Vault trolley
By designing the track, electric wheel frame, support shoe gantry, and arch formwork structure of the arch trolley, the problems of unstable support and high power consumption of the existing arch trolley during concrete pouring were solved, achieving the effects of stable formwork support and reduced power consumption.
Patent Information
- Application Number
- CN202520608758.7
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-04-02
- Publication Date
- 2025-12-30
- Estimated Expiration
- 2035-04-02
AI Technical Summary
The existing arch trolley has unstable support during concrete pouring, consumes a lot of power when moving, and makes it difficult to separate the entire trolley into upper and lower sections and lift it up and down.
An arch trolley structure was designed, comprising a first track, an electric wheel frame, a support shoe gantry, a lifting cylinder, and an arch template. The support shoe gantry and the arch template can be separated. The support shoe abuts against the inner wall of the tunnel. Combined with the clamping plate, inner and outer molds, and rubber strip structure, it ensures stable formwork support and prevents grout leakage.
It achieves stable formwork support during concrete pouring, and the entire trolley can be moved vertically, reducing power consumption and improving construction efficiency.
Smart Images

Figure CN223739425U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the field of tunnel construction, and in particular to an arch-top trolley. Background Technology
[0002] For example, Chinese Utility Model Patent Publication No. CN 205918432 U discloses a biomimetic hydraulic stepping arch inner formwork lining trolley for open-cut tunnels, including a gantry, a trolley top, a combined crossbeam, and a rotating column whose upper end is connected to the upper node on the combined crossbeam by a connecting pin, and whose lower end is connected to the traveling beam at the lower node by a connecting pin; a bending cylinder passes through the combined crossbeam to connect the rotating column and the anti-cantilever crossbeam. This design is not conducive to stable support during pouring, requires the entire trolley to move back and forth during movement, and consumes a large amount of power. Utility Model Content
[0003] The technical problem to be solved by this utility model is to provide an arch trolley that can stably support the formwork during concrete pouring, and the entire trolley can be moved and lifted separately in the upper and lower parts, which helps to reduce power consumption.
[0004] To solve the above problems, a dome-shaped trolley was adopted, which includes:
[0005] The first track is laid parallel at intervals;
[0006] The first electric wheel frame is arranged at intervals on the first track;
[0007] The first bottom longitudinal beam is fixed at its front and rear ends to the first electric wheel frame;
[0008] The support frame has its uprights fixed to the first bottom longitudinal beam;
[0009] Boot supports are located on both sides of the boot support frame;
[0010] The first lifting cylinder is located below the first bottom longitudinal beam, with its telescopic end facing the first track;
[0011] The top longitudinal beams are fixed parallel to the support frame at intervals;
[0012] The second track is laid on the top longitudinal beam;
[0013] The second electric wheel frame is set at intervals on the second track;
[0014] The second bottom longitudinal beam is fixed at its front and rear ends to the second electric wheel frame;
[0015] The arched portal frame has its columns fixed to the second bottom longitudinal beam;
[0016] The second lifting cylinder is fixedly connected at intervals to the bottom of the second longitudinal beam, and its telescopic end faces the second track.
[0017] The electric push rod is fixed at its bottom to the crossbeam of the arch frame;
[0018] The arch formwork is connected to the telescopic end of the upper part of the electric push rod;
[0019] With this structure, the support shoe gantry and the arch gantry can be separated, and the support shoe of the support shoe gantry can abut against the inner wall around the tunnel to keep the trolley stable.
[0020] As a further improvement of this utility model, the arch template is provided with working windows and vibration holes at intervals.
[0021] With this structure, concrete can be poured through the working window and compacted by an attached vibrator installed through the vibration hole.
[0022] As a further improvement of this utility model, a clamping plate is added to the arch template, the clamping plate covers the notch of the arch template, and is then fixed by bolts and positioning pins.
[0023] With this structure, the plywood can be assembled with the arch formwork and other formwork to form a whole.
[0024] As a further improvement of this utility model, the arch template includes an inner mold and an outer mold, which are fixed by anchor rods.
[0025] With this structure, once the inner and outer molds are fixed, it is easy to support the formwork and pour concrete.
[0026] As a further improvement of this utility model, a soft overlap mold is provided at the rear end of the arch template. The soft overlap mold includes a first end plate and a second end plate spaced apart; and a rib plate located between the first end plate and the second end plate; a pad plate is connected to the first end plate, the second end plate and the rib plate, and a rubber strip is laid on the pad plate. A back bolt is provided on the rubber strip and passes through the pad plate and is tightened.
[0027] With this structure, the rubber strip is supported and can press tightly at the overlap when it overlaps with the previous section of secondary lining concrete to prevent grout leakage at the overlap. The rubber strip can also prevent the concrete from being crushed during the overlap.
[0028] As a further improvement of this utility model, a limiting plate is provided on the side of the rubber strip, and the limiting plate is fixedly connected to the side of the second end plate and the pad.
[0029] With this structure, when the rubber strip is compressed, the pressure at the contact edge with the concrete is increased due to the constraint of the limiting strip, thus further preventing grout leakage.
[0030] As a further improvement of this utility model, the surface of the rubber strip is provided with an inclined V-shaped notch.
[0031] With this structure, the inclined V-shaped notch can be used as an overlap position. At this time, the edge of the upper section of secondary lining concrete can extend into the V-shaped notch, and the entire contact edge forms a V-shaped zigzag line instead of a horizontal line, which better prevents grout leakage.
[0032] This invention provides stable formwork support during concrete pouring, and the entire trolley can be moved vertically, which helps reduce power consumption. Attached Figure Description
[0033] Figure 1 This is a frontal sectional view of the structure of an embodiment.
[0034] Figure 2 This is a side view sectional diagram of an embodiment.
[0035] Figure 3 This is a structural schematic diagram of the arch formwork.
[0036] Figure 4 A schematic diagram of the structure for installing the clamping plate.
[0037] Figure 5 Side view of the clamp installation.
[0038] Figure 6 This is a schematic diagram of a flexible overlap structure.
[0039] Figure 7 This is a schematic diagram of the structure where the flexible lap joint with a notch overlaps with the concrete of the front arch.
[0040] Reference numerals: 1. First track; 2. First electric wheel frame; 3. First bottom longitudinal beam; 4. Support shoe gantry; 5. Support shoe; 6. Top longitudinal beam; 7. Second track; 8. Second electric wheel frame; 9. Second bottom longitudinal beam; 10. Arch gantry; 11. Second lifting cylinder; 12. Arch formwork; 121. Inner formwork; 122. Outer formwork; 123. Anchor bolt; 124. Working window; 125. Vibration hole; 13. Electric push rod; 14. Flexible lap joint formwork; 141. First end plate; 142. Second end plate; 143. Rib plate; 144. Pad plate; 145. Rubber strip; 146. Back bolt; 147. Limiting plate; 148. V-shaped notch; 15. Bolt; 16. Positioning pin; 17. Clamping plate; 18. Front section of arch concrete; 19. First lifting cylinder. Detailed Implementation
[0041] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.
[0042] In the description of this utility model, it should be noted that the terms "center," "upper," "lower," "left," "right," "vertical," "horizontal," "inner," and "outer," etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are used only for the convenience of describing this utility model and for simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this utility model. The terms "first," "second," and "third" are used for descriptive purposes only and should not be construed as indicating or implying relative importance. Furthermore, unless otherwise explicitly specified and limited, the terms "installed," "connected," and "linked" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral connection; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; and they can refer to the internal connection of two components. Those skilled in the art can understand the specific meaning of the above terms in this utility model based on the specific circumstances.
[0043] Example 1
[0044] like Figures 1-7 As shown, a vaulted trolley includes:
[0045] The first track 1 is laid parallel at intervals;
[0046] The first electric wheel frame 2 is arranged at intervals on the first track 1;
[0047] The first bottom longitudinal beam 3 is fixed at its front and rear ends to the first electric wheel frame 2;
[0048] The support frame 4 has its uprights fixed to the first bottom longitudinal beam 3;
[0049] Support boot 5 is set on both sides of support boot gate frame 4;
[0050] The first lifting cylinder 19 is located below the first bottom longitudinal beam 3, with its telescopic end facing the first track 1;
[0051] The top longitudinal beam 6 is fixed parallel to the support shoe frame 4 at intervals;
[0052] The second track 7 is laid on the top longitudinal beam 6;
[0053] The second electric wheel frame 8 is arranged at intervals on the second track 7;
[0054] The second bottom longitudinal beam 9 is fixed at its front and rear ends to the first electric wheel frame 2;
[0055] The arched portal frame 10 has its columns fixed to the second bottom longitudinal beam 9;
[0056] The second lifting cylinder 11 is fixedly connected at intervals to the bottom of the second bottom longitudinal beam 9, and its telescopic end faces the second track 7.
[0057] The electric push rod 13 is fixed at its bottom to the crossbeam of the arch frame 10;
[0058] The arch formwork 12 is connected to the upper telescopic end of the electric push rod 13;
[0059] With this structure, the support shoe gantry 4 and the arch gantry 10 can be separated, and the support shoe 5 of the support shoe gantry 4 can abut against the inner wall around the tunnel to keep the trolley stable.
[0060] In this embodiment, the arch template 12 is provided with working windows 124 and vibration holes 125 at intervals.
[0061] With this structure, concrete can be poured through the working window 124 and the attached vibrator can be installed through the vibration hole 125 to vibrate the concrete.
[0062] In this embodiment, a clamping plate 17 is installed on the arch template, the clamping plate 17 covers the notch of the arch template 12, and is then fixed by bolts 15 and positioning pins 16.
[0063] With this structure, the plywood 17 can be assembled with the arch formwork 12 and other formwork to form a whole.
[0064] In this embodiment, the arch template 12 includes an inner mold 121 and an outer mold 122, which are fixed by anchor rods 123.
[0065] With this structure, once the inner mold 121 and the outer mold 122 are fixed, it is easy to support the formwork and pour concrete.
[0066] In this embodiment, a flexible overlap mold 14 is provided at the rear end of the arch template 12. The flexible overlap mold 14 includes a first end plate 141 and a second end plate 142 spaced apart; and a rib plate 143 located between the first end plate 141 and the second end plate 142. A pad plate 144 is connected to the first end plate 141, the second end plate 142 and the rib plate 143. A rubber strip 145 is laid on the pad plate 144, and a back bolt 146 is provided on the rubber strip 145. The back bolt 146 passes through the pad plate 144 and is tightened.
[0067] With this structure, the rubber strip 145 is supported and can press tightly at the overlap when it is joined with the previous section of secondary lining concrete to prevent grout leakage at the overlap. The rubber strip 145 can also prevent the concrete from being crushed during the overlap.
[0068] In this embodiment, a limiting plate 147 is provided on the side of the rubber strip 145, and the limiting plate 147 is fixedly connected to the side of the second end plate 142 and the pad 144.
[0069] With this structure, when the rubber strip 145 is pressed, the pressure at the contact edge with the concrete is increased due to the constraint of the limiting strip, so as to further prevent grout leakage.
[0070] In this embodiment, the surface of the rubber strip 145 is provided with an inclined V-shaped notch 148.
[0071] With this structure, the inclined V-shaped notch 148 can be used as an overlap position. At this time, the edge of the upper section of secondary lining concrete can extend into the V-shaped notch 148, and the entire contact edge is a V-shaped zigzag line instead of a horizontal line, which better prevents grout leakage.
[0072] This invention provides stable formwork support during concrete pouring, and the entire trolley can be moved vertically, which helps reduce power consumption.
[0073] The above description, in conjunction with specific preferred embodiments, provides a further detailed explanation of the present invention. It should not be construed that the specific implementation of the present invention is limited to these descriptions. For those skilled in the art, various equivalent substitutions or obvious modifications can be made without departing from the concept of the present invention, and all such modifications, achieving the same performance or purpose, should be considered within the protection scope of the present invention.
Claims
1. A crown truck characterized by The utility model relates to a movable arch formwork, which comprises: a first track (1) laid in parallel at intervals; a first electric wheel frame (2) arranged on the first track (1) at intervals; a first bottom longitudinal beam (3) fixed at the front and back ends of the first electric wheel frame (2); a support shoe gantry (4) with upright columns fixed to the first bottom longitudinal beam (3); support shoes (5) arranged on both sides of the support shoe gantry (4); a first jacking oil cylinder (19) arranged below the first bottom longitudinal beam (3) with the telescopic end facing the first track (1); a top longitudinal beam (6) fixed to the support shoe gantry (4) at intervals; a second track (7) laid on the top longitudinal beam (6); a second electric wheel frame (8) arranged on the second track (7) at intervals; a second bottom longitudinal beam (9) fixed at the front and back ends of the second electric wheel frame (8); a vault gantry (10) with upright columns fixed to the second bottom longitudinal beam (9); a second jacking oil cylinder (11) fixed below the second bottom longitudinal beam (9) at intervals with the telescopic end facing the second track (7); an electric push rod (13) fixed at the bottom of the crossbeam of the vault gantry (10); a vault formwork (12) connected to the telescopic end of the upper end of the electric push rod (13).
2. The crown lantern according to claim 1, wherein The vault formwork (12) is provided with working windows (124) and vibrating holes (125) distributed at intervals.
3. The crown lantern of claim 1, wherein The vault formwork (12) is additionally provided with clamping plates (17) covering the notches of the vault formwork (12), and the clamping plates (17) are fixed through bolts (15) and positioning pins (16).
4. The crown lantern of claim 1, wherein The vault formwork (12) comprises an inner form (121) and an outer form (122), and the inner form (121) and the outer form (122) are fixed through anchor rods (123).
5. The vault truck of claim 1, wherein The vault formwork (12) is provided at the rear end with a soft lap joint form (14) comprising first end plates (141) and second end plates (142) arranged at intervals, and rib plates (143) between the first end plates (141) and the second end plates (142); the first end plates (141), the second end plates (142) and the rib plates (143) are connected with gusset plates (144), the gusset plates (144) are laid with rubber strips (145), the rubber strips (145) are provided with back bolts (146), and the back bolts (146) are screwed through the gusset plates (144).
6. The vault truck of claim 5, wherein The side surfaces of the rubber strips (145) are provided with limiting plates (147) fixed to the side surfaces of the second end plates (142) and the gusset plates (144).
7. The vault truck of claim 6, wherein The surfaces of the rubber strips (145) are provided with inclined V-shaped notches (148).
Citation Information
Patent Citations
Bionical hydraulic pressure stride formula vault centre form lining cutting platform truck of open trench tunnel
CN205918432U