CN216999155U - Trestle high-resistance bamboo paving device - Google Patents

Trestle high-resistance bamboo paving device Download PDF

Info

Publication number
CN216999155U
CN216999155U CN202121156869.7U CN202121156869U CN216999155U CN 216999155 U CN216999155 U CN 216999155U CN 202121156869 U CN202121156869 U CN 202121156869U CN 216999155 U CN216999155 U CN 216999155U
Authority
CN
China
Prior art keywords
bamboo
trestle
fossil fragments
resistance
outdoor high
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
Application number
CN202121156869.7U
Other languages
Chinese (zh)
Inventor
郝兴东
达文博
韩联峰
雷翔云
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
PowerChina Northwest Engineering Corp Ltd
Original Assignee
PowerChina Northwest Engineering Corp Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by PowerChina Northwest Engineering Corp Ltd filed Critical PowerChina Northwest Engineering Corp Ltd
Priority to CN202121156869.7U priority Critical patent/CN216999155U/en
Application granted granted Critical
Publication of CN216999155U publication Critical patent/CN216999155U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Road Paving Structures (AREA)

Abstract

The utility model provides a trestle high-resistance bamboo paving device which comprises a supporting structure and a plurality of outdoor high-resistance bamboos matched with the trestle in width, wherein the supporting structure is arranged along the extending direction of the trestle, and the outdoor high-resistance bamboos are sequentially paved on the supporting structure along the length direction of the trestle through an installing mechanism; installation mechanism includes fossil fragments and coupling assembling, fossil fragments are provided with a plurality of groups, a plurality of groups fossil fragments along the length direction of landing stage interval in proper order set firmly in bearing structure is last, outdoor high resistant bamboo be on a parallel with fossil fragments place plane and perpendicular to fossil fragments, it is a plurality of outdoor high resistant bamboo is arranged and is set up and through coupling assembling detachable rigid coupling in on the fossil fragments. The method solves the problem that the effect of finishing attractive and elegant pavement can be achieved in the process of paving the high-resistance bamboo, and the method can ensure rapidness and convenience in later maintenance, and is simple to operate, flexible and efficient.

Description

Trestle high-resistance bamboo paving device
Technical Field
The utility model relates to the field of building construction, in particular to a trestle high-bamboo-resistance paving device.
Background
Along with the acceleration of our country's modernization construction process, people's residence and the continuous improvement of leisure environment, in district or tourist attraction, more and more plank road has been built, need use a large amount of plank road boards.
Walk on the wooden plank road in the park, enjoy garden landscape, and is a leisure mode loved by many citizens. In the existing water-approaching trestle wood trestle and wood-plastic trestle, plates mainly adopt anticorrosion wood and wood-plastic, but the wood and the plastic are not suitable for outdoor use, so that the wood trestle plate can be guaranteed to be used only by virtue of anticorrosion treatment under general conditions; as a wood-plastic plank road board of a wood-plastic composite product, an advanced composite technology is also needed to ensure that the outdoor applicability of the wood-plastic plank road board exceeds that of natural wood. Even so, because of the congenital reason, the wood plank road board and the wood-plastic plank road board have short service life, generally need to be largely maintained for about 5 years, and some low-quality products can have the problems of easy decay, easy breakage, no fire prevention and the like even within 2 years, and also consume a large amount of valuable forest resources, and are not beneficial to environmental protection. Therefore, more and more parks, green roads and other water-approaching trestles do not use outdoor anti-corrosion solid wood, but adopt more environment-friendly and durable artificial simulated wood. Among them, the use of concrete wood-like sheets is the most common.
The concrete wood-like plate is usually manufactured by using a mold (including a soft mold, such as a silicone mold, a polyurethane mold, a PVC elastomer mold, etc., or a hard mold, such as a PP injection mold, an ABS injection mold, an FRP fiber reinforced plastic mold, etc.) with wood grain texture through processes of coloring (or not coloring, coloring in a later stage of a product) on the surface of the mold (including no coloring, coloring in a later stage of a product) → casting common concrete paste → reinforcing steel bar → vibration → molding → demolding → curing → drying → coloring or applying a protective paint. Therefore, the concrete wood-like floor manufactured by the conventional method has the problems of poor breaking strength, easiness in cracking and breaking in the using process and the like, so that the use of the common concrete wood-like floor is limited in suspension installation occasions. In order to obtain higher bending strength and bending strength, common concrete wood-like plate manufacturers often choose measures of greatly increasing the thickness of products, embedding more reinforcing steel bars and the like, so that the weight of the products is greatly increased, and a great deal of adverse effects are brought to production, transportation and installation.
Compared with the bamboo products which are grown into woods for decades or even hundred years, the bamboo products can be cut into woods for use in 4-7 years without damaging the ecological environment, and the low-carbon environmental protection method accords with the current international environmental protection concept; and the bamboo floor has fresh and pleasant smell, natural texture, wear resistance, pressure resistance, fire resistance, insect prevention, high strength and no deformation, so the bamboo floor is more and more accepted by people.
As a novel bamboo floor product, the outdoor high-resistant bamboo is an excellent choice for outdoor pavement. In the process of paving outdoor high-resistance bamboos, in order to achieve a good paving finish surface effect, the width of a seam between the high-resistance bamboos is required to be not more than three millimeters, and therefore, the high-resistance bamboos can only adopt three-millimeter connecting buckles matched with each other.
SUMMERY OF THE UTILITY MODEL
In order to solve the defects in the prior art, the utility model provides a trestle bamboo-resistant paving device.
The technical scheme adopted by the utility model is as follows:
a trestle high-resistance bamboo paving device comprises a supporting structure and a plurality of outdoor high-resistance bamboos matched with the trestle in width, wherein the supporting structure is arranged along the extending direction of the trestle, and the outdoor high-resistance bamboos are sequentially paved on the supporting structure along the length direction of the trestle through an installing mechanism;
installation mechanism includes fossil fragments and coupling assembling, fossil fragments are provided with a plurality of groups, a plurality of groups fossil fragments along the length direction of landing stage in proper order the interval set firmly in on the bearing structure, outdoor high resistant bamboo is on a parallel with fossil fragments place plane and perpendicular to fossil fragments, a plurality of outdoor high resistant bamboo arrangement set up and through first coupling assembling or second coupling assembling detachable rigid coupling in on the fossil fragments.
Further, the connecting assembly comprises a first connecting assembly and a second connecting assembly; the bamboo is resisted to a plurality of outdoor high segmentation mat formation, and is a standard section every 5m along the length direction of landing stage, connects and is fixed in on the fossil fragments through first coupling assembling between the adjacent outdoor high bamboo in every standard section, connects and is fixed in on the fossil fragments through second coupling assembling between the adjacent outdoor high bamboo between two standard sections.
Furthermore, the first connecting component comprises a buckle body, wherein two sides of the upper end of the buckle body are connected with upper clamping plates, two sides of the lower end of the buckle body are connected with lower clamping plates, and the upper clamping plates on the two sides of the upper end of the buckle body are inserted into clamping grooves on the side edges of two adjacent outdoor high-resistant bamboos; the lower clamping plate is detachably connected with the keel through a pin or a screw.
Preferably, the buckle body, the upper clamping plate and the lower clamping plate of the first connecting assembly are integrally formed.
Further, second coupling assembling includes the inside bellied bellying of arch, the both ends of bellying are connected with straight portion, straight portion is pegged graft in the draw-in groove of two adjacent outdoor high resistant bamboos, the middle part of bellying is equipped with the through-hole, and second coupling assembling is through passing the pin or the screw of through-hole with the connection can be dismantled to fossil fragments.
Preferably, the convex portion and the straight portion of the second connecting assembly are integrally formed.
Further, the support structure comprises longitudinal section steel beams, transverse section steel beams and upright columns,
the upright posts are provided with a plurality of groups, and the plurality of groups of upright posts are sequentially arranged at intervals along the length direction of the trestle;
the longitudinal section steel beams are arranged in a plurality and are erected above the upright posts at intervals in the bridge direction;
the transverse section steel beams are arranged in a plurality, and a plurality of transverse section steel beams are erected above the upright posts in a transverse bridge direction at intervals and are vertically connected with the longitudinal section steel beams;
the plurality of groups of keels are fixedly arranged on the longitudinal section steel beam or the transverse section steel beam at intervals in sequence along the length direction of the trestle;
outdoor high resistant bamboo is along transversely laying between the vertical shaped steel roof beam of stand both ends tip, and a plurality of outdoor high resistant bamboos are along vertically laying in proper order.
Furthermore, each keel is fixed on the longitudinal section steel beam or the transverse section steel beam through angle steel.
Further, the both ends welding of outdoor high resistant bamboo has the guardrail, and porcelain attitude bamboo handrail is installed on guardrail upper portion.
By adopting the technical scheme, the utility model has the following beneficial effects:
1. outdoor high resistant bamboo adopts the sectional type to mat formation, and every 5m is a standard section, connects fixedly through first coupling assembling between the adjacent outdoor high resistant bamboo in the standard section, and outdoor high resistant bamboo both sides between two standard sections adopt second coupling assembling to connect fixedly, and the arrangement mode of should connecting can effectively solve the problem of later maintenance, only needs to demolish the high resistant bamboo of five meters within ranges and can change, greatly reduced cost of maintenance.
2. The method solves the problem that the effect of finishing attractive and elegant pavement can be achieved in the process of paving the high-resistance bamboo, and the method can ensure rapidness and convenience in later maintenance, and is simple to operate, flexible and efficient.
3. The trestle bamboo-resistant paving device is convenient to install and flexible and reliable to operate.
The foregoing description is only an overview of the technical solutions of the present invention, and in order to make the technical solutions of the present invention more clearly understood and to make the technical solutions of the present invention practical in accordance with the contents of the specification, the following detailed description is given of preferred embodiments of the present invention with reference to the accompanying drawings.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings without creative efforts. Trestle height is able to bear or endure bamboo device of mating formation
FIG. 1 is a schematic diagram of an application of the present invention;
FIG. 2 is a schematic plan view of the present invention;
FIG. 3 is a schematic longitudinal section of the present invention;
FIG. 4 is an enlarged view of the first coupling assembly;
fig. 5 is an enlarged view of the second connection assembly.
Description of reference numerals:
1. outdoor high-resistant bamboo; 2. a keel; 3. angle steel; 4. porcelain bamboo armrests; 5. a guardrail; 6. a transverse section steel beam; 7. a first connection assembly; 8. a second connection assembly; 9. a longitudinal section steel beam; 10. a column;
7.1, a buckle body; 7.2, mounting a clamping plate; 7.3, a lower clamping plate;
8.1, a convex part; 8.2, straight portion.
Detailed Description
The following description of the embodiments of the present invention is provided for illustrative purposes, and other advantages and effects of the present invention will become apparent to those skilled in the art from the present disclosure.
The exemplary embodiments of the present invention will now be described with reference to the drawings, wherein the structures, proportions, sizes, and the like in the drawings are shown and described in the specification, which are for understanding and reading purposes only, and are not intended to limit the scope of the utility model, which can be implemented by those skilled in the art.
First embodiment
The utility model relates to a trestle high-resistance bamboo paving device, which comprises a supporting structure and a plurality of outdoor high-resistance bamboos 1 matched with the trestle in width, wherein the supporting structure is arranged along the extending direction of the trestle, and the outdoor high-resistance bamboos 1 are sequentially paved on the supporting structure along the length direction of the trestle through an installing mechanism, as shown in figure 1.
Installation mechanism includes fossil fragments 2 and coupling assembling, fossil fragments 2 are provided with a plurality of groups, a plurality of groups fossil fragments 2 along the length direction of landing stage interval in proper order set firmly in bearing structure is last, outdoor high resistant bamboo 1 is on a parallel with 2 place planes of fossil fragments and perpendicular to fossil fragments 2, a plurality of outdoor high resistant bamboo 1 is arranged and is set up and through first coupling assembling or second coupling assembling detachable rigid coupling in on fossil fragments 2.
During construction, the trestle is located in a water surface, the bottom of the trestle adopts a cast-in-situ bored pile as a lower structure, the elevation of the pile top is poured to the normal water level of the water surface, and meanwhile, a connecting piece is embedded in advance. And a bridge deck supporting structure is arranged at the upper part of the cast-in-place pile. Before the outdoor high resistant bamboo 1 of mating formation, weld trestle both sides fossil fragments 2 earlier to this is the elevation of making level, and the elevation is confirmed with both ends to many inside square steel fossil fragments 2 and is made level, then lays outdoor high resistant bamboo 1 in proper order along the length direction of trestle.
The method solves the problem that the effect of finishing attractive and elegant pavement can be achieved in the process of paving the high-resistance bamboo, and the method can ensure rapidness and convenience in later maintenance, and is simple to operate, flexible and efficient.
Second embodiment
On the basis of the first embodiment, further, the connecting assembly comprises a first connecting assembly and a second connecting assembly; as shown in fig. 2, the outdoor high-resistance bamboos 1 are paved in a segmented manner, a standard segment is arranged at intervals of 5m along the length direction of the trestle, the adjacent outdoor high-resistance bamboos 1 in each standard segment are connected and fixed on the keel 2 through the first connecting assembly 7, and the adjacent outdoor high-resistance bamboos 1 between the two standard segments are connected and fixed on the keel 2 through the second connecting assembly 8.
Further, as shown in fig. 3, the first connecting assembly 7 includes a buckle body 7.1, two sides of the upper end of the buckle body 7.1 are connected with an upper clamping plate 7.2, two sides of the lower end of the buckle body 7.1 are connected with a lower clamping plate 7.3, and the upper clamping plates 7.2 on two sides of the upper end of the buckle body 7.1 are inserted into the clamping grooves on the sides of two adjacent outdoor high-resistance bamboos 1. The lower clamping plate 7.3 is detachably connected with the keel 2 through a pin or a screw.
Preferably, the buckle body 7.1, the upper clamping plate 7.2 and the lower clamping plate of the first connecting component 7 are integrally formed.
Further, as shown in fig. 4 and 5, second coupling assembling 8 includes the inside bellied bellying 8.1 of arch, the both ends of bellying 8.1 are connected with straight portion 8.2, straight portion 8.2 is pegged graft in the draw-in groove of two adjacent outdoor high resistant bamboos 1, the middle part of bellying 8.1 is equipped with the through-hole, second coupling assembling 8 through pass the pin or the screw of through-hole with fossil fragments 2 can dismantle the connection. Preferably, the convex portion 8.1 and the flat portion 8.2 of the second connecting assembly 8 are integrally formed.
Outdoor high resistant bamboo adopts the sectional type to mat formation, and every 5m is a standard section, connects fixedly through first coupling assembling between the adjacent outdoor high resistant bamboo in the standard section, and outdoor high resistant bamboo both sides between two standard sections adopt second coupling assembling to connect fixedly, and the arrangement mode of should connecting can effectively solve the problem of later maintenance, only needs to demolish the high resistant bamboo of five meters within ranges and can change, greatly reduced cost of maintenance.
Third embodiment
This embodiment provides a trestle height is able to bear or endure bamboo device of mating formation, as shown in fig. 1, fig. 2, fig. 3, including bearing structure and a plurality of with trestle width assorted outdoor height able to bear or endure bamboo 1, bearing structure lays along the extending direction of trestle, a plurality of outdoor height able to bear or endure bamboo 1 through installation mechanism in proper order along the length direction of trestle shop's dress in bearing structure is last.
Further, a plurality of outdoor high resistant bamboo 1 segmentation paves, is a standard section every 5m along the length direction of landing stage, connects and is fixed in on fossil fragments 2 through first coupling assembling 7 between the adjacent outdoor high resistant bamboo 1 in every standard section, connects and is fixed in on fossil fragments 2 through second coupling assembling 8 between the adjacent outdoor high resistant bamboo 1 between two standard sections.
Furthermore, the supporting structure comprises longitudinal section steel beams 9, transverse section steel beams 6 and upright columns 10, wherein the upright columns 10 are provided with a plurality of groups, and the plurality of groups of upright columns 10 are sequentially arranged at intervals along the length direction of the trestle; the longitudinal section steel beams 9 are arranged in a plurality, and the longitudinal section steel beams 9 are erected above the upright columns 10 at intervals along the bridge direction; the transverse section steel beams 6 are arranged in a plurality, and the transverse section steel beams 6 are erected above the upright posts 10 at intervals in the transverse bridge direction and are vertically connected with the longitudinal section steel beams 9; a plurality of groups of keels 2 are fixedly arranged on the longitudinal section steel beam 9 or the transverse section steel beam 6 at intervals in sequence along the length direction of the trestle; outdoor high resistant bamboo 1 is along transversely laying between the vertical shaped steel roof beam 9 of stand 10 both ends tip, and a plurality of outdoor high resistant bamboo 1 is along vertically laying in proper order.
Further, the installation mechanism comprises a keel 2 and a connection assembly, the keel 2 is provided with a plurality of groups, and the plurality of groups of keels 2 are sequentially spaced along the length direction of the trestle and are fixed on the longitudinal section steel beam 9 or the transverse section steel beam 6 through angle steels 3; outdoor high resistant bamboo 1 is on a parallel with 2 place planes of fossil fragments and perpendicular to fossil fragments 2, a plurality of outdoor high resistant bamboo 1 is arranged and is set up and through first coupling assembling or second coupling assembling detachable rigid coupling in on the fossil fragments 2.
Further, 1 both ends welding of outdoor high resistant bamboo has guardrail 5, and porcelain attitude bamboo handrail 4 is installed on guardrail upper portion.
During construction, the trestle is located in a water surface, the bottom of the trestle adopts a cast-in-situ bored pile as a lower structure, the elevation of the pile top is poured to the normal water level of the water surface, and meanwhile, a connecting piece is embedded in advance. After the upright post 10 is installed on the upper portion of the cast-in-place pile, the transverse steel section beam 6 and the longitudinal steel section beam 9 are welded to serve as a bridge deck supporting structure. After welding, the guardrails 5 at the two ends are welded, and then the porcelain-state bamboo handrails 4 are installed on the upper portions of the guardrails 5. Before outdoor high resistant bamboo 1 of mating formation, weld trestle both sides fossil fragments 2 earlier to this is the elevation of making level, and the elevation is confirmed with both ends to many inside fossil fragments 2 and is made level, all adopts angle steel 3 to connect when square steel fossil fragments 2 and horizontal shaped steel roof beam 6, vertical shaped steel roof beam 9 welding. And after welding, performing secondary anticorrosive treatment on all welding spots.
After the square steel keel 2 is welded to complete a section of operation surface, the outdoor high-resistance bamboo 1 can be paved. At five meters within ranges, adopt three millimeters's first connecting elements 7, earlier 7 one ends of first connecting elements with outdoor high resistant bamboo 1 reserve the draw-in groove chucking, every 7 installation of first connecting elements correspond fossil fragments 2 positions, correspond the position contact surface coating and seal glue, later with electronic screwdriver with screw or pin (can prefer self-tapping screw) be fixed in on square steel fossil fragments 2 first connecting elements 7, because after 7 installations of first connecting elements are accomplished, the seam width keeps leading to outdoor high resistant bamboo 1 can gland screw or pin at three millimeters. After the outdoor high-resistant bamboo 1 with the seam width of three millimeters, which is one section of five meters, is required to be paved every time, the second connecting assemblies 8 with the thickness of five millimeters are adopted on two sides of the outdoor high-resistant bamboo 1, and after the connecting assemblies are installed, the electric screwdriver can still disassemble the self-tapping screw, so that the later maintenance after the damage is convenient. Therefore, according to the form that every five meters are standard sections, the five-millimeter seam width is additionally arranged between the two standard sections, and the convenience of later maintenance can be ensured.
Parts of the above embodiments that are not specifically described belong to well-known components and common structures or common means in the art, and are not described in detail herein.
Thus, while the present invention has been described in connection with what is presently considered to be the most practical and preferred embodiment, it is to be understood that the utility model is not to be limited to the disclosed embodiment, but on the contrary, is intended to cover various modifications and equivalent arrangements included within the spirit and scope of the appended claims. Any simple modifications, equivalent changes and modifications made to the above embodiments according to the technical essence of the present invention are within the scope of the technical solution of the present invention. The embodiments of the present invention have been described in detail with reference to the drawings, but the present invention is not limited to the above embodiments, and various changes can be made within the knowledge of those skilled in the art without departing from the gist of the present invention, and the present invention is within the scope of protection of the technology.

Claims (9)

1. The utility model provides a trestle height is able to bear or endure bamboo device of mating formation which characterized in that: the bamboo plank comprises a supporting structure and a plurality of outdoor high-strength bamboos matched with the width of a trestle, wherein the supporting structure is arranged along the extending direction of the trestle, and the outdoor high-strength bamboos are sequentially paved on the supporting structure along the length direction of the trestle through an installing mechanism;
installation mechanism includes fossil fragments and coupling assembling, fossil fragments are provided with a plurality of groups, a plurality of groups fossil fragments along the length direction of landing stage interval in proper order set firmly in bearing structure is last, outdoor high resistant bamboo be on a parallel with fossil fragments place plane and perpendicular to fossil fragments, it is a plurality of outdoor high resistant bamboo is arranged and is set up and through coupling assembling detachable rigid coupling in on the fossil fragments.
2. The bamboo-resistant paving device for trestle according to claim 1, characterized in that: the connecting assembly comprises a first connecting assembly and a second connecting assembly; the bamboo segmentation of nai bamboo of a plurality of open air height is mated formation, and is a standard section every 5m along the length direction of landing stage, connects and is fixed in on the fossil fragments through first coupling assembling between the high resistant bamboo of adjacent open air in every standard section, connects and is fixed in on the fossil fragments through second coupling assembling between the high resistant bamboo of adjacent open air between two standard sections.
3. The bamboo paving device with high trestle resistance of claim 2, characterized in that: the first connecting assembly comprises a buckle body, wherein upper clamping plates are connected to two sides of the upper end of the buckle body, lower clamping plates are connected to two sides of the lower end of the buckle body, and the upper clamping plates on the two sides of the upper end of the buckle body are inserted into clamping grooves on the side edges of two adjacent outdoor high-resistant bamboos; the lower clamping plate is detachably connected with the keel through a pin or a screw.
4. The bamboo paving device with high trestle resistance of claim 3, characterized in that: the buckle body, the upper clamping plate and the lower clamping plate of the first connecting assembly are integrally formed.
5. The bamboo paving device with high trestle resistance of claim 2, characterized in that: the second coupling assembling includes the inside bellied bellying of arch, the both ends of bellying are connected with straight portion, straight portion is pegged graft in the draw-in groove of two adjacent outdoor high resistant bamboos, the middle part of bellying is equipped with the through-hole, second coupling assembling is through passing the pin or the screw of through-hole with fossil fragments can dismantle the connection.
6. The bamboo paving device with high trestle resistance of claim 5, wherein: the convex part and the straight part of the second connecting assembly are integrally formed.
7. The bamboo paving device with high trestle resistance of claim 1, which is characterized in that: the supporting structure comprises a longitudinal section steel beam, a transverse section steel beam and an upright post,
the upright posts are arranged in multiple groups, and the multiple groups of upright posts are sequentially arranged at intervals along the length direction of the trestle;
the longitudinal section steel beams are arranged in a plurality and are erected above the upright posts at intervals along the bridge direction;
the transverse section steel beams are arranged in a plurality and are erected above the upright posts at intervals in the transverse bridge direction and are vertically connected with the longitudinal section steel beams;
the plurality of groups of keels are fixedly arranged on the longitudinal section steel beam or the transverse section steel beam at intervals in sequence along the length direction of the trestle;
outdoor high resistant bamboo is along transversely laying between the vertical shaped steel roof beam of stand both ends tip, and a plurality of outdoor high resistant bamboos are along vertically laying in proper order.
8. The bamboo paving device with high trestle resistance of claim 7, characterized in that: each keel is fixed on the longitudinal section steel beam or the transverse section steel beam through angle steel.
9. The bamboo paving device with high trestle resistance of claim 1, which is characterized in that: the both ends welding of outdoor high resistant bamboo has the guardrail, and porcelain attitude bamboo handrail is installed on guardrail upper portion.
CN202121156869.7U 2021-05-27 2021-05-27 Trestle high-resistance bamboo paving device Active CN216999155U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202121156869.7U CN216999155U (en) 2021-05-27 2021-05-27 Trestle high-resistance bamboo paving device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202121156869.7U CN216999155U (en) 2021-05-27 2021-05-27 Trestle high-resistance bamboo paving device

Publications (1)

Publication Number Publication Date
CN216999155U true CN216999155U (en) 2022-07-19

Family

ID=82365777

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202121156869.7U Active CN216999155U (en) 2021-05-27 2021-05-27 Trestle high-resistance bamboo paving device

Country Status (1)

Country Link
CN (1) CN216999155U (en)

Similar Documents

Publication Publication Date Title
CN105587097A (en) Ground aerial structure capable of being leveled
CN111561153A (en) Assembled truss type floor post-cast strip template supporting system and method thereof
CN210239246U (en) Wide flat beam type assembled concrete canopy for railway platform
CN216999155U (en) Trestle high-resistance bamboo paving device
CN107578691A (en) Frame structure construction training model is used in a kind of assembled architecture teaching
CN207619818U (en) A kind of shearing resistance composite structure of the concrete of bridge
CN202936730U (en) Pedestrian guardrail of FRP (Fiber Reinforced Plastics) bridge
KR100750940B1 (en) Retaining Wall Block
CN111456346A (en) Novel beam type stair are assembled in prefabrication of board structure of marking time
CN111255174A (en) Fully-assembled stair system and assembly method
CN109667219B (en) T-shaped rigid frame and multi-arch combined bridge structure
CN219622147U (en) Prefabricated combined archaize railing
CN206625164U (en) A kind of wooden railing system
CN209874296U (en) Steel stair with UHPC step veneer made of ultra-high performance concrete material
CN217479951U (en) Hollow steel grid plank road
CN217924615U (en) Indoor and outdoor all-terrain universal sports wood floor system
CN213774274U (en) Green building energy-saving floor
CN110593302A (en) Basic device for supporting heavy-load equipment of transformer substation and assembly method
CN209891650U (en) Outdoor nail-hole-free anticorrosive wood decorative floor
CN215564936U (en) Concrete wood-like railing in new rural construction
CN209923765U (en) Embedded steel plate type wood-wrapped railing
CN211691140U (en) Wood structure assembled stair for archaizing building
CN221053295U (en) Convenient construction stair
CN203546902U (en) Movable and detachable moving house
CN216615368U (en) Rubber runway convenient to change

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant