CN114808850A - Method for laying composite geomembrane for building construction - Google Patents
Method for laying composite geomembrane for building construction Download PDFInfo
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- CN114808850A CN114808850A CN202210408964.4A CN202210408964A CN114808850A CN 114808850 A CN114808850 A CN 114808850A CN 202210408964 A CN202210408964 A CN 202210408964A CN 114808850 A CN114808850 A CN 114808850A
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- 239000002131 composite material Substances 0.000 title claims abstract description 88
- 238000000034 method Methods 0.000 title claims abstract description 22
- 238000009435 building construction Methods 0.000 title claims abstract description 16
- 238000005056 compaction Methods 0.000 claims abstract description 20
- 230000001105 regulatory effect Effects 0.000 claims description 22
- 238000010276 construction Methods 0.000 claims description 7
- 230000001276 controlling effect Effects 0.000 claims description 6
- 238000009434 installation Methods 0.000 claims description 5
- 230000002146 bilateral effect Effects 0.000 claims description 4
- 230000000694 effects Effects 0.000 abstract description 11
- 150000001875 compounds Chemical class 0.000 description 6
- 230000008569 process Effects 0.000 description 3
- 230000032683 aging Effects 0.000 description 2
- 239000004746 geotextile Substances 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 239000002253 acid Substances 0.000 description 1
- 230000006978 adaptation Effects 0.000 description 1
- 239000003513 alkali Substances 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000009172 bursting Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/16—Sealings or joints
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
- B65H—HANDLING THIN OR FILAMENTARY MATERIAL, e.g. SHEETS, WEBS, CABLES
- B65H47/00—Unfolding thin limp material
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/002—Ground foundation measures for protecting the soil or subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/006—Sealing of existing landfills, e.g. using mining techniques
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
- B65H—HANDLING THIN OR FILAMENTARY MATERIAL, e.g. SHEETS, WEBS, CABLES
- B65H2701/00—Handled material; Storage means
- B65H2701/10—Handled articles or webs
- B65H2701/19—Specific article or web
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Hydrology & Water Resources (AREA)
- Paleontology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Road Paving Machines (AREA)
Abstract
The invention relates to the technical field, in particular to a method for laying a composite geomembrane for building construction, which comprises the following steps of S1, sequentially passing the composite geomembrane coiled by the composite geomembrane through a first auxiliary roller, an upper pinch roller, a lower pinch roller, a second auxiliary roller and a third auxiliary roller for lap-joint laying; s2, placing the composite geomembrane on the lower side of the compaction laying roller, and pressing down the bearing plate through the electric push rod to enable the compaction laying roller to compact the composite geomembrane; s3, moving the loading frame 2, and simultaneously adjusting and controlling the upper pinch roll by the adjusting and controlling cylinder to enable the upper pinch roll and the lower pinch roll to pinch the composite geomembrane, so as to realize the pinching and compaction laying of the composite geomembrane; the clamping and conveying of the composite geomembrane can be simple and convenient through the upper pinch roll and the lower pinch roll, the laying tension degree of the composite geomembrane is higher, and the overall laying quality and effect are better.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to a method for laying a composite geomembrane for building construction.
Background
The composite geomembrane is a waterproof material compounded by geotextile and geomembrane, and is mainly used for seepage control, the composite geomembrane is divided into a cloth-film and two cloth-films, the width is 4-6m, the weight is 200 plus 1500g/m2, the geotextile is used as a protective layer of the geomembrane to protect an impervious layer from being damaged, the composite geomembrane is preferably laid by adopting an embedding method for reducing ultraviolet irradiation and increasing the ageing resistance, the composite geomembrane has high physical and mechanical property indexes such as tensile strength, tear resistance, bursting resistance and the like, the product has the characteristics of high strength, better extensibility, large deformation modulus, acid and alkali resistance, corrosion resistance, ageing resistance, good seepage control performance and the like, can meet the requirements of seepage control, isolation, reinforcement, crack control, reinforcement and the like in water conservancy, municipal, building, traffic, subway, tunnel and engineering construction, and is commonly used for the seepage control treatment of dams and drainage ditches, the composite geomembrane is laid in a loose state in the existing geomembrane laying process, and the state easily causes the lower attaching degree between the composite geomembrane and the installation ground, so that the phenomena of bubbles and the like easily occur between the composite geomembrane and the installation ground, and the local deformation phenomena of folds and the like easily occur on the composite geomembrane; and the geomembrane is spacing in the laying process, so that the geomembrane is easy to deviate, the laying effect is influenced, and therefore, the problem is improved by the method for laying the building construction composite geomembrane.
Disclosure of Invention
The invention aims to provide a method for laying a composite geomembrane for building construction, which aims to solve the problems in the background technology.
In order to achieve the purpose, the invention provides the following technical scheme:
a composite geomembrane laying method for building construction comprises a composite geomembrane laying device, wherein the composite geomembrane laying device comprises a loading frame, a bearing cross rod is arranged in the middle of the front side and the rear side of the loading frame, mounting seats are symmetrically arranged on the front side and the rear side of the right side of the end part of the loading frame, a composite geomembrane roll is rotatably mounted on the mounting seats, first bearing seats are symmetrically arranged on the front side and the rear side of the rear upper side of the back surface of the loading frame, a first auxiliary roller is rotatably mounted on the first bearing seats, regulating cylinders are symmetrically arranged on the right upper right side of the interior of the loading frame, a second bearing seat is arranged at the driving end of each regulating cylinder, an upper pinch roller is rotatably mounted on the second bearing seats, a third bearing seat is arranged on the right side of the end part of the bearing cross rod, a lower pinch roller is rotatably mounted on the third bearing seat, and a bearing seat is arranged on the left side of the bearing cross rod and positioned on the third bearing seat, the end part of the bearing seat is symmetrically provided with a fourth bearing seat which is provided with a second auxiliary roller in a rotating way, a fifth bearing seat is arranged on the lower side of the front surface of the loading frame, a third auxiliary roller is rotatably arranged on the fifth bearing seat, the upper side of the front surface of the loading frame is provided with a bearing frame, the front side of the bottom of the bearing frame is symmetrically provided with guiding telescopic rods in the left-right direction, the lower end of the guiding telescopic rod is provided with a sixth bearing seat, the sixth bearing seat is provided with a compaction laying roller, the lower side of the inner wall of the guiding telescopic rod is provided with a bearing plate, the end part of the bearing plate is symmetrically provided with electric push rods, the upper side in the loading frame is provided with a mounting rod, the mounting rod is symmetrically provided with a transfer sleeve rod in front and back, a limiting plate is arranged at the lower end of the transfer sleeve rod, and a traveling wheel is arranged on the lower side of the loading frame;
the laying method of the composite geomembrane for building construction comprises the following steps:
s1, overlapping and laying the composite geomembrane of the composite geomembrane roll sequentially through a first auxiliary roller, an upper pinch roller, a lower pinch roller, a second auxiliary roller and a third auxiliary roller;
s2, placing the composite geomembrane on the lower side of the compaction laying roller, and pressing down the bearing plate through the electric push rod to enable the compaction laying roller to compact the composite geomembrane;
s3, the loading frame 2 is moved, and the upper pinch roll is regulated and controlled by the regulating and controlling cylinder, so that the upper pinch roll and the lower pinch roll clamp the composite geomembrane, and the clamping and compaction laying of the composite geomembrane are realized.
As a preferable scheme of the invention, a driving motor matched with the lower pinch roll is arranged on the back surface of the loading frame, and the driving end of the driving motor is connected with the lower pinch roll by adopting a coupler.
As the preferable scheme of the invention, the upper pinch roll and the lower pinch roll are correspondingly arranged up and down in a matching way.
As a preferable scheme of the invention, the bearing frame is arranged in a U-shaped plate structure.
As the preferable scheme of the invention, the upper side of the mounting seat is arranged in an open structure.
As a preferable scheme of the invention, the upper end of the electric push rod is fixedly connected with the bearing frame.
As the preferable scheme of the invention, the adapter sleeve rod is connected with the mounting rod by adopting a positioning knob column.
Compared with the prior art, the invention has the beneficial effects that:
1. according to the invention, the distance between the upper pinch roll and the lower pinch roll can be simply and conveniently regulated and controlled by the regulation and control cylinder, so that the threading and placement of the composite geomembrane are more convenient, the clamping and the feeding of the composite geomembrane can be simply and conveniently realized by the upper pinch roll and the lower pinch roll, the laying tension degree of the composite geomembrane is higher, the integral laying quality and effect are better, the conveying smoothness of the composite geomembrane can be higher by the first auxiliary roll, the second auxiliary roll and the third auxiliary roll, and the integral laying quality is effectively improved.
2. According to the invention, the pressing regulation and control of the compaction laying roller can be simple and convenient through the electric push rod, the laying control effect of the composite geomembrane is better, the adapter sleeve rod is connected with the mounting rod through the positioning knob column, the adapter sleeve rod can be regulated and controlled according to the width of the composite geomembrane, and the limiting plate can limit and guide the composite geomembrane, so that the integral laying effect is better, and the construction quality and efficiency are improved.
Drawings
Fig. 1 is a schematic structural view of the composite geomembrane laying device of the present invention;
fig. 2 is a schematic structural view of a part of the composite geomembrane laying equipment of the present invention;
fig. 3 is a schematic diagram of the laying process structure of the present invention.
In the figure: 1. composite geomembrane laying equipment; 2. a loading frame; 3. a load bearing rail; 4. a mounting seat; 5. rolling the composite geomembrane; 6. a first bearing housing; 7. a first auxiliary roller; 8. regulating and controlling the air cylinder; 9. a second bearing housing; 10. an upper pinch roll; 11. a third bearing seat; 12. a lower pinch roll; 13. a bearing seat; 14. a fourth bearing seat; 15. a second auxiliary roller; 16. a fifth bearing seat; 17. a third auxiliary roller; 18. a carrier; 19. guiding the telescopic rod; 20. a sixth bearing housing; 21. compacting the paving roller; 22. a bearing plate; 23. an electric push rod; 24. mounting a rod; 25. a loop bar is switched; 26. a limiting plate; 27. a traveling wheel; 28. a drive motor; 29. and positioning the knob post.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all embodiments, and all other embodiments obtained by a person of ordinary skill in the art without creative efforts based on the embodiments of the present invention belong to the protection scope of the present invention.
In order to facilitate an understanding of the invention, the invention will now be described more fully hereinafter with reference to the accompanying drawings, in which several embodiments of the invention are shown, but which can be embodied in many different forms and should not be construed as limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete.
It will be understood that when an element is referred to as being "secured to" another element, it can be directly on the other element or intervening elements may also be present. When an element is referred to as being "connected" to another element, it can be directly connected to the other element or intervening elements may also be present. The terms "vertical," "horizontal," "left," "right," and the like as used herein are for illustrative purposes only.
Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs. The terminology used in the description of the invention herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention. As used herein, the term "and/or" includes any and all combinations of one or more of the associated listed items.
Example (b): please refer to fig. 1-3, which illustrates a method for laying a composite geomembrane for building construction, comprising a composite geomembrane laying device 1, wherein the composite geomembrane laying device 1 comprises a loading frame 2, a bearing cross bar 3 is arranged in the middle of the front and rear side surfaces of the loading frame 2, a mounting seat 4 is symmetrically arranged on the front and rear right side of the end portion of the loading frame 2, a composite geomembrane roll 5 is rotatably mounted on the mounting seat 4, a first bearing seat 6 is symmetrically arranged on the front and rear upper side of the back surface of the loading frame 2, a first auxiliary roller 7 is rotatably mounted on the first bearing seat 6, a regulating cylinder 8 is symmetrically arranged on the right upper side of the interior of the loading frame 2, a second bearing seat 9 is arranged at the driving end of the regulating cylinder 8, an upper pinch roller 10 is rotatably mounted on the second bearing seat 9, a third bearing seat 11 is arranged on the right side of the end portion of the bearing cross bar 3, a lower pinch roller 12 is rotatably mounted on the third bearing seat 11, a bearing seat 13 is arranged at the left side of a third bearing seat 11 and bears the end part of the cross rod 3, a fourth bearing seat 14 is arranged at the end part of the bearing seat 13 in bilateral symmetry, a second auxiliary roller 15 is arranged on the fourth bearing seat 14 in a rotating way, a fifth bearing seat 16 is arranged at the lower side of the front surface of the loading frame 2, a third auxiliary roller 17 is arranged on the fifth bearing seat 16 in a rotating way, a bearing frame 18 is arranged at the upper side of the front surface of the loading frame 2, a guiding telescopic rod 19 is arranged at the front side of the bottom of the bearing frame 18 in bilateral symmetry, a sixth bearing seat 20 is arranged at the lower end of the guiding telescopic rod 19, a compaction laying roller 21 is arranged on the sixth bearing seat 20, a bearing plate 22 is arranged at the lower side of the inner wall of the guiding telescopic rod 19, electric push rods 23 are arranged at the end part of the bearing plate 22 in bilateral symmetry, a mounting rod 24 is arranged at the upper side of the interior of the loading frame 2, and a transfer sleeve rod 25 is arranged on the mounting rod 24 in front-back symmetry, a limiting plate 26 is arranged at the lower end of the transfer sleeve rod 25, and a travelling wheel 27 is arranged at the lower side of the loading frame 2;
the laying method of the composite geomembrane for building construction comprises the following steps:
s1, overlapping and laying the composite geomembrane of the composite geomembrane roll 5 by sequentially passing the composite geomembrane through a first auxiliary roller 7, an upper pinch roller 10, a lower pinch roller 12, a second auxiliary roller 15 and a third auxiliary roller 17;
s2, placing the composite geomembrane on the lower side of the compaction laying roller 21, and pressing down the bearing plate 22 through the electric push rod 23 to enable the compaction laying roller 21 to compact the composite geomembrane;
s3, the loading frame 2 is moved, and the upper pinch roll 10 is regulated and controlled by the regulating and controlling cylinder 8, so that the upper pinch roll 10 and the lower pinch roll 12 clamp and convey the composite geomembrane, and clamping, conveying and compaction and laying of the composite geomembrane are realized.
In the embodiment, a first auxiliary roller 7 is rotatably mounted on a first bearing seat 6, a regulating cylinder 8 is symmetrically arranged on the right upper side inside a loading frame 2, a second bearing seat 9 is arranged at the driving end of the regulating cylinder 8, an upper pinch roller 10 is rotatably mounted on the second bearing seat 9, a third bearing seat 11 is arranged on the right side of the end part of a bearing cross rod 3, a lower pinch roller 12 is rotatably mounted on the third bearing seat 11, a bearing seat 13 is arranged on the left side of the third bearing seat 11 and is used for bearing the end part of the cross rod 3, a fourth bearing seat 14 is symmetrically arranged on the left and right side of the end part of the bearing seat 13, a second auxiliary roller 15 is rotatably mounted on the fourth bearing seat 14, a fifth bearing seat 16 is arranged on the lower side of the front surface of the loading frame 2, a third auxiliary roller 17 is rotatably mounted on the fifth bearing seat 16, a driving motor driving end 28 matched with the lower pinch roller 12 is arranged on the back surface of the loading frame 2, the driving motor 28 is connected with the lower pinch roller 12 by a coupling, go up pinch roll 10 and pinch roll 12 and correspond the adaptation setting from top to bottom, can make the interval regulation and control between pinch roll 10 and the pinch roll 12 down simple and convenient through regulation and control cylinder 8, thereby it is more convenient to make wearing of compound geomembrane to draw, can make the clamp of compound geomembrane send simple and convenient through last pinch roll 10 and pinch roll 12 down, make the tension degree of laying of compound geomembrane higher, make holistic laying quality and effect better, through first auxiliary roll 7, second auxiliary roll 15, third auxiliary roll 17, can make the conveying smoothness degree of compound geomembrane higher, thereby effectual holistic laying quality of improvement.
In this embodiment, the front side of the bottom of the bearing frame 18 is symmetrically provided with the guiding telescopic rods 19, the lower end of the guiding telescopic rods 19 is provided with the sixth bearing seat 20, the compacting and laying roller 21 is installed on the sixth bearing seat 20, the lower side of the inner wall of the guiding telescopic rods 19 is provided with the receiving plate 22, the end part of the receiving plate 22 is symmetrically provided with the electric push rod 23, the upper side of the interior of the loading frame 2 is provided with the mounting rod 24, the front and back of the mounting rod 24 are symmetrically provided with the adapter sleeve rod 25, the lower end of the adapter sleeve rod 25 is provided with the limiting plate 26, the bearing frame 18 is arranged in the U-shaped plate structure, the upper side of the mounting seat 4 is arranged in the open structure, the upper end of the electric push rod 23 is fixedly connected with the bearing frame 18, the adapter sleeve rod 25 is connected with the mounting rod 24 by the positioning knob column 29, the electric push rod 23 can enable the downward pressure regulation and control of the compacting and laying roller 21 to be simple and convenient, and enable the laying control effect of the composite geomembrane to be better, adopt location knob post 29 to be connected with installation pole 24 through changeing and connecing loop bar 25, can make changeing and connecing loop bar 25 to regulate and control according to the width of compound geomembrane, make limiting plate 26 carry out spacing direction to compound geomembrane to it is better to make holistic laying effect, improves building construction quality and efficiency.
The working principle is as follows: when the composite geomembrane is used, the composite geomembrane of the composite geomembrane roll 5 sequentially passes through the first auxiliary roller 7, the upper pinch roller 10, the lower pinch roller 12, the second auxiliary roller 15 and the third auxiliary roller 17 for overlapping and laying; placing the composite geomembrane on the lower side of the compaction laying roller 21, and pressing down the bearing plate 22 through the electric push rod 23 to enable the compaction laying roller 21 to compact the composite geomembrane; the loading frame 2 is moved, and the upper pinch roll 10 is regulated and controlled by the regulating and controlling cylinder 8, so that the upper pinch roll 10 and the lower pinch roll 12 clamp and convey the composite geomembrane, and the clamping and compaction laying of the composite geomembrane are realized;
the spacing between the upper pinch roll 10 and the lower pinch roll 12 can be regulated and controlled simply and conveniently by the regulating and controlling cylinder 8, so that the threading and placement of the composite geomembrane are more convenient, the clamping and the feeding of the composite geomembrane can be simplified and convenient by the upper pinch roll 10 and the lower pinch roll 12, the laying tension of the composite geomembrane is higher, the integral laying quality and effect are better, the conveying smoothness of the composite geomembrane can be higher by the first auxiliary roll 7, the second auxiliary roll 15 and the third auxiliary roll 17, so that the integral laying quality is effectively improved, the downward pressing regulation and control of the compaction laying roll 21 can be simplified and convenient by the electric push rod 23, the laying control effect of the composite geomembrane is better, the rotary connecting sleeve rod 25 is connected with the mounting rod 24 by adopting the positioning knob column 29, the rotary connecting sleeve rod 25 can be regulated and controlled according to the width of the composite geomembrane, and the limiting plate 26 can limit and guide the composite geomembrane, thereby the whole laying effect is better, and the building construction quality and efficiency are improved.
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 (7)
1. A composite geomembrane laying method for building construction comprises a composite geomembrane laying device (1), and is characterized in that: the composite geomembrane laying equipment (1) comprises a loading frame (2), a bearing cross rod (3) is arranged in the middle of the front side and the rear side of the loading frame (2), mounting seats (4) are symmetrically arranged on the front side and the rear side of the right side of the end part of the loading frame (2), a composite geomembrane roll (5) is rotatably mounted on the mounting seats (4), first bearing seats (6) are symmetrically arranged on the front side and the rear side of the rear upper side of the back surface of the loading frame (2), first auxiliary rollers (7) are rotatably mounted on the first bearing seats (6), regulating cylinders (8) are symmetrically arranged on the inner right upper side of the loading frame (2), a second bearing seat (9) is arranged at the driving end of each regulating cylinder (8), upper pinch rollers (10) are rotatably mounted on the second bearing seats (9), and a third bearing seat (11) is arranged on the right side of the end part of the bearing cross rod (3), the lower pinch roll (12) is rotatably mounted on the third bearing seat (11), a bearing seat (13) is arranged at the end part of the bearing cross rod (3) and is positioned on the left side of the third bearing seat (11), fourth bearing seats (14) are arranged on the end part of the bearing seat (13) in a bilateral symmetry manner, second auxiliary rolls (15) are rotatably mounted on the fourth bearing seats (14), a fifth bearing seat (16) is arranged on the lower side of the front surface of the loading frame (2), third auxiliary rolls (17) are rotatably mounted on the fifth bearing seats (16), a bearing frame (18) is arranged on the upper side of the front surface of the loading frame (2), guide telescopic rods (19) are symmetrically arranged on the left side and the right side of the front side of the bottom of the bearing frame (18), a sixth bearing seat (20) is arranged at the lower end of the guide telescopic rod (19), and compaction laying rolls (21) are mounted on the sixth bearing seat (20), a bearing plate (22) is arranged on the lower side of the inner wall of the guide telescopic rod (19), electric push rods (23) are symmetrically arranged on the left and right sides of the end part of the bearing plate (22), an installation rod (24) is arranged on the upper side inside the loading frame (2), a transfer sleeve rod (25) is symmetrically arranged on the installation rod (24) in the front-back direction, a limiting plate (26) is arranged at the lower end of the transfer sleeve rod (25), and a traveling wheel (27) is arranged on the lower side of the loading frame (2);
the laying method of the composite geomembrane for building construction comprises the following steps:
s1, overlapping and laying the composite geomembrane of the composite geomembrane roll (5) through a first auxiliary roller (7), an upper pinch roller (10), a lower pinch roller (12), a second auxiliary roller (15) and a third auxiliary roller (17) in sequence;
s2, placing the composite geomembrane on the lower side of the compaction and laying roller (21), and pressing down the bearing plate (22) through the electric push rod (23) to compact the composite geomembrane by the compaction and laying roller (21);
s3, the loading frame 2 is moved, and the upper pinch roll (10) is regulated and controlled by the regulating and controlling cylinder (8), so that the upper pinch roll (10) and the lower pinch roll (12) clamp and feed the composite geomembrane, and the clamping and compaction laying of the composite geomembrane are realized.
2. The construction composite geomembrane laying method according to claim 1, wherein: the back of the loading frame (2) is provided with a driving motor (28) matched with the lower pinch roll (12), and the driving end of the driving motor (28) is connected with the lower pinch roll (12) through a coupler.
3. The method for laying the composite geomembrane for building construction according to claim 1, wherein: the upper pinch roll (10) and the lower pinch roll (12) are correspondingly and adaptively arranged up and down.
4. The construction composite geomembrane laying method according to claim 1, wherein: the bearing frame (18) is arranged in a U-shaped plate structure.
5. The construction composite geomembrane laying method according to claim 1, wherein: the upper side of the mounting seat (4) is in an open structure.
6. The construction composite geomembrane laying method according to claim 1, wherein: the upper end of the electric push rod (23) is fixedly connected with the bearing frame (18).
7. The construction composite geomembrane laying method according to claim 1, wherein: the rotary sleeve rod (25) is connected with the mounting rod (24) by a positioning knob column (29).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210408964.4A CN114808850A (en) | 2022-04-19 | 2022-04-19 | Method for laying composite geomembrane for building construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210408964.4A CN114808850A (en) | 2022-04-19 | 2022-04-19 | Method for laying composite geomembrane for building construction |
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| Publication Number | Publication Date |
|---|---|
| CN114808850A true CN114808850A (en) | 2022-07-29 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210408964.4A Pending CN114808850A (en) | 2022-04-19 | 2022-04-19 | Method for laying composite geomembrane for building construction |
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| CN (1) | CN114808850A (en) |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN112111901A (en) * | 2020-09-25 | 2020-12-22 | 夏梦．意杰服饰有限公司 | Ironing equipment for clothing manufacturing |
| CN215165450U (en) * | 2021-03-15 | 2021-12-14 | 武汉南方旭域科技工程有限公司 | Laying device of geogrid |
| CN215823491U (en) * | 2021-04-16 | 2022-02-15 | 杭州佳思米新材料有限公司 | Compound coating unit of high viscose glue |
| CN114083934A (en) * | 2021-11-30 | 2022-02-25 | 宿迁学院 | Efficient indoor decoration wall sticker picture laying device |
-
2022
- 2022-04-19 CN CN202210408964.4A patent/CN114808850A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112111901A (en) * | 2020-09-25 | 2020-12-22 | 夏梦．意杰服饰有限公司 | Ironing equipment for clothing manufacturing |
| CN215165450U (en) * | 2021-03-15 | 2021-12-14 | 武汉南方旭域科技工程有限公司 | Laying device of geogrid |
| CN215823491U (en) * | 2021-04-16 | 2022-02-15 | 杭州佳思米新材料有限公司 | Compound coating unit of high viscose glue |
| CN114083934A (en) * | 2021-11-30 | 2022-02-25 | 宿迁学院 | Efficient indoor decoration wall sticker picture laying device |
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Application publication date: 20220729 |
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