Graded thread multi-stage yielding integrated steel arch

Abstract

The invention discloses a graded thread multi-stage yielding integrated steel arch which is composed of a plurality of steel arch assemblies, every two adjacent steel arch assemblies are connected through a graded thread multi-stage yielding device, and each graded thread multi-stage yielding device is composed of a multi-stage yielding device upper assembly and a multi-stage yielding device lower assembly. The multi-stage yielding device upper assembly comprises a sleeve, a connecting rod and a spherical end, the connecting rod is installed on the upper end plate and located in the sleeve, the spherical end is connected with the lower end of the connecting rod, the multi-stage yielding device lower assembly comprises a lower end plate and multi-stage yielding dampers, a plurality of through holes are formed in the lower end plate, and one multi-stage yielding damper is installed in each through hole; the connecting rod and the spherical end are both installed in the multi-stage yielding damper. The graded threaded multi-stage yielding damper has the advantages that multi-stage yielding of the steel arch is achieved through the graded threaded multi-stage yielding damper, the graded threaded multi-stage yielding damper is adaptive to large deformation of different surrounding rocks, and the safety of the steel arch and a tunnel is protected; the integrated steel arch frame is fast to assemble and high in supporting efficiency, and construction time and cost are saved.

Description

Technical Field

[0001] The invention relates to the technical field of tunnel efficient support and soft rock large deformation control, in particular to a graded thread multi-stage yielding integrated steel arch frame. Background Art

[0002] During tunnel excavation, when the tunnel passes through fault fracture zones or soft surrounding rocks, large deformation of the surrounding rock will occur. The surrounding rock pressure caused by large deformation will cause serious damage to the support inside the tunnel, affect the construction progress, and in severe cases cause the destruction of the tunnel, and even threaten the lives of construction workers.

[0003] Existing research shows that yield support is an effective technical measure to deal with the problem of large deformation caused by surrounding rock compression. In the prior art, the "Steel Arch Frame Device for Suppressing Large Deformation of Tunnel" with publication number CN214997711 U sets a connection device between steel arch frames, and the connection device consists of a box body, a top plate, a yield rod, a steel arch frame connection plate and a spring. A plurality of yield rods are arranged on the top plates at both ends of the box body, and springs are nested on the yield rods. One end of the spring is connected to the yield rod, and the other end is connected to the top plate. The deformation of the steel arch frame is replaced by the deformation of the connection device, thereby reducing the stress on the steel arch frame and protecting the steel arch frame. Patent ZL 201910995638.6 "A plug-in ball-jointed steel arch frame connecting component with quantifiable pressure relief and its use method" sets a connecting component between two steel arch frames. The connecting component includes a connecting rod and a sleeve. The connecting rod includes a spherical end at one end, a threaded end at the other end and a rod body in the middle; the sleeve is a cylindrical structure with one end closed and the other end open. An internal threaded portion is provided on the inner wall of the sleeve near the closed end, and a one-way clamping portion is provided on the inner wall of the open end of the sleeve. By inserting the connecting rod into the sleeve, the threads in the cylinder and the spherical end are squeezed and sheared to generate resistance, thereby achieving deformation and pressure relief. However, the existing technology has the following problems: (1) In fact, the geological conditions are different and the deformation of the surrounding rock is also different, and the steel arch frame lacks a setting to adapt to different surrounding rocks; (2) The large deformation of the surrounding rock is divided into multiple stages, and the steel arch frame lacks a setting for real-time self-adjustment to match the various stages of surrounding rock deformation; (3) The traditional yielding connecting rod is not firmly connected to the steel arch frame, and the stability of the steel arch frame cannot be effectively guaranteed; (4) The yielding device is placed between the steel arch frames, and the yielding deformation is limited. Summary of the invention

[0004] The purpose of the present invention is to provide a graded threaded multi-stage pressure-yielding integrated steel arch frame in accordance with the above-mentioned deficiencies of the prior art. The steel arch frame is composed of a plurality of steel arch frame components, and two adjacent steel arch frame components are connected by a graded threaded multi-stage pressure-yielding device. The graded threaded multi-stage pressure-yielding device is composed of a multi-stage pressure-yielding device upper component and a multi-stage pressure-yielding device lower component that cooperate with each other. The multi-stage pressure-yielding of the steel arch frame with large deformation is achieved through the cooperation between the spherical end of the multi-stage pressure-yielding device upper component and the multi-stage pressure-yielding damper of the multi-stage pressure-yielding device lower component.

[0005] The purpose of the present invention is achieved by the following technical solutions: A graded thread multi-stage yielding integrated steel arch frame, the steel arch frame is composed of a plurality of steel arch frame components, two adjacent steel arch frame components are connected by a graded thread multi-stage yielding device, the two adjacent steel arch frame components are respectively an upper steel arch frame component and a lower steel arch frame component, the graded thread multi-stage yielding device is composed of a multi-stage yielding device upper component and a multi-stage yielding device lower component that cooperate with each other, the multi-stage yielding device upper component and the multi-stage yielding device lower component are respectively installed on the upper steel arch frame component and the lower steel arch frame component; the multi-stage yielding device upper component includes a sleeve, a connecting rod and a spherical end, the sleeve is composed of an upper end plate and four side plates The multi-stage pressure-releasing device is a rectangular structure with a cover on the upper part, the sleeve is connected to the upper steel arch frame assembly through the upper end plate, a plurality of connecting rods are provided, the connecting rods are mounted on the upper end plate and located in the sleeve, the spherical end head is connected to the lower end of the connecting rod, the multi-stage pressure-releasing device lower assembly includes a lower end plate and a multi-stage pressure-releasing damper, the lower end plate is mounted on the lower steel arch frame assembly, a plurality of through holes are opened on the lower end plate, a multi-stage pressure-releasing damper is installed in each of the through holes, the multi-stage pressure-releasing device lower assembly and the lower steel arch frame assembly are both mounted in the sleeve, and the connecting rod and the spherical end head are both mounted in the multi-stage pressure-releasing damper.

[0006] The multi-stage pressure-releasing damper comprises a damping cylinder and a bottom end plate. The damping cylinder is provided with a multi-stage thread inside. The inner diameter of each stage of the multi-stage thread decreases from top to bottom. The bottom end plate is arranged at the bottom end of the damping cylinder and is used to close the bottom end of the damping cylinder.

[0007] A one-way snap buckle is provided on the top of the damping cylinder.

[0008] The one-way snap buckle is composed of a plurality of arc-shaped rotating plates, which are arranged along the inner circumference of the opening end of the damping cylinder. The outer sides of each of the arc-shaped rotating plates are connected to the damping cylinder through a rotatable part, and a hole allowing the connecting rod to pass through is formed between the inner sides of the plurality of arc-shaped rotating plates.

[0009] The position and quantity of the spherical end heads of the upper component of the multi-stage pressure-releasing device respectively correspond to the position and quantity of the multi-stage pressure-releasing dampers of the lower component of the multi-stage pressure-releasing device.

[0010] The steel arch frame assembly is an I-beam structure, the spherical end heads of the upper assembly of the multi-stage pressure-relieving device and the multi-stage pressure-relieving dampers of the lower assembly of the multi-stage pressure-relieving device are arranged in an array, the spherical end heads are evenly distributed on both sides of the web of the upper steel arch frame assembly, and the multi-stage pressure-relieving dampers are evenly distributed on both sides of the web of the lower steel arch frame assembly.

[0011] The advantages of the present invention are: (1) The spherical end abuts and shears the first graded thread. When the deformation of the steel arch frame reaches a certain critical value, the spherical end abuts and shears the second graded thread, automatically starting the second grade deformation, and the spherical end abuts and shears the third graded thread, automatically starting the third grade deformation, thereby realizing multi-stage pressure relief for large deformation of the steel arch frame; (2) The steel arch can be protected by adaptively adapting to different surrounding rocks through graded threads according to different geological conditions or surrounding rock deformation; (3) When the surrounding rock pressure or deformation is large, the multi-stage pressure relief device can reduce the deformation of the steel arch frame itself and prevent the steel arch frame from twisting and crushing; (4) The graded thread multi-stage pressure relief device is integrated with the steel arch frame, which can realize the rapid connection between the steel arch frames. The formed steel arch frame is firm and reliable, which speeds up the efficiency of the initial support construction, ensures the timing of support, effectively controls the deformation of the tunnel, and ensures the safety of tunnel construction; (5) The steel arch frame is inserted into the sleeve and multiple connecting rods are inserted into the damping cylinder, which can not only guide the deformation direction of the steel arch frame, but also increase the overall stability between the steel arch frame and the pressure relief device; (6) The multi-stage pressure-yielding damper is arranged at the lower part of the lower end plate of the steel arch frame. When the deformation of the multi-stage pressure-yielding damper reaches the limit, the upper end plate and the lower end plate of the steel arch frame can be completely fitted together, which can make full use of the small space between the steel arch frames, increase the deformation of the steel arch frames, and enhance the stability of the steel arch frames. BRIEF DESCRIPTION OF THE DRAWINGS

[0012] Figure 1 It is a schematic diagram of the steel arch frame of the present invention; Figure 2 for Figure 1 Middle AA section; Figure 3 It is a schematic diagram of the graded thread multi-stage pressure relief device of the present invention; Figure 4 It is a cross-sectional schematic diagram of the upper component of the multi-stage pressure relief device of the present invention; Figure 5 It is a cross-sectional schematic diagram of the lower component of the multi-stage pressure relief device of the present invention; Figure 6 for Figure 5 Enlarged view of middle b; like Figures 1 to 6 As shown, the marks in the figure represent respectively: a.Steel arch frame; 1. Multi-stage pressure relief device with graded threads, 2. Steel arch assembly; 11. Upper assembly of multi-stage pressure-releasing device, 12. Lower assembly of multi-stage pressure-releasing device; 111. sleeve, 112. upper end plate, 113. side plate, 114. connecting rod, 115. spherical end; 121. lower end plate, 122. through hole, 123. multi-stage pressure-releasing damper, 124. damping cylinder, 125. bottom end plate, 126. first graded thread, 127. second graded thread, 128. third graded thread, 129. one-way snap buckle; 21. Upper steel arch frame assembly, 22. Lower steel arch frame assembly. DETAILED DESCRIPTION

[0013] The features of the present invention and other related features are further described in detail below through embodiments in conjunction with the accompanying drawings to facilitate understanding by those skilled in the art: Example: Figures 1 to 6 As shown, this embodiment relates to a graded threaded multi-stage pressure-relieving integrated steel arch frame, the steel arch frame a is composed of a plurality of steel arch frame components 2, the steel arch frame components 2 are I-beam structures, and two adjacent steel arch frame components 2 are connected by a graded threaded multi-stage pressure-relieving device 1, and the two adjacent steel arch frame components 2 are an upper steel arch frame component 21 and a lower steel arch frame component 22 respectively.

[0014] like Figures 1 to 6 As shown, the graded thread multi-stage yielding device 1 is composed of a multi-stage yielding device upper component 11 and a multi-stage yielding device lower component 12 that cooperate with each other. The multi-stage yielding device upper component 11 and the multi-stage yielding device lower component 12 are respectively installed on the upper steel arch frame component 21 and the lower steel arch frame component 22 by welding.

[0015] The upper component 11 of the multi-stage pressure-releasing device includes a sleeve 111, a connecting rod 114 and a spherical end 115. The sleeve 111 is a rectangular structure with a cover on the upper part, which is assembled from an upper end plate 112 and four side plates 113. The sleeve 111 is connected to the upper steel arch frame component 21 through the upper end plate 112. There are four connecting rods 114, which are arranged in an array. The connecting rods 114 are installed on the upper end plate 112 and are located in the sleeve 111. The spherical end 115 is connected to the lower end of the connecting rod 114. The four spherical ends 115 are respectively located on both sides of the web of the upper steel arch frame component 21.

[0016] The multi-stage pressure relief device lower component 12 includes a lower end plate 121 and a multi-stage pressure relief damper 123. The lower end plate 121 is installed on the lower steel arch component 22. The cross-sectional size of the multi-stage pressure relief device lower component 12 (lower end plate 121) and the cross-sectional size of the lower steel arch component 22 correspond to the cross-sectional size inside the sleeve 111. The multi-stage pressure relief device lower component 12 and the lower steel arch component 22 are both installed inside the sleeve 111 and along the inside of the sleeve 111. The lower end plate 121 is provided with four through holes 122, and a multi-stage pressure-releasing damper 123 is welded or threadedly installed in each through hole 122. The position and quantity of the spherical end 115 of the multi-stage pressure-releasing device upper component 11 respectively correspond to the position and quantity of the multi-stage pressure-releasing dampers 123 of the multi-stage pressure-releasing device lower component 12, and the four multi-stage pressure-releasing dampers 123 are respectively located on both sides of the web of the lower steel arch frame component 22. The multi-stage pressure-yielding damper 123 includes a damping cylinder 124 and a bottom end plate 125. The damping cylinder 124 is provided with a multi-stage thread inside. The inner diameter of each stage of the multi-stage thread decreases from top to bottom. In this embodiment, the multi-stage thread is a three-stage thread. The three-stage thread includes a first graded thread 126, a second graded thread 127 and a third graded thread 128 arranged from top to bottom. The inner diameter of the first graded thread 126 is greater than the inner diameter of the second graded thread 127, and the inner diameter of the second graded thread 127 is greater than the third graded thread 128. The bottom end plate 125 is arranged at the bottom end of the damping cylinder 124 and is used to close the bottom end of the damping cylinder 124. The connecting rod 114 and the spherical end head 115 are both installed in the damping cylinder 124 of the multi-stage pressure-yielding damper 123. In addition, a one-way snap buckle 129 is provided at the top of the damping cylinder 124. The one-way snap buckle 129 can limit the spherical end 115 to prevent the spherical end 115 from moving outside the damping cylinder 124. The one-way snap buckle 129 is composed of a plurality of arc-shaped rotating plates, and the arc-shaped rotating plates are arranged along the inner circumference of the open end of the damping cylinder 124. In this embodiment, there are four arc-shaped rotating plates, and the outer sides of each arc-shaped rotating plate are connected to the damping cylinder 124 through a rotatable member (a torsion spring can be selected), and a hole is formed between the inner sides of the four arc-shaped rotating plates to allow the connecting rod 114 to pass through. Under normal conditions, the arc-shaped rotating plate is in a horizontal state. When the arc-shaped rotating plate is subjected to a downward force, the arc-shaped rotating plate rotates downward. When the downward force disappears, the arc-shaped rotating plate rotates back to a horizontal state, and when the arc-shaped rotating plate is subjected to an upward force, it is still in a horizontal state and will not rotate upward.

[0017] like Figures 1 to 6 As shown, the working method of the graded thread multi-stage pressure relief device 1 is as follows: When the spherical end 115 presses the one-way snap buckle 129 downward, the arc-shaped rotating plate rotates downward, so that the spherical end 115 enters the damping cylinder 124. When the spherical end 115 completely enters the damping cylinder 124, the arc-shaped rotating plate rotates back to a horizontal state, and the connecting rod 114 is located in the hole formed between the inner sides of the arc-shaped rotating plate. The one-way snap buckle 129 can limit the spherical end 115 to prevent the spherical end 115 from being separated from the damping cylinder 124, and the hole formed between the inner sides of the arc-shaped rotating plate guides the connecting rod 114. The spherical end 115 abuts and shears the first graded thread 126. When the deformation of the steel arch frame a reaches a certain critical value, the spherical end 115 abuts and shears the second graded thread 127, automatically starting the second-stage deformation, and the spherical end 115 abuts and shears the third graded thread 128, automatically starting the third-stage deformation, and realizing multi-stage pressure relief of large deformation of the steel arch frame a. When the deformation of the multi-stage pressure damper 123 reaches the limit, the upper end plate 112 and the lower end plate 121 can be completely fitted together, and the small space between the steel arch frames a can be fully utilized to increase the deformation of the steel arch frames a and enhance the stability of the steel arch frames a.

[0018] The beneficial technical effects of this embodiment are: (1) The spherical end abuts and shears the first graded thread. When the deformation of the steel arch frame reaches a certain critical value, the spherical end abuts and shears the second graded thread, automatically starting the second grade deformation, and the spherical end abuts and shears the third graded thread, automatically starting the third grade deformation, thereby realizing multi-stage pressure relief for large deformation of the steel arch frame; (2) The steel arch can be protected by adaptively adapting to different surrounding rocks through graded threads according to different geological conditions or surrounding rock deformation; (3) When the surrounding rock pressure or deformation is large, the multi-stage pressure relief device can reduce the deformation of the steel arch frame itself and prevent the steel arch frame from twisting and crushing; (4) The graded thread multi-stage pressure relief device is integrated with the steel arch frame, which can realize the rapid connection between the steel arch frames. The formed steel arch frame is firm and reliable, which speeds up the efficiency of the initial support construction, ensures the timing of support, effectively controls the deformation of the tunnel, and ensures the safety of tunnel construction; (5) The steel arch frame is inserted into the sleeve and multiple connecting rods are inserted into the damping cylinder, which can not only guide the deformation direction of the steel arch frame, but also increase the overall stability between the steel arch frame and the pressure relief device; (6) The multi-stage pressure-yielding damper is arranged at the lower part of the lower end plate of the steel arch frame. When the deformation of the multi-stage pressure-yielding damper reaches the limit, the upper end plate and the lower end plate of the steel arch frame can be completely fitted together, which can make full use of the small space between the steel arch frames, increase the deformation of the steel arch frames, and enhance the stability of the steel arch frames.

[0019] Although the above embodiments have described in detail the concepts and embodiments of the present invention with reference to the accompanying drawings, ordinary technicians in this field can recognize that various improvements and changes can still be made to the present invention without departing from the scope of the claims, so they are not described one by one here.

Claims

1. A graded thread multi-stage yielding integrated steel arch frame, characterized in that: The steel arch frame is composed of a plurality of steel arch frame components, and two adjacent steel arch frame components are connected by a graded thread multi-stage pressure-releasing device, and the two adjacent steel arch frame components are respectively an upper steel arch frame component and a lower steel arch frame component, and the graded thread multi-stage pressure-releasing device is composed of a multi-stage pressure-releasing device upper component and a multi-stage pressure-releasing device lower component that cooperate with each other, and the multi-stage pressure-releasing device upper component and the multi-stage pressure-releasing device lower component are respectively installed on the upper steel arch frame component and the lower steel arch frame component; the multi-stage pressure-releasing device upper component includes a sleeve, a connecting rod and a spherical end, and the sleeve is an upper covered component assembled from an upper end plate and four side plates Rectangular structure, the sleeve is connected to the upper steel arch frame assembly through the upper end plate, there are multiple connecting rods, the connecting rod is installed on the upper end plate and located in the sleeve, the spherical end is connected to the lower end of the connecting rod, the multi-stage pressure-relieving device lower assembly includes a lower end plate and a multi-stage pressure-relieving damper, the lower end plate is installed on the lower steel arch frame assembly, a plurality of through holes are opened on the lower end plate, each of the through holes is equipped with a multi-stage pressure-relieving damper, the multi-stage pressure-relieving device lower assembly and the lower steel arch frame assembly are both installed in the sleeve, and the connecting rod and the spherical end are both installed in the multi-stage pressure-relieving damper.

2. A graded thread multi-stage pressure-yielding integrated steel arch frame as claimed in claim 1, characterized in that: The multi-stage pressure-releasing damper comprises a damping cylinder and a bottom end plate. The damping cylinder is provided with a multi-stage thread inside. The inner diameter of each stage of the multi-stage thread decreases from top to bottom. The bottom end plate is arranged at the bottom end of the damping cylinder and is used to close the bottom end of the damping cylinder.

3. A graded thread multi-stage pressure-yielding integrated steel arch frame as claimed in claim 2, characterized in that: A one-way snap buckle is provided on the top of the damping cylinder.

4. A graded thread multi-stage pressure-yielding integrated steel arch frame as claimed in claim 3, characterized in that: The one-way snap buckle is composed of a plurality of arc-shaped rotating plates, which are arranged along the inner circumference of the opening end of the damping cylinder. The outer sides of each of the arc-shaped rotating plates are connected to the damping cylinder through a rotatable part, and a hole allowing the connecting rod to pass through is formed between the inner sides of the plurality of arc-shaped rotating plates.

5. The graded thread multi-stage pressure-yielding integrated steel arch frame according to claim 1, characterized in that: The position and quantity of the spherical end heads of the upper component of the multi-stage pressure-releasing device respectively correspond to the position and quantity of the multi-stage pressure-releasing dampers of the lower component of the multi-stage pressure-releasing device.

6. The graded thread multi-stage pressure-yielding integrated steel arch frame according to claim 5, characterized in that: The steel arch frame assembly is an I-beam structure, the spherical end heads of the upper assembly of the multi-stage pressure-relieving device and the multi-stage pressure-relieving dampers of the lower assembly of the multi-stage pressure-relieving device are arranged in an array, the spherical end heads are evenly distributed on both sides of the web of the upper steel arch frame assembly, and the multi-stage pressure-relieving dampers are evenly distributed on both sides of the web of the lower steel arch frame assembly.

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