CN211340327U - Geotextile paver for highway engineering construction - Google Patents

Geotextile paver for highway engineering construction Download PDF

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Publication number
CN211340327U
CN211340327U CN201921457305.XU CN201921457305U CN211340327U CN 211340327 U CN211340327 U CN 211340327U CN 201921457305 U CN201921457305 U CN 201921457305U CN 211340327 U CN211340327 U CN 211340327U
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China
Prior art keywords
geotextile
paver
machine body
cloth
groove
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Expired - Fee Related
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CN201921457305.XU
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Chinese (zh)
Inventor
王建勇
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Quanzhou Xinbaiya Intelligent Technology Co ltd
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Individual
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Priority to CN201921457305.XU priority Critical patent/CN211340327U/en
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Publication of CN211340327U publication Critical patent/CN211340327U/en
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Abstract

The utility model relates to the technical field of highway construction, in particular to a geotextile paver for highway engineering construction, which comprises a machine body, wherein a driving structure is arranged at the top of the left side of the machine body, a cloth pressing structure is arranged at the left end of the driving structure, the driving structure is used for adjusting the cloth pressing structure, a transverse plate is bolted at the left side of the machine body and below the driving structure, and a limiting structure is arranged at the bottom of the transverse plate; the utility model discloses a machine body, drive structure, compress structure, diaphragm, limit structure, linking arm, cloth roller and arrangement structure's setting for this geotechnological cloth paver possesses the advantage that can guarantee that geotechnological cloth lays roughness and rate of tension, has solved the machine structure of laying at present comparatively simply, only can install geotechnological cloth and place, can not adjust the regularity and the rate of tension of laying, influences the problem of laying the effect, has brought very big facility for the operation workman.

Description

Geotextile paver for highway engineering construction
Technical Field
The utility model relates to a highway construction technical field specifically is a geotechnological cloth paver for highway engineering construction.
Background
The geotextile, also called geotextile, is a water permeable geosynthetic material formed by needling or weaving synthetic fibers, is one of new materials, is in a cloth shape, generally has a width of 4-6 m and a length of 50-100 m, is divided into a woven geotextile and a non-woven filament geotextile, has excellent filtering, draining, isolating, reinforcing and protecting effects, and has the characteristics of light weight, high tensile strength, good permeability, high temperature resistance, freezing resistance, aging resistance and corrosion resistance.
The geotextile laying method comprises manual laying and machine laying, the machine structure laid at present is simple, the geotextile can only be installed and placed, the laying uniformity and the tension cannot be adjusted, the laying effect is influenced, and therefore the paver capable of ensuring the laying flatness and the tension of the geotextile is provided to solve the problem.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a geotechnological cloth paver for highway engineering construction possesses the advantage that can guarantee that geotechnological cloth lays roughness and rate of tension, has solved the machine structure of laying at present comparatively simple, only can install geotechnological cloth and place, can not adjust the regularity and the rate of tension of laying, influences the problem of laying the effect.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a geotechnological cloth paver for highway engineering construction, includes the machine body, the drive structure is installed at the left top of machine body, the left end of drive structure is installed and is pressed the cloth structure, the drive structure is used for adjusting the cloth structure, the left side of machine body and the below bolt that is located the drive structure have connect the diaphragm, limit structure is installed to the bottom of diaphragm, the left side of machine body and the below bolt that is located the diaphragm have connect the linking arm, the left end of linking arm rotates and is connected with the batching roller, limit structure is used for compressing tightly the geotechnological cloth on batching roller surface, the arrangement structure is installed to the left bottom of machine body.
Preferably, the driving structure comprises a hydraulic rod, a connecting plate, supporting arms and a connecting rod, the hydraulic rod and the supporting arms are bolted to the side faces of the machine body, the connecting plate is bolted to the left end of the hydraulic rod, and the connecting rod is fixedly connected to the left ends of the opposite sides of the two supporting arms.
Preferably, the compress structure includes regulating arm, extension rod, compress roller and bar groove, the top of regulating arm is articulated with the left side of connecting plate, the extension rod runs through to the inside of regulating arm, the compress roller rotates with the bottom of both sides extension rod to be connected, the surface at the regulating arm is seted up in the bar groove, the connecting rod runs through the bar groove.
Preferably, the bottom of regulating arm has been seted up logical groove, the inner wall fixedly connected with first spring that leads to the groove, the top welding of extension rod has the gleitbretter.
Preferably, limit structure includes telescopic link, second spring, arc frid and gyro wheel, telescopic link and second spring all with the bottom fixed connection of diaphragm, and the second spring cover is established in the outside of telescopic link, the bolt is between arc frid and the telescopic link, and the gyro wheel rotates the inboard of connecting at the arc frid.
Preferably, the arrangement structure includes mount and fixed block, the bolt is between mount and the fixed block, and the mount bolt is in the left side of machine body, the spacing groove has been seted up on the surface of fixed block, the mounting groove has all been seted up to the upper and lower both sides of spacing inslot wall, the inside rotation of mounting groove is connected with the movable roll.
Compared with the prior art, the beneficial effects of the utility model are as follows:
the utility model discloses a machine body, drive structure, compress structure, diaphragm, limit structure, linking arm, cloth roller and arrangement structure's setting for this geotechnological cloth paver possesses the advantage that can guarantee that geotechnological cloth lays roughness and rate of tension, has solved the machine structure of laying at present comparatively simply, only can install geotechnological cloth and place, can not adjust the regularity and the rate of tension of laying, influences the problem of laying the effect, has brought very big facility for the operation workman.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is an enlarged view of a portion A of FIG. 1;
FIG. 3 is an enlarged view of a portion of the structure shown at B in FIG. 1;
FIG. 4 is a top view of the partial structure of the present invention;
fig. 5 is a rear perspective view of the fixing block of the present invention.
In the figure: 1 machine body, 2 drive structure, 21 hydraulic stem, 22 connecting plates, 23 support arms, 24 connecting rods, 3 cloth pressing structures, 31 regulating arms, 32 extension rods, 33 cloth pressing rollers, 34 strip-shaped grooves, 4 transverse plates, 5 limiting structures, 51 telescopic rods, 52 second springs, 53 arc-shaped groove plates, 54 rollers, 6 connecting arms, 7 cloth rolling rollers, 8 arrangement structures, 81 fixing frames, 82 fixing blocks, 83 limiting grooves, 84 mounting grooves, 85 movable rollers, 9 through grooves, 10 first springs and 11 sliding sheets.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-5, a geotextile spreader for road engineering construction comprises a machine body 1, a driving structure 2 is mounted at the top of the left side of the machine body 1, a cloth pressing structure 3 is mounted at the left end of the driving structure 2, the driving structure 2 is used for adjusting the cloth pressing structure 3, a transverse plate 4 is bolted at the left side of the machine body 1 and below the driving structure 2, a limiting structure 5 is mounted at the bottom of the transverse plate 4, a connecting arm 6 is bolted at the left side of the machine body 1 and below the transverse plate 4, a cloth roller 7 is rotatably connected at the left end of the connecting arm 6, the limiting structure 5 is used for pressing geotextile on the surface of the cloth roller 7, and a finishing structure 8 is mounted at the bottom of the left side of the machine body 1, the utility model discloses a geotextile spreader for road engineering construction through the arrangement of the machine body 1, the driving structure 2, the cloth pressing structure 3, the transverse plate 4, the limiting structure, make this geotechnological cloth paver possess the advantage that can guarantee geotechnological cloth and lay roughness and rate of tension, solved the machine structure of laying at present comparatively simple, only can install geotechnological cloth and place, can not adjust the regularity and the rate of tension of laying, influence the problem of laying the effect, brought very big facility for the operation workman.
In this embodiment, drive structure 2 includes hydraulic stem 21, connecting plate 22, support arm 23 and connecting rod 24, hydraulic stem 21 and support arm 23 all with the side bolt of machine body 1, connecting plate 22 bolt is at the left end of hydraulic stem 21, connecting rod 24 fixed connection is at the left end of two support arms 23 one side in opposite directions, through drive structure 2's setting, it can carry out angle modulation to compress structure 3, and then realizes highly adjusting the effect to compress roller 33.
In this embodiment, compress structure 3 includes regulating arm 31, the extension rod 32, compress roller 33 and strip groove 34, the top of regulating arm 31 is articulated with the left side of connecting plate 22, the extension rod 32 runs through to the inside of regulating arm 31, compress roller 33 rotates with the bottom of both sides extension rod 32 and is connected, strip groove 34 is seted up on the surface of regulating arm 31, connecting rod 24 runs through strip groove 34, through the setting of strip groove 34, mutually support between its and the connecting rod 24, can adapt to the flexible fan-shaped motion that brings for regulating arm 31 of hydraulic stem 21.
In this embodiment, logical groove 9 has been seted up to the bottom of regulating arm 31, leads to the first spring 10 of the inner wall fixedly connected with of groove 9, and the top welding of extension rod 32 has gleitbretter 11, through the setting that leads to groove 9, first spring 10 and gleitbretter 11, can make between extension rod 32 and the regulating arm 31 ability motion each other, and the while can be adjusted the dynamics that compresses tightly of geotechnological cloth with the help of the elasticity of first spring 10.
In this embodiment, the limiting structure 5 includes an expansion link 51, a second spring 52, an arc-shaped groove plate 53 and a roller 54, the expansion link 51 and the second spring 52 are both fixedly connected with the bottom of the transverse plate 4, the second spring 52 is sleeved on the outer side of the expansion link 51, the arc-shaped groove plate 53 is bolted to the expansion link 51, the roller 54 is rotatably connected to the inner side of the arc-shaped groove plate 53, and through the arrangement of the limiting structure 5, the upper parts of the two limit structures limit the fabric rolls on the surface of the fabric roller 7, so as to prevent the fabric rolls from being wrinkled.
In this embodiment, arrangement structure 8 includes mount 81 and fixed block 82, the bolt between mount 81 and the fixed block 82, and mount 81 bolt in the left side of machine body 1, spacing groove 83 has been seted up on the surface of fixed block 82, mounting groove 84 has all been seted up to the upper and lower both sides of spacing groove 83 inner wall, the internal rotation of mounting groove 84 is connected with movable roller 85, setting through arrangement structure 8, it can arrange geotechnique in spacing groove 83 inboard, in order to guarantee the planarization that geotechnological cloth laid, mounting groove 84's setting simultaneously, can protect geotechnological cloth, avoid it by the fish tail.
The working principle is as follows: when the geotextile is ready to be laid, one end of the geotextile penetrates through the inner side of the limiting groove 83 and then is arranged below the cloth pressing roller 33, the hydraulic rod 21 is controlled to start and extend, the hydraulic rod 21 drives the adjusting arm 31 to move and generate angle change through the connecting plate 22 until the cloth pressing roller 33 is driven to press the surface of the geotextile, then the machine is driven to move, the geotextile on the surface of the cloth rolling roller 7 is laid immediately, the cylindrical shape formed by the geotextile can be thinner and thinner along with the laying work, the roller 54 can always abut against the outer side of the cloth roll to limit the geotextile by virtue of the second spring 52, and the two sides of the geotextile are positioned at the inner side of the limiting groove 83 in the laying process, so that the untidy condition is avoided.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (6)

1. The utility model provides a road engineering is geotechnological cloth paver for construction, includes machine body (1), its characterized in that: drive structure (2) are installed at the left top of machine body (1), the left end of drive structure (2) is installed and is pressed cloth structure (3), drive structure (2) are used for adjusting compress cloth structure (3), the left side of machine body (1) and the below bolt that is located drive structure (2) have connect diaphragm (4), limit structure (5) are installed to the bottom of diaphragm (4), the left side of machine body (1) and the below bolt that is located diaphragm (4) have connect linking arm (6), the left end of linking arm (6) is rotated and is connected with batching roller (7), limit structure (5) are used for compressing tightly the geotechnological cloth on batching roller (7) surface, arrangement structure (8) are installed to the left bottom of machine body (1).
2. The geotextile paver for road engineering construction as claimed in claim 1, wherein the geotextile paver comprises: the driving structure (2) comprises a hydraulic rod (21), a connecting plate (22), supporting arms (23) and a connecting rod (24), the hydraulic rod (21) and the supporting arms (23) are all bolted to the side face of the machine body (1), the connecting plate (22) is bolted to the left end of the hydraulic rod (21), and the connecting rod (24) is fixedly connected to the left end of one side of the two supporting arms (23) in opposite directions.
3. The geotextile paver for highway engineering construction as claimed in claim 2, wherein: compress structure (3) including regulating arm (31), extension rod (32), compress roller (33) and strip groove (34), the top of regulating arm (31) is articulated with the left side of connecting plate (22), extension rod (32) run through to the inside of regulating arm (31), compress roller (33) are rotated with the bottom of both sides extension rod (32) and are connected, the surface at regulating arm (31) is seted up in strip groove (34), connecting rod (24) run through strip groove (34).
4. The geotextile paver for road engineering construction as claimed in claim 3, wherein: logical groove (9) have been seted up to the bottom of regulating arm (31), the inner wall fixedly connected with first spring (10) that lead to groove (9), the top welding of extension rod (32) has gleitbretter (11).
5. The geotextile paver for road engineering construction as claimed in claim 1, wherein the geotextile paver comprises: limiting structure (5) include telescopic link (51), second spring (52), arc frid (53) and gyro wheel (54), telescopic link (51) and second spring (52) all with the bottom fixed connection of diaphragm (4), and second spring (52) cover establishes the outside at telescopic link (51), bolt connection between arc frid (53) and telescopic link (51), and gyro wheel (54) rotate the inboard of connecting at arc frid (53).
6. The geotextile paver for road engineering construction as claimed in claim 1, wherein the geotextile paver comprises: arrangement structure (8) are including mount (81) and fixed block (82), the bolt connection between mount (81) and fixed block (82), and mount (81) bolt connection is in the left side of machine body (1), spacing groove (83) have been seted up on the surface of fixed block (82), mounting groove (84) have all been seted up to the upper and lower both sides of spacing groove (83) inner wall, the inside rotation of mounting groove (84) is connected with movable roller (85).
CN201921457305.XU 2019-09-04 2019-09-04 Geotextile paver for highway engineering construction Expired - Fee Related CN211340327U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201921457305.XU CN211340327U (en) 2019-09-04 2019-09-04 Geotextile paver for highway engineering construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201921457305.XU CN211340327U (en) 2019-09-04 2019-09-04 Geotextile paver for highway engineering construction

Publications (1)

Publication Number Publication Date
CN211340327U true CN211340327U (en) 2020-08-25

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112227157A (en) * 2020-10-23 2021-01-15 中交二航局第三工程有限公司 Automatic spreading device for geotechnical material
CN112431160A (en) * 2020-11-25 2021-03-02 杨战磊 Hydraulic engineering construction method
CN113502784A (en) * 2021-07-21 2021-10-15 中交(苏州)城市开发建设有限公司 Reinforcing and seepage-proofing treatment method for ultra-shallow soil covering of river bed in tunnel underpass river construction
CN113564995A (en) * 2021-09-26 2021-10-29 徐州阚宁工程机械加工有限公司 Plastic film equipment is pasted with road to road construction
CN114232436A (en) * 2021-12-14 2022-03-25 中建八局第二建设有限公司 Concrete curing device of double-layer water retention system and construction method

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112227157A (en) * 2020-10-23 2021-01-15 中交二航局第三工程有限公司 Automatic spreading device for geotechnical material
CN112431160A (en) * 2020-11-25 2021-03-02 杨战磊 Hydraulic engineering construction method
CN113502784A (en) * 2021-07-21 2021-10-15 中交(苏州)城市开发建设有限公司 Reinforcing and seepage-proofing treatment method for ultra-shallow soil covering of river bed in tunnel underpass river construction
CN113502784B (en) * 2021-07-21 2022-08-26 中交(苏州)城市开发建设有限公司 Reinforcing and seepage-proofing treatment method for ultra-shallow soil covering of river bed in tunnel underpass river construction
CN113564995A (en) * 2021-09-26 2021-10-29 徐州阚宁工程机械加工有限公司 Plastic film equipment is pasted with road to road construction
CN114232436A (en) * 2021-12-14 2022-03-25 中建八局第二建设有限公司 Concrete curing device of double-layer water retention system and construction method

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Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right

Effective date of registration: 20200827

Address after: Yang Zhen Hui surplus Industrial Zone Chengnan Lu Luo Huian County in Fujian province Quanzhou City, room 512, 362100

Patentee after: QUANZHOU XINBAIYA INTELLIGENT TECHNOLOGY Co.,Ltd.

Address before: 461300 Lu Tan Xiang Shang Cun Gang Xing Zheng Cun, Fugou County, Zhoukou City, Henan Province

Patentee before: Wang Jianyong

TR01 Transfer of patent right
PE01 Entry into force of the registration of the contract for pledge of patent right

Denomination of utility model: A geotextile paver for highway engineering construction

Effective date of registration: 20201218

Granted publication date: 20200825

Pledgee: QUANZHOU JUNXIAN NETWORK TECHNOLOGY Co.,Ltd.

Pledgor: QUANZHOU XINBAIYA INTELLIGENT TECHNOLOGY Co.,Ltd.

Registration number: Y2020980009584

PE01 Entry into force of the registration of the contract for pledge of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20200825

Termination date: 20210904

CF01 Termination of patent right due to non-payment of annual fee