CN212452702U - Three-dimensional netted reinforced band flexible retaining structure that can assemble - Google Patents

Three-dimensional netted reinforced band flexible retaining structure that can assemble Download PDF

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Publication number
CN212452702U
CN212452702U CN202021240057.6U CN202021240057U CN212452702U CN 212452702 U CN212452702 U CN 212452702U CN 202021240057 U CN202021240057 U CN 202021240057U CN 212452702 U CN212452702 U CN 212452702U
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panel
dimensional
retaining structure
flexible retaining
reinforced
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杨晓华
李�浩
杨涵晞
李嘉璐
吴昊
尹培杰
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Changan University
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Changan University
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Abstract

The utility model discloses a three-dimensional netted rib area that can assemble flexible retaining structure, the main part includes the panel and adds the rib area, around the panel, arrange from top to bottom, add the rib area on every panel simultaneously and also set up from top to bottom, each adds the rib area and comprises a plurality of reinforcement unit, add the rectangular area that the rib unit passes through wavy and connect to form, finally form three-dimensional netted structure's the rib area that adds, this structure adds cement stabilization gravel or certain proportion's lime-soil in netted rib area when using, form semi-rigid basis. This structure has realized the lightweight of retaining structure thing, and can adapt to multiple geological conditions, according to local conditions, quick construction.

Description

Three-dimensional netted reinforced band flexible retaining structure that can assemble
[ technical field ] A method for producing a semiconductor device
The utility model belongs to the technical field of the civil construction, in particular to three-dimensional netted reinforced band flexible retaining structure that can assemble.
[ background of the invention ]
In the highway and railway roadbed engineering, the supporting and retaining structure mainly has the functions of bearing lateral soil pressure and supporting and reinforcing a rock-soil body, so that the rock-soil body is prevented from collapsing and is kept stable. The method is widely applied to stabilizing embankments, cutting cuts, tunnel portals and roadbed slopes at two ends of bridges, and is an important component in geotechnical engineering.
Common traditional retaining structure thing has gravity type retaining wall, cantilever type retaining wall, weighing type retaining wall etc.. The gravity retaining wall is developed earlier, the self stability is kept by using the weight of the wall body, and the multi-purpose mortar sheet (block) stone is built. However, the wall body has a large cross section and a large number of masonry, so that the requirement on the bearing capacity of the foundation is high, the construction on a weak foundation is not suitable, and the height of the wall body is generally below 8 m. The balance weight type retaining wall utilizes the filled soil on the balance weight platform and the gravity center of the whole wall to move backwards so as to increase the stability of the wall body and reduce the section size. The wall has steep chest and inclined lower wall back, so that the wall height can be reduced and foundation excavation can be reduced. The method is suitable for the shoulder wall in mountainous areas and steep ground transverse slopes, and can also be used for cutting walls or embankment walls. The cantilever type retaining wall is made of reinforced concrete materials and consists of three parts, namely a vertical wall, a wall toe plate and a wall heel plate; the section size is smaller. The bending moment of the lower part of the force arm is large when the wall is high, and the consumption of steel bars is large. Is suitable for areas lacking stones and areas with retaining wall height not more than 6 m. These retaining walls are rigid retaining walls, and although they can prevent the movement of the soil behind the wall well, the retaining wall structure itself is heavy, the masonry amount is large, the requirement for the bearing capacity of the foundation is high, and the retaining wall cannot be planted and green, and is not suitable for areas lacking stone.
[ Utility model ] content
An object of the utility model is to overcome above-mentioned prior art's shortcoming, provide a three-dimensional netted reinforced band flexible retaining structure that can assemble to solve traditional masonry retaining structure thing from great, construction speed slow, masonry is in large quantity, require high and can not plant the problem of grass afforestation to the ground bearing capacity.
In order to achieve the above purpose, the utility model adopts the following technical scheme to realize:
the utility model provides a three-dimensional netted reinforced band flexible retaining structure that can assemble, includes: a panel and a three-dimensional mesh reinforcement belt; the panel comprises a rear panel and a front panel which are fixedly connected and have the same structure, the rear panel is arranged right in front of the front panel, and the height of the rear panel is higher than that of the front panel; the rear panel is fixedly connected with two three-dimensional reticular reinforced belts which are aligned and stacked up and down, and the front panel is fixedly connected with two three-dimensional reticular reinforced belts which are aligned and stacked up and down;
the three-dimensional mesh reinforcement belt comprises a plurality of reinforcement units, each reinforcement unit comprises two long strips which are symmetrically arranged, and the long strips are wavy; the wave crests of the two symmetrical long strips are oppositely arranged, and the wave troughs are fixedly connected; the length direction of the reinforcement units is perpendicular to the panel, the reinforcement units are arranged along the length direction of the panel, and the wave crests of the respective strip bands of the two adjacent reinforcement units are fixedly connected;
the lower three-dimensional reticular reinforced belt on the rear panel is contacted with the upper three-dimensional reticular reinforced belt on the front panel;
when adjacent retaining structure arranges and arranges, adjacent panel and panel are connected, and adjacent three-dimensional netted reinforced band is connected with three-dimensional netted reinforced band.
The utility model discloses a further improvement lies in:
preferably, the rear panels adjacent to the side edges are connected by the pillars, and the front panels adjacent to the side edges are connected by the pillars.
Preferably, the upper end of the upright post is flush with the panel, and the lower end of the upright post exceeds the lower end of the panel; the both sides of stand are seted up the board groove along its length direction, and the panel inserts in the board groove.
Preferably, the panel and the upright post are made of perlite fiber cement.
Preferably, the rear panel and the front panel are connected by a second connecting member, which includes a bolt and a nut.
Preferably, in the horizontal direction, the adjacent three-dimensional net-shaped reinforced belts are connected through plastic screws.
Preferably, the front end of each reinforcement unit is provided with holes arranged in the vertical direction, a first connecting piece is fixedly inserted into the panel, and the hole in one reinforcement unit is connected with the first connecting piece through a bolt.
Preferably, the first connecting piece comprises a round cap and a connecting hole, the round cap is connected with the connecting hole through two parallel connecting rods, a gap is formed between the two connecting rods, and the two connecting rods are respectively connected with two sides of the connecting hole; the connecting hole is provided with a through hole penetrating through the upper surface and the lower surface.
Preferably, the round cap is provided with a notch.
Preferably, the long strip is provided with an embossing on a side surface thereof.
Compared with the prior art, the utility model discloses following beneficial effect has:
the utility model discloses a three-dimensional netted rib area that can assemble flexible retaining structure, the main part includes the panel and adds the rib area, around the panel, arrange from top to bottom, add the rib area on every panel simultaneously and also set up from top to bottom, each adds the rib area and comprises a plurality of reinforcement unit, add the rectangular area that the rib unit passes through wavy and connect to form, finally form three-dimensional netted structure's the rib area that adds, this structure adds cement stabilization gravel or certain proportion's lime-soil in netted rib area when using, form semi-rigid basis. This structure has realized the lightweight of retaining structure thing, and can adapt to multiple geological conditions, according to local conditions, quick construction. The utility model discloses not only solved traditional retaining structure masonry big, the dead weight is big, require high not enough to the ground bearing capacity, still solved the ageing problem of the three-dimensional netted muscle area that adds in the outside. And the utility model discloses compare traditional masonry retaining structure thing, allow certain deformation, be convenient for release certain soil pressure, can slow down local stress concentration phenomenon to can be according to the design requirement adjustment slope rate, easy and simple to handle, the construction progress is fast, can also plant the grass afforestation, has satisfied ecological civilized construction's needs. When in construction, the soil is paved, filled and compacted layer by layer from bottom to top, so that the soil-retaining structure with strong lateral constraint force and certain rigidity is formed.
Further, connect through the stand between the adjacent panel, the back is connected to panel and stand, is located the outside of three-dimensional netted muscle area that adds, can prevent that three-dimensional netted muscle area that adds from directly exposing and cause ageing outward, and the panel has the drainage function.
Furthermore, the height of the upright post is higher than that of the panel, so that a part of the upright post can be inserted into the soil to keep the stability of the upright post, and the stability of the panel is further ensured.
Further, the panel and the stand adopt fiber cement materials to make the panel, have greatly saved the cement quantity, make the panel is lighter, and the transportation installation is more swift, has promoted work efficiency.
Furthermore, the rear panel and the front panel are connected through bolts and nuts, and the change of different slope rates of the structure can be realized according to different lengths of the bolts inserted into the panel, so that the requirements of different projects are met.
Furthermore, the adjacent reinforced bands are connected through plastic screws, so that the connection relation between the adjacent reinforced bands is enhanced.
Furthermore, panel and reinforcement unit carry out through connection through the bolt, strengthen the relation of connection between the two, the connected mode of bolt is applicable to the reinforced area that piles up and connects simultaneously and the panel is connected.
Further, the second connecting piece makes the second connecting piece can clamp on the panel through the round cap, and the connecting rod passes the panel and makes the connecting hole can align with the hole unit that adds the muscle unit, and the bolt can pass the hole and the connecting hole that add the muscle unit.
Furthermore, the upper part of the round cap is provided with a notch for draining water.
Further, the side surface of the strip is provided with an embossing to increase the friction with the filler.
[ description of the drawings ]
FIG. 1-1 is a schematic view of the overall structure of the present invention;
FIG. 2-1 is a top view of the overall structure of the present invention;
2-2 is a side view of the overall structure of the present invention;
FIG. 3-1 is a front view of the faceplate of the present invention;
fig. 3-2 is a top view of the panel of the present invention;
FIG. 4-1 is a front view of the column of the present invention;
fig. 4-2 is a top view of the stand column of the present invention;
fig. 5-1 is a front view of a first connector of the present invention;
fig. 5-2 is a top view of a first connector of the present invention;
FIG. 6-1 is a front view of a second connector of the present invention;
fig. 6-2 is a side view of a second connector of the present invention;
fig. 7-1 is a top view of a layer of reinforced belt of the present invention.
Wherein: 1-a panel; 2, upright posts; 3-a first connecting piece; 4-a second connector; 5-three-dimensional net-shaped reinforced belts; 6-holes; 7-plastic screws; 8-a rear panel; 9-a front panel; 10-a circular hole; 11-plate groove; 12-a reinforcement unit; 13-long strips; 14-round cap; 15-a connecting rod; 16-connecting holes; 17-incision; 18-connecting hole.
[ detailed description ] embodiments
The present invention will be described in further detail with reference to the accompanying drawings:
in the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention; the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance; furthermore, unless expressly stated or limited otherwise, the terms "mounted," "connected," and "connected" are to be construed broadly and encompass, for example, both fixed and removable connections; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
As shown in the accompanying drawings 1-1, the utility model discloses a three-dimensional netted reinforced band flexible retaining structure that can assemble, including panel 1, stand 2, as panel 1 with three-dimensional netted first connecting piece 3 of reinforcing band 5 connecting piece, as around the second connecting piece 4 of two adjacent panel 1 connecting pieces, reinforcing band 5, hole 6 and plastics screw 7.
Referring to fig. 1-1, 2-1 and 2-2, the panel 1 comprises a rear panel 8 and a front panel 9 fixedly connected. Referring to fig. 3-1 and 3-2, the panels 1 are made of perlite fiber cement and are formed by vacuum extrusion, each panel 1 is provided with a plurality of circular holes 10, the circular holes 10 are distributed on the panel in a rectangular array, preferably, each panel 1 is provided with two rows of circular holes 10, the adjacent circular holes 10 in each row are arranged in equal intervals, the circular holes 10 in the upper row and the lower row are arranged in an aligned manner, and the circular holes 10 in the two rows correspond to the reinforced belts 5 in the two rows; referring to fig. 4-1 and 4-2, two sides of two adjacent panels 1 in the same row are fixedly provided with upright columns 2, the height of each upright column 2 is higher than that of the panel 1, the upper ends of the upright columns 2 are flush with the upper ends of the panels 1, the lower ends of the upright columns exceed the lower ends of the panels 1, the upright columns 2 are made of perlite fiber cement, the cross sections of the upright columns are in an I shape, each upright column 2 comprises two parallel cross beams and a vertical beam fixedly connected with the two cross beams, the two cross beams are equal in length, two ends of each vertical beam are fixedly connected with the middle positions of the cross beams respectively, and the three beams of each upright column 2 are integrally connected; seen from the direction of the cross section, because the width of the vertical beam is smaller than the length of the cross beam, plate grooves 11 penetrating through the upper end face and the lower end face of the vertical column 2 are formed in two side walls of the vertical column 2 and used for lateral connection and fixation of the panels 1, the two sides of each vertical column 2 are respectively fixedly connected with one panel 1, and the side faces of the panels 1 are inserted into the plate grooves 11.
Referring to fig. 6-1 and 6-2, the rear panel 8 is higher than the front panel 9, the rear panel 8 is connected with the front panel 9 through the first connecting piece 4, the first connecting piece 4 comprises a long bolt and a nut which are matched with each other, and the change of different slope rates of the structure can be realized according to different lengths of the bolt inserted into the panel so as to meet the requirements of different projects. The first connecting piece 4 fixes the two back panels 8 and the front panel 9 on the same horizontal plane, so that the problem of linear unevenness of the panels can be effectively solved, and the integrity between the panels is enhanced. Each panel 1 is provided with a connecting hole 18, preferably, one panel 1 is provided with four connecting holes 18, every two connecting holes are arranged at two side edges of the panel 1, the connecting holes 18 at the same side are arranged in an aligned mode, and the connecting holes 18 at the same row are arranged in an aligned mode; since the rear panel 8 is higher than the front panel 9, when the rear panel 8 and the front panel 9 are coupled, the two coupling holes 18 of the lower portion of the rear panel 8 and the two coupling holes 18 of the upper portion of the front panel 9 are coupled by the first coupling member 4, respectively.
Referring to fig. 2-1 and 7-1, two layers of three-dimensional net-shaped reinforced belts 5 which are arranged in an aligned manner are fixedly connected to each panel 1, each three-dimensional net-shaped reinforced belt 5 is formed by a plurality of reinforced units 12 in an array, adjacent reinforced units 12 are arranged in the same manner and are integrally connected, each reinforced unit 12 comprises two symmetrically arranged long belts 19, and the long belts 139 are wavy; the wave crests of the two symmetrical long strips 19 are oppositely arranged, and the wave troughs are fixedly connected; the length direction of the reinforcement units 12 is perpendicular to the panel 1, the reinforcement units 12 are arranged in the length direction of the panel 1, and the wave crests of the long strips 13 of the two adjacent reinforcement units 12 are fixedly connected; because of the material characteristics of the long strips 13, the long strips 13 are made of soft materials and can be unfolded and closed, the long strips 13 are long when not unfolded, and a lantern-shaped hollow structure is formed between the two long strips 13 after unfolding, specifically, the two parts of the two long strips 13 which are fixedly connected are integrally connected, so that when one reinforcement unit 12 is unfolded, the reinforcement unit is in a string of lantern shapes; the material of each long strip 13 is High Density Polyethylene (HDPE), and the side surface of each long strip 13 is printed with patterns to increase the friction force between the long strips and the filler; the end part of each three-dimensional netted reinforcing strip 5 connected with the panel 1 is set to be the front end part, the end part of each reinforcing unit 12 facing outwards is the rear end part, the front end of each reinforcing unit 12 is fixedly provided with a row of vertically arranged holes 6, and the reinforcing units 12 can be fixedly connected with the panel 1 through the row of holes 6. And because the three-dimensional netted reinforcing band 5 comprises a plurality of arrayed reinforcing units 12, the front end of each reinforcing unit 12 is provided with a plurality of vertically arranged holes 6, and the whole three-dimensional netted reinforcing band 5 can be fixedly arranged on the panel 1 through the holes 6. The rear end of each reinforcement unit 12 is fixedly connected with the rear ends of the two long strips 13, and the corresponding rear end can also be provided with a hole 6.
On the horizontal plane, along the length direction of panel 1, through ultrasonic welding connection between the adjacent rectangular strip 13, no matter two adjacent rectangular strip 13 belong to one and add muscle unit 12, as long as the junction of crest or trough, just through welded connection between two adjacent rectangular strip 13, in the work progress, the filler is installed in the hollow structure of "lantern form".
When two adjacent reinforced units 12 belong to different panels 1 respectively, the two panels 1 are connected through the upright post 2, the two reinforced units are fixedly connected through the plastic screw 7, a reserved hole is reserved on the reinforced unit 12 for inserting the plastic screw 7 to be fixedly connected at the position where one reinforced unit 12 is connected with the other reinforced unit 12, and the plastic screw 7 consists of a bolt and a nut. When in connection, the bolt is inserted into the hole of the three-dimensional reticular reinforced belt, and the other end of the bolt is screwed by the nut.
Along the height direction, the reinforcement units 12 are aligned and stacked, the reinforcement units 12 adjacent to each other up and down are fixedly connected through anchor bolts, and the anchor bolts penetrate through each panel 1 and are stacked with two layers of reinforcement units 12; by the array arrangement, the reinforcing ribs 12 form a neat three-dimensional net-shaped reinforcing strip 5.
Each panel 1 is connected with a three-dimensional reticular reinforced band 5 through a second connecting piece 8, and referring to fig. 5-1 and 5-2, the second connecting piece 8 is in an umbrella shape and comprises a round cap 14, two connecting rods 15 and a connecting hole 16 which are integrally connected. The outer end face of the round cap 14 is a spherical surface protruding outwards, the inner end face is a plane, the inner end faces of the two connecting rods 15 are integrally connected, the outer ends of the connecting rods 15 are respectively connected with two sides of the connecting hole 16, the two connecting rods 15 are not in contact, through holes penetrating up and down are formed in the connecting hole 16, and the cross section of each through hole of the connecting hole 16 is circular. The upper part of the round cap 14 is provided with a notch 17 for draining water; because there is the gap between two connecting rods 15, fill in the lid gap and have the filter pulp, can ensure that the inside soil body of structure can not discharge along with water.
During assembly, the round cap 14 is clamped on the outer side of the panel 1 to play a fixing role, the connecting part 15 and the connecting hole 16 penetrate through the round hole 10 in the panel 1, the bolt penetrates through the hole 6 and the connecting hole 16 from top to bottom to enable the three-dimensional net-shaped reinforced belt 5 to be connected with the panel 1, and the same bolt penetrates through the holes of the upper reinforced belt 5 and the lower reinforced belt 5. Therefore, the number of the circular holes 10, the number of the second connecting members 8, and the number of the front end surface holes 6 on the reinforcing band 5 are matched.
The reinforced belt 5 is filled with filler to prevent the soil body at the rear part of the structure from collapsing, sliding and destabilizing. The whole supporting and retaining structure is located at the bottom of the flexible supporting and retaining structure, namely, the underground part of the flexible supporting and retaining structure system, the common material of the foundation is cement stabilized gravel or soil ash with a certain proportion, a semi-rigid foundation is formed, and the construction of the upper structure can be carried out after the strength requirement is met. The flexible retaining structure usually requires a foundation to be made for dispersing the pressure of the superstructure to the foundation. The foundation is a semi-rigid foundation and the material is usually cement stabilized gravel or lime soil.
The utility model discloses a three-dimensional netted reinforced band flexible retaining structure that can assemble, as shown in figure 1-1, panel 1 is located wholly flexible retaining structure's outside is protected three-dimensional netted reinforced band is avoided sunshine to penetrate directly and other destruction, has increased three-dimensional netted durability that adds the muscle area, simultaneously, orderly panel 1 makes flexible retaining structure is more pleasing to the eye. The panel is made of the fiber cement material, so that the cement consumption is greatly saved, the panel is lighter, the transportation and the installation are quicker, and the working efficiency is improved. The panel 1 is stabilized in front of the three-dimensional mesh reinforcement strip by the upright column 2, as shown in fig. 4-2, the upright column 2 is provided with a plate groove 11 for the panel to be inserted, the upright column 2 needs to be inserted into a part of the soil to keep the stability of the upright column, but the height of the part exposed out of the ground is the same as that of the panel 1. Because the flexible supporting and blocking structures are overlapped layer by layer, when the panel 1 is installed, the panel 1 can be installed only after filling soil at the bottom of the panel 1 is leveled, and the bottom of the panel is ensured to be positioned on the same horizontal line, so that the installed panel can be beautiful and neat in line shape.
During installation, after the first connecting piece 3 is inserted, the first connecting piece 3 is fixedly connected with the holes 6 on the three-dimensional reticular reinforced belts 5 by using the bolts, then the three-dimensional reticular reinforced belts 5 are gradually unfolded and fixed by using the anchors from top to bottom until the whole layer of the three-dimensional reticular reinforced belts 5 are completely unfolded and fixed, then the three-dimensional reticular reinforced belts of the second layer are installed, and then the reticular structures in the unfolded three-dimensional reticular reinforced belts 5 are filled with fillers and compacted; the panel is provided with smaller holes at four corners for inserting the panel and the panel connecting piece. The distance between panel and the panel can be adjusted, can whole adjustment like this the slope rate of flexible retaining structure, panel and panel connecting piece are plastics long screw, and it is simple and convenient to use, and the construction speed is fast. As shown in the attached figure 6-1, the transportation is convenient and the construction process is simple.
In the present invention, the parts are connected to each other to form a stable whole, as shown in fig. 1-1. It is exactly the above the utility model discloses a basic principle, leading features and advantage, the utility model discloses simple structure, the range of application is wide to it is fast to have the construction speed, conveniently deposits and advantages such as transportation, has brought a lot of advantages for the construction, makes construction quality higher, and speed is faster.
The above description is only a preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims (10)

1. The utility model provides a three-dimensional netted reinforced band flexible retaining structure that can assemble which characterized in that includes: a panel (1) and a three-dimensional net-shaped reinforcing band (5); the panel (1) comprises a rear panel (8) and a front panel (9) which are fixedly connected and have the same structure, the rear panel (8) is arranged right in front of the front panel (9), and the height of the rear panel (8) is higher than that of the front panel (9); the rear panel (8) is fixedly connected with two three-dimensional reticular reinforced belts (5) which are aligned and stacked up and down, and the front panel (9) is fixedly connected with two three-dimensional reticular reinforced belts (5) which are aligned and stacked up and down;
the three-dimensional reticular reinforced belt (5) comprises a plurality of reinforced units (12), each reinforced unit (12) comprises two long strips (13) which are symmetrically arranged, and the long strips (13) are wavy; the wave crests of the two symmetrical long strips (13) are oppositely arranged, and the wave troughs are fixedly connected; the length direction of the reinforcement units (12) is vertical to the panel (1), the reinforcement units (12) are arranged along the length direction of the panel (1), and wave crests of the long strips (13) of the two adjacent reinforcement units (12) are fixedly connected;
the lower layer of three-dimensional reticular reinforced belt (5) on the rear panel (8) is contacted with the upper layer of three-dimensional reticular reinforced belt (5) on the front panel (9);
when the adjacent retaining structures are arranged, the adjacent panels (1) are connected with the panels (1), and the adjacent three-dimensional reticular reinforced belts (5) are connected with the three-dimensional reticular reinforced belts (5).
2. An assembled three-dimensional mesh reinforcement band flexible retaining structure according to claim 1, characterized in that the side-adjacent back panels (8) are connected by the upright posts (2), and the side-adjacent front panels (9) are connected by the upright posts (2).
3. The flexible retaining structure of the assembled three-dimensional mesh reinforcement band according to claim 2, wherein the upper end of the upright post (2) is flush with the panel (1), and the lower end of the upright post exceeds the lower end of the panel (1); the two sides of the upright post (2) are provided with plate grooves (11) along the length direction, and the panel (1) is inserted into the plate grooves (11).
4. The flexible retaining structure of the assembled three-dimensional mesh reinforcement band of claim 2, wherein the face plate (1) and the upright post (2) are made of perlite fiber cement.
5. A flexible retaining structure for a three-dimensional web-like reinforcement strip which can be assembled according to claim 1, wherein the rear panel (8) and the front panel (9) are connected by a second connecting member (4), and the second connecting member (4) comprises a bolt and a nut.
6. The flexible retaining structure of the assembled three-dimensional reticular reinforced belt as claimed in claim 1, wherein, in the horizontal direction, the adjacent three-dimensional reticular reinforced belts (5) are connected through plastic screws (7).
7. A flexible retaining structure for a three-dimensional net-shaped assembled reinforcement strip according to claim 1, wherein the front end of each reinforcement unit (12) is provided with holes (6) arranged in the vertical direction, the first connecting member (3) is fixedly inserted into the panel (1), and the holes (6) of one reinforcement unit (12) and the first connecting member (3) are connected by a bolt.
8. The flexible retaining structure of the assembled three-dimensional reticular reinforced belt according to claim 7, wherein the first connecting piece (3) comprises a round cap (14) and a connecting hole (16), the round cap (14) and the connecting hole (16) are connected through two parallel connecting rods (15), a gap is formed between the two connecting rods (15), and the two connecting rods (15) are respectively connected with two sides of the connecting hole (16); the connecting hole (16) is provided with a through hole penetrating through the upper surface and the lower surface.
9. The flexible retaining structure for the three-dimensional mesh reinforcement band capable of being assembled according to claim 8, wherein the round cap is provided with a notch (17).
10. The flexible retaining structure of a splittable three-dimensional mesh reinforcement strip according to any one of claims 1-9, wherein the long strips (13) have embossments on the side surfaces thereof.
CN202021240057.6U 2020-06-30 2020-06-30 Three-dimensional netted reinforced band flexible retaining structure that can assemble Active CN212452702U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202021240057.6U CN212452702U (en) 2020-06-30 2020-06-30 Three-dimensional netted reinforced band flexible retaining structure that can assemble

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202021240057.6U CN212452702U (en) 2020-06-30 2020-06-30 Three-dimensional netted reinforced band flexible retaining structure that can assemble

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CN212452702U true CN212452702U (en) 2021-02-02

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CN202021240057.6U Active CN212452702U (en) 2020-06-30 2020-06-30 Three-dimensional netted reinforced band flexible retaining structure that can assemble

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