also be used for loosening the first stay cable 3 and the second stay cable 4.

In this embodiment, the first stay cable 3 and the first bracket 1 may be connected by a jig fixed to a side of the first bracket 1 facing away from the skew bent cap 5, and the first stay cable 3 is connected to the jig after passing through the first bracket 1.

Correspondingly, the second stay cable 4 and the second bracket 2 can also be connected through a clamp, the clamp is fixed on one side of the second bracket 2, which is back to the diagonal capping beam 5, and the second stay cable 4 passes through the second bracket 2 and then is connected with the clamp.

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.

When the first fixing block 71 and the second fixing block 72 both use a jig, in order to facilitate clamping of the first stay cable 3 and the second stay cable 4, the first fixing block 71 and the second fixing block 72 need to be provided with a first through hole and a second through hole, respectively. In the using process, the end portion of the first stay cable 3 close to the first fixing block 71 passes through the first through hole and then extends out to one 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 stay cable 3 in the first through hole. Correspondingly, the end of the second stay cable 4 close to the second fixing block 72 extends out to the side of the second fixing block 72 close to the first fixing block 71 after passing through the second through hole, and the second fixing block 72 can clamp and fix the second stay cable 4 in the second through hole.

The first through hole extends along the length direction of the first stay cable 3, so that the first stay cable 3 is straightened in a straight line shape without bending at the first fixing block 71, the first fixing block is convenient to clamp and fix the first stay cable 3, and the tension stability of the first stay cable 3 to the first support beam 10 can be effectively improved.

Correspondingly, the second through hole extends along the length direction of the second stay cable 4, so that the second stay cable 4 is straightened in a straight line shape, the second fixing block 72 cannot be bent, the second fixing block can clamp and fix the second stay cable 4 conveniently, and the tension stability of the second stay cable 4 to the second support beam 20 can be effectively improved.

Further, the fixed structure 7 further comprises an embedded part, the embedded part is embedded and fixed at the top of the pier 6, and the fixed seat 70 is fixedly connected with the embedded part.

In practical applications, the fixing seat 70 of the fixing structure 7 may be directly 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.

However, in order to enable the fixing seat 70, the first fixing block 71 and the second fixing block 72 on the fixing structure 7 to be recycled to save materials and ensure the tidiness of the top of the pier 6, it is preferable that the fixing structure 7 further includes an embedded part, and in this case, the embedded part may adopt a fastener such as a bolt.

Can realize the dismantlement of fixing base 70 and pier 6 top through fasteners such as bolt and be connected, and can guarantee the stability of being connected of fixing base 70 and pier 6 top.

As shown in fig. 2 to 4, each of the first stay cables 3 and the second stay cables 4 is provided in plurality, the plurality of first stay cables 3 are divided into at least two groups, and the plurality of second stay cables 4 are divided into at least two groups; the first bracket 1 is provided with two connecting point positions which are distributed at intervals along the length direction of the first bracket, and the two groups of first stay cables 3 are respectively connected to the two connecting point positions of the first bracket 1; the second bracket 2 has two connection points distributed at intervals along the length direction thereof, and the two groups of second stay cables 4 are respectively connected to the two connection points of the second bracket 2.

When the first stay cables 3 are respectively connected with the two connection points of the first support 1 at intervals along the length direction, the first stay cables 3 can effectively improve the structural stability and the balance of the first support 1 along the length direction of the first support 1, so that the support stability of the support device for construction of the oblique bent cap beam to the oblique bent cap beam 5 is further improved.

Correspondingly, when the second stay cables 4 are respectively connected with the second support 2 at two connection points distributed at intervals along the length direction, the second stay cables 4 can effectively improve the structural stability and the balance of the second support 2 along the length direction of the second support 2, so that the supporting stability of the supporting device for the construction of the oblique bent cap beam to the construction process of the oblique bent cap beam 5 is further improved.

Each group of the first stay cables 3 may include a plurality of first stay cables 3, and at this time, the plurality of first stay cables 3 are distributed in parallel or wound to form a group of first stay cables 3. Correspondingly, each group of second stay cables 4 may include a plurality of second stay cables 4, and at this time, the plurality of second stay cables 4 are distributed in parallel or wound to form a group of second stay cables 4.

In practical application, the first stay cable 3 and the second stay cable 4 can be made of tensile materials such as steel wire ropes and steel strands.

As shown in fig. 2 to 4, the first bracket 1 includes a plurality of first support beams 10 sequentially distributed in parallel, and the second bracket 2 includes a plurality of second support beams 20 sequentially distributed in parallel; the first support beams 10 are correspondingly arranged in the preset through holes of the pier body of the pier 6 below the oblique bent cap beam 5 in a one-to-one manner, and the first support beams 10 are correspondingly hinged with the second support beams 20 in a one-to-one manner; the first supports 1 further comprise first connecting beams 11, and the first connecting beams 11 are connected between any two adjacent groups of the first supports 1; the second support 2 further comprises a second connecting beam 21, and the second connecting beam 21 is connected between any two adjacent second supports 2.

In this embodiment, the structure of first support 1 and second support 2 can be unanimous, and uses the center pin of 6 radial cross sections of pier as the symmetry axis and symmetric distribution between first support 1 and the second support 2, not only can promote the installation convenience of first support 1 and second support 2 this moment, and is convenient for guarantee the equilibrium of unloading of first support 1 and second support 2 at the in-process of unloading.

And when first support 1 comprises a plurality of first supporting beam 10 of parallel distribution in proper order, compare in frame rack structure, a plurality of first supporting beam 10 are littleer to the perforated size requirement of predetermineeing on the pier 6, and it is also less to destroy pier 6, can utilize pier 6 to form stable support to first support 1 this moment. Correspondingly, when the second support 2 is composed of a plurality of second support beams 20 which are sequentially distributed in parallel, compared with a frame type structure, the size requirement of the plurality of second support beams 20 on the preset through hole on the pier 6 is smaller, the damage to the pier 6 is smaller, and the pier 6 can be utilized to form stable support for the second support 2.

In order to further reduce the damage of the first bracket 1 and the second bracket 2 to the pier 6, it is preferable that the number of the first support beam 10 and the second support beam 20 is two.

In addition, the first supporting beam 10 can also be used as a 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 supporting beams 10 distributed in parallel to improve the overall structural stability of the first support 1.

Correspondingly, the second support beam 20 can also be used as a main beam of the second support frame 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 frame 2.

In the present embodiment, the first connecting beam 11 may be fixed between two adjacent first supporting beams 10 by welding or bolting, and the second connecting beam 21 may be fixed between two adjacent second supporting beams 20 by welding or bolting, etc.

In this embodiment, to realize the hinge connection between the first supporting beam 10 and the second supporting beam 20, the first supporting beam 10 may be made of two strip-shaped beams distributed in parallel, and the beam bodies of the two strip-shaped beams are provided with corresponding through holes, at this time, the second supporting beam 20 may be a strip-shaped beam, and one end of the second supporting beam 20 extends between the two strip-shaped beams of the first supporting beam 10 and is rotatably connected between the corresponding through holes of the two strip-shaped beams through a rotating shaft such as a pin shaft.

Since the first connecting beams 11 and the second connecting beams 21 do not need to pass through the preset through holes of the piers 6, in order to further improve the structural stability of the first brackets 1 and the second brackets 2, it is preferable that a plurality of first connecting beams 11 are arranged between any two adjacent first brackets 1, and the plurality of first connecting beams 11 are distributed in parallel; the number of the second connection beams 21 between any two adjacent second brackets 2 is multiple, and the multiple second connection beams 21 are distributed in parallel.

Further, a first reinforcing structure 12 is connected between two adjacent first connecting beams 11, the first reinforcing structure 12 includes first reinforcing beams and a diamond-shaped first frame beam, two ends of each first reinforcing beam are respectively and fixedly connected with two mutually facing corners of the first frame beam, and four corners of each first frame beam are respectively and fixedly connected with a beam body of the first supporting beam 10 and a beam body of the first connecting beam 11; a second reinforcing structure 22 is connected between two adjacent second connecting beams 21, the second reinforcing structure 22 includes a second reinforcing beam and a diamond-shaped second frame beam, two ends of the second reinforcing beam are respectively connected with two mutually facing corners of the second frame beam, and four corners of the second frame beam are respectively fixedly connected with a beam body of the second supporting beam 20 and a beam body of the second connecting beam 21.

Wherein, the first reinforcing structure 12 and the second reinforcing structure 22 are respectively used for further improving the structural strength and the structural stability of the first bracket 1 and the second bracket 2, so as to further ensure the construction stability of the diagonal capping beam 5.

In practical application, the first supporting beam 10, the first connecting beam 11 and the first reinforcing structure 12 can be made of section steels such as i-beams and channel steels, and correspondingly, the second supporting beam 20, the second connecting beam 21 and the second reinforcing structure 22 can also be made of section steels such as i-beams and channel steels.

As shown in fig. 3 and 4, a first oblique beam 13 is obliquely arranged between any two adjacent first support beams 10, and a second oblique beam 23 is obliquely arranged between any two adjacent second support beams 20; the first and second oblique beams 13 and 23 are respectively located at both sides of the pier 6, and both the first and second oblique beams 13 and 23 extend in the length direction of the pier 6.

The first oblique beam 13 serves to reinforce a position of the first bracket 1 facing the side wall of the pier 6, thereby further improving the structural stability of the first bracket 1. The second oblique beam 23 is used to reinforce the position of the second bracket 2 facing the side wall of the pier 6, thereby further improving the structural stability of the second bracket 2.

As shown in fig. 3 and 4, 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 distributed at intervals 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 distributed at intervals along the length direction of the second support beams 20.

A plurality of first secondary roof beams 14 are used for supporting template for the construction of oblique crossing bent cap 5, and first secondary roof beam 14 can mutually support with first supporting beam 10 and make first support be frame rack construction to increase the area of contact of first support 1 with template for the construction of oblique crossing bent cap 5, and then promote the support stability of first support 1 to template for the construction of oblique crossing bent cap 5.

Correspondingly, a plurality of secondary beams 24 are used for supporting the template for the construction of the oblique bent cap 5, and the secondary beams 24 can be mutually matched with the second supporting beam 20 to enable the second support to be of a frame structure, so that the contact area of the template for the construction of the second support 2 and the oblique bent cap 5 is increased, and the support stability of the template for the construction of the oblique bent cap 5 by the second support 2 is further improved.

When the bottom of the diagonal capping beam 5 is inclined to the end thereof, as shown in fig. 2, at this time, the first bracket 1 may further include a first diagonal bracing frame 15, one side of the first diagonal bracing frame 15 facing the pier 6 is inclined, and at this time, the first diagonal bracing frame 15 may incline the formwork for construction of the diagonal capping beam 5, so that an inclined side wall is formed between the bottom of the diagonal capping beam 5 after construction and the end surface. Correspondingly, the second bracket 2 may further include a second diagonal brace frame 25, one side of the second diagonal brace frame 25 facing the pier 6 is inclined, and at this time, the second diagonal brace frame 25 may incline the formwork for constructing the diagonal cover beam 5, so that an inclined side wall is formed between the bottom and the end surface of the constructed diagonal cover beam 5.

The first diagonal frame 15 and the second diagonal frame 25 may be connected by a plurality of rods to form a truss structure, and the truss structure has an approximately triangular prism shape.

Finally, it should be noted that: the above embodiments are only used to illustrate the technical solution of the present invention, and not to limit the same; while the invention has been described in detail and with reference to the foregoing embodiments, it will be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some or all of the technical features may be equivalently replaced; and the modifications or the substitutions do not make the essence of the corresponding technical solutions depart from the scope of the technical solutions of the embodiments of the present invention.

Claims (10)

1. The supporting device for construction of the oblique crossing bent cap is characterized by comprising a first bracket (1), a second bracket (2), a first stay cable (3) and a second stay cable (4);

the first support (1) penetrates through a preset through hole of a pier body of a pier (6) below the oblique bent cap (5), and one side of the first support (1) is hinged with 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).

2. The supporting device for the construction of the oblique crossing bent cap according to claim 1, further comprising a fixing structure (7) fixed on the top of a pier (6), wherein the first stay cable (3) and the second stay cable (4) are respectively connected with the fixing structure (7).

3. The supporting device for construction of the diagonal capping beam according to claim 2, wherein the fixing structure (7) comprises a fixing seat (70), a first fixing block (71) and a second fixing block (72);

fixing base (70) are fixed in pier (6) top, first fixed block (71) with second fixed block (72) interval is fixed in on fixing base (70), first suspension cable (3) with first fixed block (71) fixed connection, second suspension cable (4) with second fixed block (72) fixed connection.

4. The supporting device for construction of the oblique crossing bent cap according to claim 3, wherein 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).

5. The supporting device for the construction of the oblique crossing bent cap according to claim 3, wherein the fixed structure (7) further comprises an embedded part, the embedded part is embedded and fixed at the top of a pier (6), and the fixed seat (70) is fixedly connected with the embedded part.

6. The support device for construction of the oblique crossing bent roof according to any one of claims 1 to 5, wherein the first stay cables (3) and the second stay cables (4) are plural, the plural first stay cables (3) are divided into at least two groups, and the plural second stay cables (4) are divided into at least two groups;

the first support (1) is provided with two connecting point positions which are distributed at intervals along the length direction of the first support, and the two groups of first stay cables (3) are respectively connected to the two connecting point positions of the first support (1);

the second support (2) is provided with two connecting point positions which are distributed at intervals along the length direction of the second support, and the two groups of second stay cables (4) are respectively connected to the two connecting point positions of the second support (2).

7. The support device for construction of the diagonal capping beam according to any one of claims 1 to 5, wherein the first bracket (1) comprises a plurality of first support beams (10) which are sequentially distributed in parallel, and the second bracket (2) comprises a plurality of second support beams (20) which are sequentially distributed in parallel;

the first support beams (10) are correspondingly arranged in a plurality of preset through holes of a pier body of the pier (6) below the oblique bent cap beam (5) in a penetrating mode one by one, and the first support beams (10) are correspondingly hinged with the second support beams (20) one by one;

the first support (1) further comprises a first connecting beam (11), and the first connecting beam (11) is connected between any two adjacent groups of the first supports (1);

the second support (2) further comprises a second connecting beam (21), and the second connecting beam (21) is connected between any two adjacent groups of the second supports (2).

8. The supporting device for construction of the diagonal capping beam as claimed in claim 7, wherein a plurality of first connecting beams (11) are arranged between any two adjacent first brackets (1), and the plurality of first connecting beams (11) are distributed in parallel;

the number of the second connecting beams (21) between any two adjacent second brackets (2) is multiple, and the second connecting beams (21) are distributed in parallel.

9. The supporting device for construction of the diagonal capping beam according to claim 7, wherein a first diagonal beam (13) is obliquely arranged between any two adjacent first supporting beams (10), and a second diagonal beam (23) is obliquely arranged between any two adjacent second supporting beams (20);

the first oblique beam (13) and the second oblique beam (23) are respectively located on two sides of the pier (6), and the first oblique beam (13) and the second oblique beam (23) extend along the length direction of the pier (6).

10. The supporting device for construction of the diagonal capping beam according to claim 7, wherein a plurality of first sub-beams (14) are connected between any two adjacent first supporting beams (10), and the plurality of first sub-beams (14) are distributed at intervals along the length direction of the first supporting beams (10);

a plurality of second secondary beams (24) are connected between any two adjacent second supporting beams (20), and the second secondary beams (24) are distributed at intervals along the length direction of the second supporting beams (20).

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