CN219100094U - Rigid-flexible damping interception type protection system - Google Patents
Rigid-flexible damping interception type protection system Download PDFInfo
- Publication number
- CN219100094U CN219100094U CN202320224927.8U CN202320224927U CN219100094U CN 219100094 U CN219100094 U CN 219100094U CN 202320224927 U CN202320224927 U CN 202320224927U CN 219100094 U CN219100094 U CN 219100094U
- Authority
- CN
- China
- Prior art keywords
- rope
- foundation
- protection system
- upright post
- pull
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/30—Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways
Landscapes
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
The utility model provides a rigid-flexible damping interception type protection system, relates to the technical field of slope protection, and solves the problems that an existing passive protection system is small in structural stress, low in energy level, incapable of being repaired, short in service life, incapable of being used and the like. The support comprises a steel pipe column filled with a support and a mounting support rope provided with an outer net and an inner net; the upright post comprises an end upright post and a middle upright post which are connected with an upper pull rope, the upper pull rope is connected with a pull-up foundation, and the end upright post is connected with an upper lateral pull rope fixed on the upper pull foundation and a lower lateral pull rope fixed on the lower pull foundation; the upper supporting double ropes, the middle reinforcing supporting single ropes and the lower supporting double ropes of the mounting supporting ropes are respectively connected with the upper side pulling foundation, the lower end of the upright post, the middle side pulling foundation and the bottom side pulling foundation after being extended. The original movable hinged I-steel upright post is replaced by a steel pipe upright post with a fixed deep foundation, and a supporting object is filled in the steel pipe, so that the bending strength of the upright post is enhanced, and meanwhile, the upright post has the same bending strength in the radial direction.
Description
Technical Field
The utility model relates to the technical field of side slope protection, in particular to a rigid-flexible damping interception type protection system.
Background
The flexible protection system is a slope protection technical system which originates in Europe in the 20 th century and has almost 100 years so far, and is divided into an active protection system and a passive protection system, wherein the active protection system is covered and wrapped on a slope or dangerous rock to be protected by a steel wire (rope) net, a grid net (twisted pair net), a supporting rope, an anchor rod and other structures so as to limit weathering stripping or partial collapse (covering and fixing effect) of the dangerous rock on the slope; the passive protection system combines and supports structures such as steel columns, supporting ropes, pull ropes, anchor rods, pressure reducing rings, steel wire (rope) nets, grid nets (twisted pair nets) and the like in the falling area of dangerous rocks to intercept (intercept guiding effect).
The existing passive protection net system is divided into a passive diamond net and a passive ring net according to the shape of the outer net, and the two passive net systems have basically the same structure except the shape of the outer net, and specifically comprise the following components: screw anchor rod, base, connecting bolt, stand, pin, round pin section of thick bamboo, supporting rope, stay cord stock, stay cord, diamond-shaped net piece and suture rope (for passive diamond-shaped net), annular net piece and shackle (for passive annular net), decompression ring, intranet (grid net or twisted hexagonal net), rope clip, tie wire and other structures. The construction process of the passive protective net comprises the steps of firstly finding out the point positions, then measuring and paying off, then excavating a column foundation (600 mm is multiplied by 800mm is multiplied by 1000mm is miniature foundation) and a pull rope foundation (600 mm is multiplied by 2500mm is miniature foundation), then respectively embedding a threaded anchor rod and a pull rope anchor rod into the column foundation and the pull anchor foundation, after the strength of foundation concrete meets the installation condition of the passive protective net, installing a column, tensioning a pull rope with a decompression ring and an upper supporting rope and a lower supporting rope, and then hanging an outer net and an inner net, thus the installation of the passive protective net can be completed. When the passive protective net is impacted by falling rocks with certain energy, the inner net (grid net or twisted hexagonal net) and the outer net (diamond net or annular net) bound together are deformed by impact force and absorb energy, meanwhile, the stressed inner net and outer net transfer residual energy to the upper supporting rope, the lower supporting rope and the decompression rings on the supporting ropes, so that the decompression rings are deformed to continuously absorb energy, the residual energy of the upper supporting rope is further transferred to the top of the upright post, the top of the upright post is stressed to exceed the load borne by the upright post to generate lateral bending and absorb energy again, at the moment, the stay ropes and the decompression rings on the stay ropes are stressed and started by the impact energy transferred from the top of the upright post, deformation and energy absorption are generated, and part of energy is transferred to the miniature upright post foundation and the anchor pulling foundation, and the situation that the miniature foundation is damaged due to small stress is generated.
After the passive protection net system is impacted by falling rocks with certain energy, the following result is that: the inner and outer meshes are seriously deformed, and the deformed meshes can only be scrapped integrally and cannot be repaired; the upright post of the I-steel can generate lateral bending when receiving certain impact energy because of lower bending strength of the side surface, and the structure leads the whole protection system not to bear larger impact; the pressure reducing ring can be seriously deformed and even pulled into a straight line, and the deformed pressure reducing ring can only be scrapped and cannot be repaired, so that the pressure reducing ring cannot be reused; the micro foundation cannot bear the impact force matched with the energy level; the service life of the existing passive network system is actually far lower than that of the design target.
Disclosure of Invention
Aiming at the problems that the passive net structure is small in stress, low in energy level, incapable of being repaired, short in service life, incapable of being used any more and the like, the utility model aims to provide the rigid-flexible damping interception type protection system, the original miniature foundation is changed into a deep foundation, and the movable hinged I-shaped steel upright post is replaced by a steel pipe upright post with a fixed deep foundation, so that the upright post has the same bending strength in the radial direction, supports are filled in the steel pipe, and the bending strength and the shock resistance of the upright post are further enhanced.
The embodiment of the utility model is realized by the following technical scheme:
the rigid-flexible damping interception type protection system comprises a plurality of upright posts and a plurality of mounting support ropes arranged on the upright posts, wherein an outer net and an inner net are arranged on the mounting support ropes, and the upright posts are made of steel pipes filled with supporters;
the upright post comprises an end upright post and a middle upright post, wherein the end upright post and the middle upright post are connected with at least one upper pull rope, the upper pull rope is connected with an upper pull foundation, the end upright post is connected with at least one upper lateral pull rope, the upper lateral pull rope is connected with an upper pull foundation, the end upright post is connected with a lower lateral pull rope, and the lower lateral pull rope is connected with a lower pull foundation;
the mounting support rope comprises an upper support double rope, a middle reinforcing support single rope and a lower support double rope, wherein one rope is connected with an upper side pull foundation after the upper support double rope extends, the other rope is connected with the lower end of the upright post, the middle reinforcing support single rope is connected with a middle side pull foundation in a concentrated mode after the middle reinforcing support single rope extends, and the lower support double rope is connected with a bottom side pull foundation in a concentrated mode after the lower support double rope extends.
Preferably, the support is concrete.
Preferably, the upper support double ropes, the middle reinforcement support single rope and the lower support double ropes are all provided with first dampers, each first damper comprises a cylinder body, a piston rod is movably arranged in each cylinder body, one end of each piston rod is connected with a piston body, the other end of each piston rod extends out of each cylinder body and is connected with a second connector, one end of each cylinder body is connected with a first connector, the other end of each cylinder body is connected with a movable sealing sleeve, the sealing sleeves are arranged on the corresponding piston rods in the corresponding first connectors, and bolts are connected with the corresponding piston bodies in a threaded mode.
Preferably, an annular groove is formed in the shaft of the bolt in an annular mode.
Preferably, the piston body is provided with at least two first annular protruding parts arranged at intervals, the first annular protruding parts are sleeved with first sealing rings, the first annular protruding parts are provided with a plurality of through holes, and the number of the through holes of each first annular protruding part is sequentially increased along the movement direction of the piston body.
Preferably, the piston body is further provided with a second annular protruding portion, the second annular protruding portion is located at one side, far away from the sealing sleeve, of the first annular protruding portion, the number of the through holes of the first annular protruding portion is the smallest, and the second annular protruding portion is sleeved with a second sealing ring.
Preferably, the second damper is arranged on the mounting support rope and comprises an upper pressing plate and a lower pressing plate detachably connected with the upper pressing plate, at least two first grooves are formed in two sides of the upper pressing plate along the length direction of the upper pressing plate, and second grooves corresponding to the first grooves are formed in the lower pressing plate.
Preferably, aluminum alloy friction plates are clamped in the first groove and the second groove.
Preferably, the outer net comprises a plurality of stainless steel wires which are arranged along the S shape in the horizontal direction, the stainless steel wires comprise a plurality of upper protruding parts and lower protruding parts, the upper protruding parts of the stainless steel wires are wound on the lower protruding parts of the adjacent stainless steel wires above, the two ends of the stainless steel wires are detachably connected with connecting sleeves, and the stainless steel wires are detachably connected with the adjacent stainless steel wires through the connecting sleeves.
Preferably, the inner wall of one end of the connecting sleeve is provided with a positive thread, the inner wall of the other end of the connecting sleeve is provided with a reverse thread, and the end part of the stainless steel wire is provided with a thread matched with the connecting sleeve.
The technical scheme of the embodiment of the utility model has at least the following advantages and beneficial effects:
1. the flexible structure of the utility model is changed into a rigid-flexible structure, and the core is to provide a structural foundation for the later development of a protection system with ultra-high energy level, change the original miniature foundation into a deep foundation for improving the rigidity of the structure, and replace the movable hinged I-steel upright post with a steel pipe upright post with a fixed deep foundation, so that the upright post has the same bending strength in the radial direction, and the steel pipe is filled with a supporting object, thereby further enhancing the bending strength and the shock resistance of the upright post.
2. All structures of the utility model are connected by screw threads, the disassembly and assembly are convenient and quick, the repair cost is low, the repair time is short, and all structures except the foundation can be reused.
3. The main structure inner net, the outer net and the steel wire ropes are all made of stainless steel, so that the main structure inner net, the outer net and the steel wire ropes have high corrosion resistance, outer layer steel pipes of the stand columns are subjected to hot dip coating treatment, and the main structure inner net, the outer net and the steel wire ropes have high corrosion resistance.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the drawings that are needed in the embodiments will be briefly described below, it being understood that the following drawings only illustrate some embodiments of the present utility model and therefore should not be considered as limiting the scope, and other related drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic view of a structure of an end column according to an embodiment of the present utility model;
FIG. 2 is a schematic view of a reinforcement pillar according to an embodiment of the present utility model;
FIG. 3 is a schematic diagram of a middle column structure according to an embodiment of the present utility model;
fig. 4 is a schematic diagram of a front view structure according to an embodiment of the present utility model;
FIG. 5 is a schematic top view of an embodiment of the present utility model;
FIG. 6 is a schematic diagram of a first connecting plate and a third connecting plate according to an embodiment of the present utility model;
FIG. 7 is a schematic diagram of a second connection board structure according to an embodiment of the present utility model;
FIG. 8 is a schematic diagram of a front view of a second damper according to an embodiment of the present utility model;
FIG. 9 is a schematic diagram of a second damper according to an embodiment of the present utility model;
FIG. 10 is a schematic cross-sectional view of a first damper according to an embodiment of the present utility model;
fig. 11 is a schematic view of a piston body structure according to an embodiment of the present utility model;
fig. 12 is a schematic diagram of an external network structure according to an embodiment of the present utility model;
fig. 13 is a schematic structural diagram of a connection sleeve according to an embodiment of the present utility model;
fig. 14 is a schematic diagram of an intranet structure according to an embodiment of the present utility model;
icon: 1-stand columns; 2-pulling up the rope; 3-upper lateral pull rope; 4-pulling ropes downwards and sideways; 5-a first damper; 51-a first connector; 511-a stepped hole; 512-first connection holes; 52-bolts; 521-annular groove; 53-a piston body; 531-a first seal ring; 532-a first annular projection; 533-via; 534-a second annular protrusion; 535-a second seal ring; 54-a piston rod; 55-a cylinder; 551-an oil filling hole; 56-sealing sleeve; 561-third seal ring; 57-plugging a screw; 58-a second connector; 581-a second connection hole; 59-oil filler pipe; 6-side single ropes; 7-a first connection plate; 8-a second connection plate; 9-a third connecting plate; 10-a second damper; 101-a lower pressing plate; 102-an upper press plate; 103-bolts; 104-a first groove; 105-a second groove; 106-aluminum alloy friction plate; 11-mounting a supporting rope; 111-upper support double ropes; 112-middle reinforcement support single rope; 113-lower support double ropes; 12-an outer network; 121-stainless steel wire; 122-connecting sleeve; 13-intranet; 131-wire; 14-mounting holes.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present utility model more apparent, the technical solutions of the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model, and it is apparent that the described embodiments are some embodiments of the present utility model, but not all embodiments of the present utility model. The components of the embodiments of the present utility model 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 utility model, as presented in the figures, is not intended to limit the scope of the utility model, as claimed, but is merely representative of selected embodiments of the utility model. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
The present utility model will be described in detail with reference to fig. 1 to 14.
Examples
The rigid-flexible damping interception type protection system comprises a plurality of upright posts 1 and a plurality of mounting support ropes 11 arranged on the upright posts 1, wherein an outer net 12 and an inner net 13 are arranged on the mounting support ropes 11, and the upright posts 1 are made of steel pipes filled with supporters;
the upright 1 comprises an end upright and a middle upright, wherein the end upright and the middle upright are connected with at least one upper pull rope 2, the upper pull rope 2 is connected with an upper pull foundation, the end upright is connected with at least one upper lateral pull rope 3, the upper lateral pull rope 3 is connected with an upper pull foundation, the end upright is connected with a lower lateral pull rope 4, and the lower lateral pull rope 4 is connected with a lower pull foundation;
the mounting support rope 11 comprises an upper support double rope 111, a middle reinforcing support single rope 112 and a lower support double rope 113, one rope is connected with an upper side pull foundation after the upper support double rope 111 extends, the other rope is connected with the lower end of the upright column 1, the middle reinforcing support single rope 112 is connected with a middle side pull foundation in a concentrated mode after the middle reinforcing support single rope 112 extends, and the lower support double rope 113 is connected with a bottom side pull foundation in a concentrated mode after the lower support double rope 113 extends.
The upper stay cord 2, the upper lateral stay cord 3, the lower lateral stay cord 4, the upper support double-rope 111, the middle reinforcing support single-rope 112 and the lower support double-rope 113 are connected through a connecting plate fixedly arranged on the upright 1 when being connected with the upright 1, and the connecting plate is provided with a mounting hole 14, so that the stay cord can be fixed on the connecting plate through the wiring of the mounting hole 14. The connecting plates are divided into three shapes, as shown in fig. 6 and 7, the first connecting plate 7 at the top end of the upright 1 and the third connecting plate 9 at the lower end of the upright 1 are two parts cut on the same circular plate, the second connecting plate 8 is semicircular, and the two second connecting plates 8 can form a circular plate. The shape setting of three kinds of connecting plates is convenient for use same kind of circular plate to process the preparation, reduces the extravagant of material simultaneously.
Fig. 1 shows the end posts, fig. 2 shows the reinforcing posts, and fig. 3 shows the middle post. As shown in fig. 4 and 5, a reinforcing upright is required to be arranged between the two end upright at a distance exceeding 100 meters, and a middle upright is arranged between the reinforcing upright and the end upright; the middle upright post is only provided with an upper pull rope 2, the end upright post and the reinforcing upright post are provided with an upper pull rope 2, an upper lateral pull rope 3, a lower lateral pull rope 4 and a mounting support rope 11, and the middle upright post extends and is connected with a ground anchor pulling foundation, and the rigid shock resistance of the whole protection system is ensured by the collocation and use of the three upright posts. In fig. 5 is shown the angle of arrangement of the two ropes, upper pull and lower pull, where α is 45 ° and β is 67 °.
The end stand column and the reinforcing stand column are further provided with side ropes 6, the side ropes 6 are formed by one of the 2 upper supporting ropes extending to a column foot third connecting plate 9 of the end stand column after the back rope clip is locked and fixed and used for connecting and supporting an inner net 13 and an outer net 12, and the function of end blocking is achieved.
The end stand column and the reinforcing stand column are also provided with side single ropes 6, and the side single ropes 6 are also provided with first dampers 5. One end of the side single rope 6 is connected to the third connecting plate 9, the other end passes through the mounting hole 14 on the first connecting plate 7 and is connected with the mounting support rope 11 positioned at the upper end of the upright 1, and the side single rope 6 can absorb a part of impact energy received by the mounting support rope 11, so that the energy absorption and buffering effect of the protective net is improved.
The support is concrete. The concrete adopts ultra-high strength concrete to increase the bending strength and the impact resistance of the steel pipe.
The upper support double-rope 111, the middle reinforcement support single-rope 112 and the lower support double-rope 113 are respectively provided with a first damper 5, each first damper 5 comprises a cylinder 55, a piston rod 54 is movably arranged in each cylinder 55, one end of each piston rod 54 is connected with a piston body 53, the other end of each piston rod 54 extends out of each cylinder 55 and is connected with a second connector 58, one end of each cylinder 55 is connected with a first connector 51, the other end of each cylinder 55 is connected with a sealing sleeve 56 movably sealed and sleeved on each piston rod 54, a bolt 52 is arranged in each first connector 51, and each bolt 52 is in threaded connection with each piston body 53.
The structure of the first damper 5 is as shown in fig. 10 and 11, a bolt 52 with rated load is arranged and connected with the piston body 53, the bolt 52 is stretched and broken beyond the rated load before the piston body 53 moves, so that the damper has a starting load before starting, the damper is prevented from working due to smaller impact force, the bolt 52 is in threaded connection with the piston body 53, when the bolt 52 needs to be replaced after being broken, a shaft part of the bolt 52 is quickly unscrewed by a tool, a new bolt 52 is replaced, the operation is simple and quick, and other parts can be reused.
The second connection head 58 is provided with a second connection hole 581, the first connection head 51 is provided with a first connection hole 512, and the second connection hole 581 and the first connection hole 512 are both fixing holes of a rope. The cavity between the piston body 53 and the sealing sleeve 56 is filled with damping oil, and the cavity leaves a part of the space for accommodating air. After the same rope is cut off at a preset position, one end of the rope is fixedly connected to the second connector 58, the other end of the rope is fixedly connected to the first connector 51, and when impact energy is absorbed, the rope pulls the first connector 51 to enable the piston body 53 to move towards the sealing sleeve 56, so that damping oil and air are compressed to realize flexible protection of the protection structure.
The first coupling head 51 is provided with a stepped hole 511 along the axial direction of the cylinder 55, and the bolt 52 is movably disposed in the stepped hole 511, and the head size of the bolt 52 is larger than the smallest hole size of the stepped hole 511. The stepped hole 511 is provided, so that the bolt 52 only needs to be connected with the piston body 53, and when the bolt 52 is broken and taken out, the head of the bolt 52 can be conveniently taken out from the stepped hole 511.
An annular groove 521 is circumferentially arranged on the shaft of the bolt 52. In order to avoid the problem that the protection net is damaged because the force required for breaking the bolt 52 is too large and damping energy absorption work is not performed, an annular groove 521 is arranged on the rod body of the bolt 52, so that the bolt 52 is convenient to break. The annular groove 521 is best provided at the junction of the head of the bolt 52 and the shaft, where the length of the bolt 52 required is the shortest. The head of the bolt 52 is provided with an internal hexagonal hole, which facilitates screwing the bolt 52 by using a tool.
The piston body 53 is provided with at least two first annular protruding portions 532 arranged at intervals, the first annular protruding portions 532 are sleeved with first sealing rings 531, the first annular protruding portions 532 are provided with a plurality of through holes 533, and the number of the through holes 533 of each first annular protruding portion 532 is sequentially increased along the movement direction of the piston body 53. The first annular protrusion 532 is provided with two, and the number of the through holes 533 is set to 8 and 4, respectively, which can satisfy the basic requirement of the protection net.
Through the arrangement of the plurality of first annular protruding parts 532 with the through holes 533, the number of the through holes 533 is sequentially increased, so that air and damping oil sequentially pass through the first annular protruding parts 532 from the through holes 533 in the moving process of the piston body 53 to the sealing sleeve 56, the moving process of the air and the damping oil plays a role in absorbing energy, and the moving speed of the damping oil is changed due to the difference of the number of the through holes 533, so that the multistage energy absorption effect is realized.
The piston body 53 is further provided with a second annular protrusion 534, the second annular protrusion 534 is located at one side, far away from the sealing sleeve 56, of the first annular protrusion 532 with the least number of through holes 533, and the second annular protrusion 534 is sleeved with a second sealing ring 535. The second seal ring 535 is arranged to form a closed space between the second annular protruding part 534 and the seal sleeve 56, and after the second annular protruding part 534 moves downwards, the closed space is instantaneously compressed and acts on air and damping oil in the closed space to generate damping and absorb energy; the piston body 53 continues to compress the air and damping oil in the cavity, forcing the air and damping oil to escape (escape) from the second gasket 535 toward the first connector 51 outside the piston body 53, and again absorbing energy during the passage of the air and damping oil through the second gasket 535.
The side wall of the cylinder 55 is provided with an oil filling hole 551, an oil filling pipe 59 is covered on the oil filling hole 551, the oil filling pipe 59 is connected with a blocking screw 57 in a threaded manner, and a sealing gasket is movably sleeved on the blocking screw 57. By providing the oil filler hole 551 and the oil filler pipe 59, damping oil in the cylinder 55 can be replenished, and normal operation of the damper can be ensured.
The sealing sleeve 56 comprises a third sealing ring 561 arranged on the inner side, the third sealing ring 561 being provided with at least two. The second annular protrusion 534 is sleeved with a second sealing ring 535, and when the second annular protrusion 534 extrudes damping oil, two layers of sealing rings are arranged at the sealing sleeve 56 in order to prevent the damping oil from flowing out of the sealing sleeve 56.
The piston rod 54 is screwed to the piston body 53 and the second connector 58 at both ends, the sealing sleeve 56 is screwed to the cylinder 55, and the first connector 51 is screwed to the cylinder 55. After the structure adopts threaded connection, the structure is convenient to replace.
The mounting support rope 11 is provided with a second damper 10, the second damper 10 comprises an upper pressing plate 102 and a lower pressing plate 101 detachably connected with the upper pressing plate 102, at least two first grooves 104 are formed in two sides of the upper pressing plate 102 along the length direction of the upper pressing plate 102, a second groove 105 corresponding to the first grooves 104 is formed in the lower pressing plate 101, and aluminum alloy friction plates 106 are clamped in the first grooves 104 and the second grooves 105. .
As shown in fig. 8, the single rope in the mounting support rope 11 is clamped by the upper and lower pressing plates 102 and 101, and the mounting support rope 11 moves to rub against the upper and lower pressing plates 102 and 101 after being impacted, so that impact energy is absorbed. And the upper and lower pressing plates 102 and 101 are detachably connected, so that the second damper 10 can be quickly detached and installed after being damaged, and the replacement time of the second damper is reduced.
The aluminum alloy friction plate 106 can be arranged into a semicircular arc shape, and the semicircular arc shape can be better attached to the surface of the mounting support rope 11, so that the friction energy absorption effect is ensured. The aluminum alloy friction plate 106 of aluminum alloy material is lower than the hardness of the steel wire material of the mounting support rope 11, can effectively reduce the abrasion of the mounting support rope 11 in the motion process, and at the moment, the upper pressing plate 2 and the lower pressing plate 1 can be made of impact-resistant, high-strength and corrosion-resistant materials so as to realize the recycling of the upper pressing plate 2 and the lower pressing plate 1.
The upper pressing plate 102 is provided with at least two bolts 103, and the bolts 103 penetrate through between the first grooves 104 on two sides of the upper pressing plate 102 and are in threaded connection with the lower pressing plate 101. At least two bolts 103 can prevent relative rotation between the upper pressing plate 102 and the lower pressing plate 101, and the bolts 103 are used for connection, so that the disassembly and the installation are convenient.
The outer net 12 comprises a plurality of stainless steel wires 121 which are arranged along the S shape of the horizontal direction, the stainless steel wires 121 comprise a plurality of upper protruding parts and lower protruding parts, the upper protruding parts of the stainless steel wires 121 are wound on the lower protruding parts of the adjacent stainless steel wires 121 above, the two ends of the stainless steel wires 121 are detachably connected with connecting sleeves 122, and the stainless steel wires 121 are detachably connected with the adjacent stainless steel wires 121 through the connecting sleeves 122.
As shown in fig. 12, the stainless steel wires 121 are horizontally S-shaped, and the stainless steel wires 121 and the adjacent upper and lower stainless steel wires 121 are mutually wound and tensioned to form a structure of the outer net 12, so that the stainless steel wires 121 in the outer net are conveniently taken out and installed; the two ends of the stainless steel wire 121 are detachably connected with the connecting sleeve 122, and when the outer net is assembled, the connecting sleeve 122 is only required to be connected with the two ends of the wound stainless steel wire 121, so that the production and assembly time can be reduced; when the stainless steel wire 121 is replaced, the damaged stainless steel wire 121 can be extracted and replaced after the connecting sleeve 122 is disassembled, so that the time for replacing the damaged stainless steel wire 121 is reduced.
The inner wall of one end of the connecting sleeve 122 is provided with a positive thread, the inner wall of the other end of the connecting sleeve 122 is provided with a negative thread, and the end of the stainless steel wire 121 is provided with a thread matched with the connecting sleeve 122. As shown in fig. 13, the connecting sleeve 122 is in threaded connection with the end of the stainless steel wire 121 through positive and negative threads, and the rotating connecting sleeve 122 can screw up and unscrew the two stainless steel wires 121 simultaneously, so that the stainless steel wires 121 can be conveniently installed and dismounted.
As shown in fig. 14, the inner net 13 includes a plurality of wires 131, the wires 131 are wound together to form a plurality of closely arranged regular hexagonal frames, two sides of the regular hexagonal frames are wound, and the wound parts are wound to form five protruding parts. The metal wire 131 is made of stainless steel, the stainless steel has better rust resistance, so that the service life of the whole internal net 13 is prolonged, and compared with steel wires plated with rust resistance materials, the stainless steel wires are easy to fall off due to processing deformation and surface abrasion, and the rust resistance is not reduced due to the processing deformation and the surface abrasion. The inner net 13 is arranged to be of a regular hexagon structure, and the two sides of the regular hexagon are hinged to form five twisting patterns, so that the tensile strength of the inner net 13 is increased.
The above is only a preferred embodiment of the present utility model, and is not intended to limit the present utility model, but various modifications and variations can be made to the present utility model by those skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model should be included in the protection scope of the present utility model.
Claims (9)
1. The rigid-flexible damping interception type protection system comprises a plurality of upright posts (1) and a plurality of mounting support ropes (11) arranged on the upright posts (1), wherein an outer net (12) and an inner net (13) are arranged on the mounting support ropes (11), and the rigid-flexible damping interception type protection system is characterized in that the upright posts (1) are made of steel pipes filled with supporters;
the vertical column (1) comprises an end vertical column and a middle vertical column, wherein the end vertical column and the middle vertical column are connected with at least one upper pull rope (2), the upper pull rope (2) is connected with an upper pull foundation, the end vertical column is connected with at least one upper lateral pull rope (3), the upper lateral pull rope (3) is connected with an upper lateral pull foundation, the end vertical column is connected with a lower lateral pull rope (4), and the lower lateral pull rope (4) is connected with a lower lateral pull foundation;
the mounting support rope (11) comprises an upper support double rope (111), a middle reinforcing support single rope (112) and a lower support double rope (113), wherein one rope is connected with an upper side pull foundation after the upper support double rope (111) extends, the other rope is connected with the lower end of the upright column (1), the middle reinforcing support single rope (112) is connected with a middle side pull foundation in a concentrated mode after the middle reinforcing support single rope (112) extends, and the lower support double rope (113) is connected with a bottom side pull foundation in a concentrated mode after the lower support double rope (113) extends.
2. The rigid flexible damped interception type protection system of claim 1 wherein said support is concrete.
3. The rigid flexible damping interception type protection system according to claim 1, wherein the upper support double ropes (111), the middle reinforcement support single ropes (112) and the lower support double ropes (113) are respectively provided with a first damper (5), the first damper (5) comprises a cylinder body (55), a piston rod (54) is movably arranged in the cylinder body (55), one end of the piston rod (54) is connected with a piston body (53), the other end of the piston rod (54) extends out of the cylinder body (55) and is connected with a second connector (58), one end of the cylinder body (55) is connected with a first connector (51), the other end of the cylinder body (55) is connected with a sealing sleeve (56) movably arranged on the piston rod (54), a bolt (52) is arranged in the first connector (51), and the bolt (52) is in threaded connection with the piston body (53).
4. A rigid flexible damping interception type protection system according to claim 3, wherein an annular groove (521) is provided on the shaft of the bolt (52) in a circumferential direction.
5. A rigid flexible damping interception type protection system according to claim 3, wherein at least two first annular protruding parts (532) are arranged on the piston body (53) at intervals, a first sealing ring (531) is sleeved on the first annular protruding parts (532), a plurality of through holes (533) are formed in the first annular protruding parts (532), and the number of the through holes (533) of each first annular protruding part (532) is increased in sequence along the movement direction of the piston body (53).
6. The rigid flexible damping interception type protection system according to claim 5, wherein a second annular protruding portion (534) is further arranged on the piston body (53), the second annular protruding portion (534) is located on one side, away from the sealing sleeve (56), of the first annular protruding portion (532) with the smallest number of through holes (533), and a second sealing ring (535) is sleeved on the second annular protruding portion (534).
7. The rigid-flexible damping interception type protection system according to claim 1, wherein a second damper (10) is arranged on the mounting support rope (11), the second damper (10) comprises an upper pressing plate (102) and a lower pressing plate (101) detachably connected with the upper pressing plate (102), at least two first grooves (104) are formed in two sides of the upper pressing plate (102) along the length direction of the upper pressing plate (102), second grooves (105) corresponding to the first grooves (104) are formed in the lower pressing plate (101), and aluminum alloy friction plates (106) are clamped in the first grooves (104) and the second grooves (105).
8. The rigid flexible damping interception type protection system according to claim 1, wherein the outer net (12) comprises a plurality of stainless steel wires (121) which are arranged along the S shape of the horizontal direction, the stainless steel wires (121) comprise a plurality of upper protruding parts and lower protruding parts, the upper protruding parts of the stainless steel wires (121) are wound on the lower protruding parts of the upper adjacent stainless steel wires (121), two ends of the stainless steel wires (121) are detachably connected with connecting sleeves (122), and the stainless steel wires (121) are detachably connected with the adjacent stainless steel wires (121) through the connecting sleeves (122).
9. The rigid flexible damping interception type protection system according to claim 8, wherein one end inner wall of the connecting sleeve (122) is provided with a positive thread, the other end inner wall of the connecting sleeve (122) is provided with a reverse thread, and the end part of the stainless steel wire (121) is provided with a thread matched with the connecting sleeve (122).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202320224927.8U CN219100094U (en) | 2023-02-15 | 2023-02-15 | Rigid-flexible damping interception type protection system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202320224927.8U CN219100094U (en) | 2023-02-15 | 2023-02-15 | Rigid-flexible damping interception type protection system |
Publications (1)
Publication Number | Publication Date |
---|---|
CN219100094U true CN219100094U (en) | 2023-05-30 |
Family
ID=86464196
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202320224927.8U Active CN219100094U (en) | 2023-02-15 | 2023-02-15 | Rigid-flexible damping interception type protection system |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN219100094U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN117868159A (en) * | 2023-02-15 | 2024-04-12 | 四川轩辕志建筑工程有限公司 | Rigid-flexible damping interception type protection system |
-
2023
- 2023-02-15 CN CN202320224927.8U patent/CN219100094U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN117868159A (en) * | 2023-02-15 | 2024-04-12 | 四川轩辕志建筑工程有限公司 | Rigid-flexible damping interception type protection system |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN108442569B (en) | Function-recoverable energy consumption reinforced concrete shear wall and construction method thereof | |
CN219100094U (en) | Rigid-flexible damping interception type protection system | |
CN102400500A (en) | Buckling restrained brace with tension interval protection member | |
FI77085C (en) | RYMDFACKVERKSKONSTRUKTION. | |
CN209779991U (en) | Ring radial string structure top | |
CN108060718A (en) | A kind of detachable assembling type column and basic ductility joint connection mode | |
CN117868159A (en) | Rigid-flexible damping interception type protection system | |
CN219197985U (en) | Slope protection buffering energy dissipation damper | |
CN110966030B (en) | Extensible anchor rod and recoverable anchor rod device with multistage stress and displacement control | |
CN102409809A (en) | Concrete-filled steel tube column provided with soft steel bushing and embedded with high-tenacity material and manufacturing method thereof | |
CN211777349U (en) | Sieve tube convenient to connect and dismantle | |
CN206720641U (en) | A kind of Novel road bridge steel strand tension jack | |
CN102409756A (en) | Steel tube concrete frame inbuilt steel plate core cylinder with soft steel sleeves at bottom and producing method of steel tube concrete frame inbuilt steel plate core cylinder | |
CN112627014A (en) | Stiffening longitudinal beam structure for enhancing robustness of suspended bridge system of through arch bridge and construction method thereof | |
CN210947135U (en) | Composite member connected by bolt-ball joints | |
CN218816425U (en) | Rigid-flexible damping arch open cut tunnel protection system | |
CN113430922A (en) | Concrete-filled steel tube pier with corrugated sleeve and resettable double-column pier and construction method thereof | |
CN218670361U (en) | Friction damper | |
CN110761318A (en) | Self-adjusting multilayer partial pressure prestressed anchor bolt fan tower foundation | |
CN107542279B (en) | Wood beam reinforcing structure | |
CN114234694B (en) | Anti-impact baffle plate of chloromethane waste heat recovery device | |
CN115788489A (en) | Rigid-flexible damping arch open cut tunnel protection system | |
CN206512623U (en) | A kind of railway line affiliated facility | |
CN110735444A (en) | vertical anchor self-protection type fan foundation and construction method thereof | |
CN215210470U (en) | Stiffening longitudinal beam structure for enhancing robustness of suspended bridge system of through arch bridge |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CP01 | Change in the name or title of a patent holder | ||
CP01 | Change in the name or title of a patent holder |
Address after: Room 6, Floor 9, Building 3, No. 2, Xingsheng West Road, Jinniu High-tech Industrial Park, Chengdu, Sichuan 610037 Patentee after: Sichuan Xuanyuanzhi Technology Co.,Ltd. Address before: Room 6, Floor 9, Building 3, No. 2, Xingsheng West Road, Jinniu High-tech Industrial Park, Chengdu, Sichuan 610037 Patentee before: Sichuan Xuanyuanzhi Construction Engineering Co.,Ltd. |