Plastering device suitable for different gradients of inverted arch filling layer
By designing the smear device of the longitudinal track and articulated smear mechanism in tunnel construction, the problems of inaccurate positioning and poor dynamic synchronization at different slopes of the arch filling layer are solved, and efficient and accurate smear operation is achieved to adapt to changes in longitudinal and transverse slopes. Improve construction efficiency and quality.
Patent Information
- Application Number
- CN202323535311.1
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2023-12-22
- Publication Date
- 2024-12-13
- Estimated Expiration
- 2033-12-22
AI Technical Summary
During the construction of existing tunnels, the positioning of the smearing device at different slopes of the arch filling layer is inaccurate, and the dynamic synchronization is poor, which affects the construction efficiency and quality. It also needs to be re-arranged frequently when the terrain changes, which is complicated to operate.
Design a smear device including a longitudinal track, a running mechanism and a smear mechanism. The longitudinal track is arranged on the longitudinal beam of the central groove formwork. The smear mechanism moves along the longitudinal track. The smear mechanism hinges and adjusts the smear angle, which is independent of the trestle and the smear template. , adapt to longitudinal and transverse slope changes.
The precise positioning of the smear device and efficient adaptation to different slopes is achieved, construction efficiency and accuracy are improved, operation is simplified, positioning and installation complexity is reduced, and adapting to longitudinal and transverse slope changes is not necessary to re-arrange.
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Figure CN222162629U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of tunnel construction equipment, in particular to a plastering device suitable for invert filling layers with different slopes. Background Art
[0002] With the rapid progress of tunnel construction technology in my country, construction efficiency and quality standards have gradually improved. During the construction of the tunnel invert filling layer, the requirements for the quality of concrete surface molding are particularly stringent, which has led to a growing demand for filling layer finishing equipment. In the current double-track tunnel construction plan, there are three main ways to install the finishing device: the finishing device is installed between the invert formwork on the left and right sides, the finishing device is installed between the center ditch formwork and the invert formwork, and the finishing device is installed on the trestle.
[0003] Among them, the most common installation method is to install the plastering device between the left and right inverted arch formworks. However, this positioning method is not only difficult to ensure accuracy, but also cannot adapt well to the transverse slope of the inverted arch filling layer, and affects the installation and use of the inverted arch formwork. In addition, because the power source of the plastering device is configured on both sides of the center ditch, the power synchronization is poor, which increases the failure rate of the equipment walking. The overall structural rigidity of the equipment is also insufficient due to space limitations and is prone to deformation. If you try to solve this problem by increasing the positioning points of the center ditch, it may cause more positioning inaccuracies due to the increase in positioning points; the installation method in which the plastering device is installed between the center ditch formwork and the inverted arch formwork allows the plastering device to be constructed on the left and right sides with the center ditch as the boundary. However, this installation method requires the plastering device to be rearranged when the transverse and longitudinal slopes of the inverted arch filling layer change due to terrain changes and drainage requirements, which is time-consuming and laborious; the method in which the plastering device is installed on the trestle has high requirements for the centering of the trestle. Although the lifting function is designed, it is still challenging to achieve accurate control of the elevation of the plastering device, especially in the case of longitudinal slopes, and the operation is complicated. This not only requires the trestle to have extremely high positioning accuracy for the plastering device, but also when the trestle needs to bear the passage of vehicles, the interference of vehicle traffic on the plastering operation is almost inevitable. Utility Model Content
[0004] The technical problem to be solved by the utility model is to overcome the deficiencies of the prior art and provide a plastering device suitable for different slopes of invert filling layers with accurate positioning, wide application range, low construction difficulty, high construction efficiency and construction quality.
[0005] In order to solve the above technical problems, the utility model adopts the following technical solutions:
[0006] A plastering device suitable for different slopes of an inverted arch filling layer comprises a longitudinal track, a running mechanism and a plastering mechanism, wherein the longitudinal track is arranged on the longitudinal beam of a central ditch template, the running mechanism is arranged on the longitudinal track, the plastering mechanism is arranged on the running mechanism, the plastering mechanism comprises a crossbeam and a plastering member arranged at the bottom of the crossbeam, or the plastering mechanism comprises a crossbeam, a plastering portion is arranged at the bottom of the crossbeam, and the crossbeam is hinged to the running mechanism to adjust the lateral inclination angle.
[0007] As a further improvement of the above technical solution: the bottoms of both ends of the beam are provided with plastering pieces, the plastering pieces are plastering panels, and the two plastering panels are respectively located on the left and right sides of the central groove template.
[0008] As a further improvement of the above technical solution: the bottoms of both ends of the beam are provided with plastering parts, the plastering parts are plastering rollers, and the two plastering rollers are respectively located on the left and right sides of the central groove template.
[0009] As a further improvement of the above technical solution: a first rotating driving member is provided on the crossbeam, and the first rotating driving member is connected to the plastering roller.
[0010] As a further improvement of the above technical solution: a lifting component is provided between the longitudinal track and the longitudinal beam of the center ditch template.
[0011] As a further improvement of the above technical solution: the lifting component is a cylinder and is arranged at the front and rear ends of the longitudinal beam of the center groove template.
[0012] As a further improvement of the above technical solution: the running mechanism includes a running frame and a driving assembly, the running frame is provided with a guide member for cooperating with the longitudinal track, the driving assembly includes sprockets arranged at both ends of the longitudinal track, a chain wound around the sprockets, and a second rotating driving member connected to one of the sprockets, and the running frame is connected to the chain.
[0013] As a further improvement of the above technical solution: it also includes a mounting seat, the longitudinal rails are provided with two and are respectively arranged on the left and right sides of the mounting seat, the upper part of the mounting seat is connected to the sprocket, and the lower part of the mounting seat is connected to the lifting component.
[0014] As a further improvement of the above technical solution: the longitudinal track is a cylindrical track, the guide member is a guide sleeve, and is sleeved on the longitudinal track; or, the guide member is a guide wheel, each of the longitudinal tracks includes two upper and lower parts, and each of the parts is provided with the guide wheel.
[0015] As a further improvement of the above technical solution: support wheels are provided at both ends of the crossbeam, and support guide rails for providing support for the support wheels are provided on the inverted arch formwork.
[0016] Compared with the prior art, the utility model has the advantages that: the utility model discloses a plastering device suitable for different slopes of the inverted arch filling layer, sets the longitudinal track on the longitudinal beam of the center ditch template, relies on the longitudinal beam of the center ditch template to achieve precise positioning, and the plastering mechanism is completely independent of the trestle and the inverted arch template, so as not to affect the functions of the trestle and the inverted arch template. The running mechanism moves along the longitudinal track, driving the plastering mechanism to smooth the concrete on the surface of the inverted arch filling layer, so that the plastering mechanism can adapt to the change of the longitudinal slope of the inverted arch filling layer. The crossbeam is hinged with the running mechanism so that the crossbeam can change its inclination angle, thereby enabling the plastering mechanism to adapt to the change of the transverse slope of the inverted arch filling layer. In the plastering process, the plastering mechanism can adapt to the change of the longitudinal and transverse slopes of the inverted arch filling layer without repositioning and installing the plastering mechanism, and the construction efficiency is high, and the operation is simple, the use is convenient, the precision and stability of the plastering work are high, and the whole can be moved toward the next construction area with the center ditch template, and the arrangement is convenient. BRIEF DESCRIPTION OF THE DRAWINGS
[0017] Figure 1 It is a structural schematic diagram of the prior art in which plastering devices are respectively installed on both sides of the central groove template.
[0018] Figure 2 The present invention is a structural schematic diagram of a prior art plastering device installed on an inverted arch formwork.
[0019] Figure 3 The utility model is a structural schematic diagram of a prior art plastering device installed on a trestle.
[0020] Figure 4 The utility model is a front view schematic diagram of a first embodiment of a plastering device suitable for inverted arch filling layers with different slopes.
[0021] Figure 5 The utility model is a top view schematic diagram of a first embodiment of a plastering device suitable for inverted arch filling layers with different slopes.
[0022] Figure 6 The utility model is a side view schematic diagram of a first embodiment of a plastering device suitable for different slopes of an inverted arch filling layer.
[0023] Figure 7 The utility model is a schematic diagram of the plastering state of a plastering device of an embodiment 1 suitable for different slopes of an inverted arch filling layer.
[0024] Figure 8 The utility model is a schematic diagram of the jacking state of the first embodiment of the plastering device suitable for different slopes of the inverted arch filling layer.
[0025] Fig. 9 The utility model is a schematic diagram of the inclined state of the crossbeam of the first embodiment of the plastering device suitable for different slopes of the inverted arch filling layer.
[0026] Fig.10 yes Figure 4 Enlarged schematic diagram of part A.
[0027] Fig.11 yes Fig.10 Schematic diagram of the enlarged portion B.
[0028] Fig.12 The utility model is a schematic diagram of the working state of the second embodiment of the plastering device suitable for different slopes of the inverted arch filling layer.
[0029] Fig.13 The utility model is a schematic diagram of the connection of the mounting seat of the third embodiment of the plastering device suitable for different slopes of the inverted arch filling layer.
[0030] Fig.14 yes Fig.13 Enlarged schematic diagram of part C.
[0031] The numbers in the figure represent: 1. center groove template; 2. longitudinal track; 3. running mechanism; 31. running frame; 311. guide member; 32. drive assembly; 321. sprocket; 322. chain; 323. second rotating drive member; 4. plastering mechanism; 41. crossbeam; 42. plastering member; 421. plastering roller; 43. first rotating drive member; 44. support wheel; 5. lifting component; 6. mounting seat; 7. guide sleeve; 8. guide wheel; 9. inverted arch template; 91. support rail. DETAILED DESCRIPTION
[0032] The present invention will be further described in detail below in conjunction with the accompanying drawings and specific embodiments.
[0033] In the description of the present invention, it should be understood that the terms "length", "width", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside", etc., indicating the orientation or position relationship, are based on the orientation or position relationship shown in the accompanying drawings, and are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation on the present invention.
[0034] In addition, the terms "first" and "second" are used for descriptive purposes only and should not be understood as indicating or implying relative importance or implicitly indicating the number of the indicated technical features. Therefore, the features defined as "first" and "second" may explicitly or implicitly include one or more of the features. In the description of the present utility model, the meaning of "plurality" is two or more, unless otherwise clearly and specifically defined.
[0035] In the present invention, unless otherwise clearly specified and limited, the terms "assemble", "connect", "connect", "fix" and the like should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection or an indirect connection through an intermediate medium, it can be the internal connection of two elements or the interaction relationship between two elements. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.
[0036] Embodiment 1
[0037] Figures 4 to 11 An embodiment of the utility model is shown, which is suitable for a plastering device with different slopes of an inverted arch filling layer. The plastering device with different slopes of an inverted arch filling layer comprises a longitudinal track 2, a running mechanism 3 and a plastering mechanism 4. The longitudinal track 2 is arranged on the longitudinal beam of the center groove template 1, the running mechanism 3 is arranged on the longitudinal track 2, the plastering mechanism 4 is arranged on the running mechanism 3, the plastering mechanism 4 comprises a cross beam 41, a plastering portion is arranged at the bottom of the cross beam 41, and the cross beam 41 is hinged to the running mechanism 3 to adjust the lateral inclination angle.
[0038] The plastering device of the embodiment is applicable to different slopes of the inverted arch filling layer. The longitudinal track 2 is set on the longitudinal beam of the center trench template 1, and the longitudinal beam of the center trench template 1 is relied on to achieve accurate positioning. The plastering mechanism 4 is completely independent of the trestle and the inverted arch template, so as not to affect the functions of the trestle and the inverted arch template. The running mechanism 3 moves along the longitudinal track 2, driving the plastering mechanism 4 to smooth the concrete on the surface of the inverted arch filling layer, so that the plastering mechanism 4 can adapt to the change of the longitudinal slope of the inverted arch filling layer. The crossbeam 41 is hinged with the running mechanism 3 so that the crossbeam 41 can change its inclination angle, thereby enabling the plastering mechanism 4 to adapt to the change of the transverse slope of the inverted arch filling layer. The plastering device of the embodiment is applicable to different slopes of the inverted arch filling layer. It is not necessary to reposition and install the plastering mechanism 4 during the plastering process to adapt to the change of the longitudinal and transverse slopes of the inverted arch filling layer. The construction efficiency is high, and the operation is simple, the use is convenient, the precision and stability of the plastering work are high, and the whole can be moved toward the next construction area with the center trench template 1, and the arrangement is convenient.
[0039] As a preferred embodiment, the bottoms of both ends of the cross beam 41 are provided with plastering parts, and the two plastering parts are respectively located on the left and right sides of the central trench template 1. The plastering mechanism 4 can plaster the inverted arch filling layers on the left and right sides of the central trench template 1, reducing the number of related parts and reducing costs.
[0040] Furthermore, in the present embodiment, a lifting component 5 is provided between the longitudinal track 2 and the longitudinal beam of the center groove template 1, and the lifting component 5 is preferably an oil cylinder, and is provided at the front and rear ends of the longitudinal beam of the center groove template 1. When the cross beam 41 is at different inclination angles, the height of the cross beam 41 can be adjusted by the lifting component 5, so that the plastering surface and the surface of the inverted arch filling layer are more closely fitted, thereby improving the compaction effect during the plastering process. At the same time, when the cross beam 41 is in a jacking state, the plastering surface is separated from the surface of the inverted arch filling layer, which facilitates the demoulding of the center groove template 1 and prevents the cross beam 41 from extending into the inverted arch filling layer during the demoulding process, thereby destroying the completed plastering work. Of course, in other embodiments, the lifting component 5 can be a cylinder, a screw nut pair, and other components, and the specific structure will not be repeated.
[0041] Furthermore, in this embodiment, the running mechanism 3 includes a running frame 31 and a driving assembly 32. The running frame 31 is provided with a guide member 311 for cooperating with the longitudinal track 2. The driving assembly 32 includes sprockets 321 provided at both ends of the longitudinal track 2, a chain 322 wound around the sprockets 321, and a second rotating driving member 323 connected to one of the sprockets 321. The running frame 31 is connected to the chain 322. The rotation of the second rotating driving member 323 drives the chain 322 to move, thereby driving the running frame 31 to move. The structure is simple and the transmission is reliable, which can ensure that the plastering mechanism 4 and the running mechanism 3 can stably move along the longitudinal track 2. Of course, in other embodiments, the running mechanism 3 can also be driven to move along the longitudinal track 2 by gears, oil cylinders, etc., and the specific structure will not be repeated.
[0042] Furthermore, in this embodiment, the plastering device suitable for different slopes of the inverted arch filling layer also includes a mounting seat 6, two longitudinal tracks 2 are provided, and are respectively arranged on the left and right sides of the mounting seat 6, the upper part of the mounting seat 6 is connected to the sprocket 321, and the lower part of the mounting seat 6 is connected to the lifting component 5. The running mechanism 3 moves on the two longitudinal tracks 2 through the guide member 311, which is conducive to improving the stability and safety during the running process, and ensuring the movement accuracy to avoid deviation.
[0043] Furthermore, in this embodiment, the longitudinal track 2 is a cylindrical track, and the guide member 311 is a guide sleeve 7 and is sleeved on the longitudinal track 2, which can prevent the guide member 311 from shaking left and right during movement and derailing, thereby enhancing the stability of the cooperation between the guide member 311 and the longitudinal track 2.
[0044] Furthermore, support wheels 44 are provided at both ends of the cross beam 41, and support guide rails 91 for providing support for the support wheels 44 are provided on the arch formwork 9. When the cross beam 41 is adjusted to an inclination angle that adapts to the lateral slope of the arch filling layer, the support guide rails 91 cooperate with the support wheels 44 to lock the inclination angle of the cross beam 41 and reduce the resistance of the cross beam 41 during longitudinal movement. The structure is simple and reasonable.
[0045] The method of using the plastering device of the present embodiment, which is applicable to different slopes of the inverted arch filling layer, is as follows:
[0046] After the inverted arch filling layer is poured, first adjust the inclination angle of the crossbeam 41 according to the transverse slope of the inverted arch filling layer, and use the support rail 91 and the support wheel 44 to lock the angle of the crossbeam 41. Then, adjust the height of the crossbeam 41 by the lifting component 5 to ensure that the plastering surface contacts the surface of the inverted arch filling layer. After starting the second rotating drive member 323, the sprocket 321 starts to rotate and drives the running frame 31 fixed on the chain 322 to move, and the crossbeam 41 moves along the longitudinal track 2 with the running frame 31 to perform the plastering work. Until the plastering work of the inverted arch filling layer is completed, the lifting component 5 adjusts the height of the crossbeam 41 so that the crossbeam 41 leaves the surface of the inverted arch filling layer, and then shrinks the center trench template 1. Finally, the plastering device with different slopes of the entire inverted arch filling layer moves to the next construction area together with the center trench template 1, ready for the plastering work of the next construction interval.
[0047] It should be noted that when the inverted arch filling surface is horizontal, the crossbeam 41 can also be rotated to a horizontal state, and the inverted arch filling layer on both sides of the center ditch template 1 can be plastered at the same time. Since the traveling frame 3 is driven by a single power source, the synchronization of the two ends of the crossbeam 41 is good.
[0048] Embodiment 2
[0049] Fig.12 Another embodiment of the utility model is shown, which is applicable to the plastering device of different slopes of the inverted arch filling layer. The structure of the plastering device of different slopes of the inverted arch filling layer of this embodiment is roughly the same as that of the first embodiment, except that:
[0050] In this embodiment, the bottom of both ends of the crossbeam 41 is provided with a plastering member 42, and the plastering member 42 is a plastering roller 421. The two plastering rollers 421 are respectively located on the left and right sides of the central groove template 1. Compared with the first embodiment, the plastering roller 421 can provide better compaction and smoothing effects. Of course, in other embodiments, the plastering member 42 can be other plastering components such as a plastering panel, which will not be described in detail.
[0051] Furthermore, in this embodiment, a first rotating driving member 43 is provided on the crossbeam 41, and the first rotating driving member 43 is connected to the plastering roller 421. The plastering roller 421 can be actively rotated under the drive of the first rotating driving member 43, and the plastering effect is better. Of course, in other embodiments, the plastering roller 421 can also be passively rotated by contacting the surface of the invert filling layer during the movement.
[0052] Embodiment 3
[0053] Figure 13 to Figure 14Another embodiment of the utility model is shown, which is applicable to the plastering device of different slopes of the inverted arch filling layer. The structure of the plastering device of different slopes of the inverted arch filling layer of this embodiment is roughly the same as that of the first embodiment, except that:
[0054] In this embodiment, the guide member 311 is a guide wheel 8, and each longitudinal track 2 includes two upper and lower parts, each of which is provided with a guide member 311. Compared with the first embodiment, the guide wheel 8 has less friction when moving on the longitudinal track 2, and moves more smoothly.
[0055] Although the present invention has been disclosed as a preferred embodiment as above, it is not intended to limit the present invention. Any technician familiar with the art can use the above disclosed technical content to make many possible changes and modifications to the technical solution of the present invention without departing from the scope of the technical solution of the present invention, or modify it into an equivalent embodiment of equivalent changes. Therefore, any simple modification, equivalent change and modification made to the above embodiments based on the technical essence of the present invention without departing from the content of the technical solution of the present invention should fall within the scope of protection of the technical solution of the present invention.
Claims
1. A plastering device suitable for different slopes of inverted arch filling layers, comprising a longitudinal track (2), a running mechanism (3) and a plastering mechanism (4), characterized in that: The longitudinal track (2) is arranged on the longitudinal beam of the center groove template (1), the running mechanism (3) is arranged on the longitudinal track (2), the plastering mechanism (4) is arranged on the running mechanism (3), the plastering mechanism (4) comprises a crossbeam (41) and a plastering member (42) arranged at the bottom of the crossbeam (41), or the plastering mechanism (4) comprises a crossbeam (41), a plastering member is arranged at the bottom of the crossbeam (41), and the crossbeam (41) is hinged to the running mechanism (3) to adjust the lateral inclination angle.
2. The plastering device suitable for different slopes of inverted arch filling layers according to claim 1, characterized in that: The bottoms of both ends of the crossbeam (41) are provided with plastering pieces (42), the plastering pieces (42) are plastering panels, and the two plastering panels are respectively located on the left and right sides of the central groove template (1).
3. The plastering device suitable for different slopes of inverted arch filling layers according to claim 1, characterized in that: The bottoms of both ends of the crossbeam (41) are provided with plastering parts (42), and the plastering parts (42) are plastering rollers (421). The two plastering rollers (421) are respectively located on the left and right sides of the central groove template (1).
4. The plastering device suitable for different slopes of inverted arch filling layers according to claim 3 is characterized in that: The crossbeam (41) is provided with a first rotating driving member (43), and the first rotating driving member (43) is connected to the finishing roller (421).
5. The plastering device suitable for different slopes of invert filling layers according to any one of claims 1 to 4, characterized in that: A lifting component (5) is provided between the longitudinal track (2) and the longitudinal beam of the central groove template (1).
6. The plastering device applicable to inverted arch filling layers with different slopes according to claim 5, characterized in that: The lifting component (5) is a cylinder and is arranged at the front and rear ends of the longitudinal beam of the center groove template (1).
7. The plastering device applicable to inverted arch filling layers with different slopes according to claim 5, characterized in that: The running mechanism (3) comprises a running frame (31) and a driving assembly (32); the running frame (31) is provided with a guide member (311) for cooperating with the longitudinal track (2); the driving assembly (32) comprises sprockets (321) arranged at both ends of the longitudinal track (2), a chain (322) wound around the sprockets (321), and a second rotating driving member (323) connected to one of the sprockets (321); the running frame (31) is connected to the chain (322).
8. The plastering device applicable to inverted arch filling layers with different slopes according to claim 7, characterized in that: It also includes a mounting seat (6), two longitudinal rails (2) are provided, and are respectively arranged on the left and right sides of the mounting seat (6), the upper part of the mounting seat (6) is connected to the sprocket (321), and the lower part of the mounting seat (6) is connected to the lifting component (5).
9. The plastering device applicable to inverted arch filling layers with different slopes according to claim 7, characterized in that: The longitudinal track (2) is a cylindrical track, and the guide member (311) is a guide sleeve (7) which is sleeved on the longitudinal track (2); or, the guide member (311) is a guide wheel (8), and each of the longitudinal tracks (2) includes two upper and lower parts, and each of the parts is provided with the guide wheel (8).
10. The plastering device suitable for different slopes of invert filling layers according to any one of claims 1 to 4, characterized in that: Support wheels (44) are provided at both ends of the cross beam (41), and a support guide rail (91) for providing support for the support wheels (44) is provided on the inverted arch template (9).
