Base plate mirror surface concrete fixing mold for horseshoe-shaped tunnel construction
By designing the bottom plate mirror concrete fixing mold for horseshoe-shaped tunnel construction, the problem of using a barrier rod in the side top fixing mold in tunnel project is solved, and the dual guarantee of stability and bottom plate integrity is achieved, and it is suitable for tunnels of different specifications.
Patent Information
- Application Number
- CN202421054100.8
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-05-15
- Publication Date
- 2025-02-28
- Estimated Expiration
- 2034-05-15
AI Technical Summary
In existing tunnel projects, in order to ensure stability, the fixing mold used for side tops needs to be fixed with a barrier rod. The barrier rod needs to be inserted into the bottom plate to destroy the integrity of the bottom plate and require subsequent repair.
A mirror concrete fixing mold for horseshoe-shaped tunnel construction is designed, including a first frame and a second frame that are arranged relatively, equipped with a splicing plate, a fixing knob, a support mechanism and a region adjustment mechanism. These components can stabilize the edge top mold and avoid the use of a barrier rod.
This mold can ensure the stability of the side top fixing mold, save the trouble of using the barrier rod, and effectively ensure the integrity of the bottom plate concrete and avoid subsequent repairs. At the same time, the adjustment mechanism can adapt to tunnels of different specifications and increase the scope of application.
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Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of tunnel bottom plate concrete fixing, in particular to a bottom plate mirror concrete fixing mould for horseshoe-shaped tunnel construction. Background Art
[0002] At present, in the concrete construction of tunnel projects, most projects adopt two pouring methods, namely, the bottom plate and the side top, and the construction sequence is mainly to pour the bottom plate first and then the side top. In order to ensure the stability of the bottom plate and the side top, a fixed mold is required. However, in order to ensure the stability of the fixed mold for the side top, a baffle bar is required to fix it. The baffle bar needs to be inserted into the bottom plate, thereby destroying the integrity of the bottom plate and requiring subsequent repair. Therefore, a mirror concrete fixed mold for the bottom plate of a horseshoe-shaped tunnel construction is needed to solve the above problems. Utility Model Content
[0003] 1. Technical issues to be solved
[0004] In view of the shortcomings of the prior art, the utility model provides a mirror concrete fixed mold for the bottom plate for horseshoe-shaped tunnel construction, which solves the problem that the fixed mold used for the side top needs to be fixed with a baffle rod to ensure its stability, and the baffle rod needs to be inserted into the bottom plate, thereby destroying the integrity of the bottom plate and requiring subsequent repairs.
[0005] (II) Technical solution
[0006] The utility model provides a technical solution to the above-mentioned technical problems as follows: a bottom plate mirror concrete fixed mold for horseshoe-shaped tunnel construction, comprising a first frame and a second frame arranged relatively to each other, a splicing plate being commonly installed on the top of the opposite side of the first frame and the second frame, a plurality of sets of fixed knobs being symmetrically installed in the splicing plate, a supporting mechanism for supporting the horseshoe-shaped tunnel side wall fixed mold being arranged in the first frame and the second frame, a zone adjustment mechanism being arranged in the supporting mechanism, and a fixed mold body being arranged at the bottom of the first frame and the second frame.
[0007] Preferably, the support mechanism includes multiple groups of support frames slidably connected in the first frame and the second frame, and two groups of sleeve rods are symmetrically arranged on opposite sides of the two groups of support frames respectively located in the first frame and the second frame, and two groups of connecting rods are movably connected in each group of the sleeve rods, and two groups of fastening knobs are symmetrically installed on the surface of each group of the sleeve rods.
[0008] Preferably, each set of the sleeve rods is provided with a through hole matched with the connecting rod, one end of each set of the connecting rods outside the sleeve rods is mounted on the surface of the support frame, and the connecting rods and the sleeve rods are fixed by a tightening knob.
[0009] Preferably, the area adjustment mechanism includes two groups of cross frames slidably connected in the support frame, each group of the cross frames is equipped with sliders at both ends, each group of the sliders is threaded with two groups of screws, the bottoms of the two groups of cross frames are commonly connected to multiple groups of partitions, each group of the partitions is rotatably connected with an adjusting screw, the surface of the adjusting screw is threaded with two groups of sleeves, each group of the partitions is slidably connected with two groups of fixing rods, the bottom end of each group of the fixing rods and the top of each group of the sleeves are equipped with bumps, and the surface of each group of the fixing rods is sleeved with a spring.
[0010] Preferably, the inner wall of each group of the support frames is symmetrically provided with two groups of rectangular sliding grooves adapted to the sliders, the cross frames and the support frames are fixed by screws, the bottom of each group of the cross frames is provided with a rectangular slot adapted to the fixing rod, a limit block is installed at the bottom of the cross frame, and the bottom surface of the support frame is provided with a sliding groove adapted to the limit block.
[0011] Preferably, an end plate is installed at the bottom end of each group of fixing rods, the protrusion is installed at the bottom of the end plate, one end of the spring is installed on the inner wall of the partition, and the other end is installed on the surface of the end plate.
[0012] The beneficial effects of the utility model are:
[0013] 1) The horseshoe-shaped tunnel construction bottom plate mirror concrete fixed mold is used. When in use, the first frame and the second frame together with the fixed mold body at the bottom of the two are placed on the top of the bottom plate concrete, and then all the fastening knobs are loosened, and the support frame is pulled to move outward and abut against the mold surface for fixing the side top, thereby ensuring the stability of the side top fixed mold, eliminating the trouble of using a guard rod and effectively ensuring the integrity of the bottom plate concrete.
[0014] 2) The horseshoe-shaped tunnel construction uses a mirrored concrete fixed mold for the bottom plate. Since the bottom plate concrete has not yet been formed, there will be bulges in a few places. At this time, loosen all the screws and turn the adjusting screw to drive the sleeve to move. At this time, the bulge on the sleeve surface is separated from the bulge at the bottom of the fixed rod, and the fixed rod retracts under the action of the spring. Then the cross frame and the partition can be moved to the raised area. After the movement is completed, the cross frame is fixed by screws, and the adjusting screw is turned in the opposite direction to drive the fixed rod to extend, thereby ensuring the stability of the partition. Finally, by adding counterweights to smooth the bulges and prevent the displacement of the counterweights, the bottom plate is smoother. BRIEF DESCRIPTION OF THE DRAWINGS
[0015] Figure 1 It is a schematic diagram of the structure of the utility model;
[0016] Figure 2 It is a top view of the utility model;
[0017] Figure 3 This is a schematic diagram of the support frame structure of the utility model;
[0018] Figure 4 This is a schematic diagram of the horizontal frame structure of the utility model;
[0019] Figure 5 This is a bottom view of the horizontal frame of the utility model;
[0020] Figure 6 This is a schematic diagram of the partition structure of the utility model;
[0021] Figure 7 It is a schematic diagram of the internal structure of the partition of the utility model.
[0022] In the figure: 1. first frame; 2. second frame; 3. splicing plate; 4. tightening knob; 5. supporting mechanism; 501. supporting frame; 502. sleeve rod; 503. connecting rod; 504. tightening knob; 6. area adjustment mechanism; 601. cross frame; 602. slider; 603. screw; 604. partition; 605. adjusting screw; 606. sleeve; 607. fixing rod; 608. bump; 609. spring; 7. fixing mold body. DETAILED DESCRIPTION
[0023] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.
[0024] Embodiment 1, by Figure 1-3 Shown is a bottom plate mirror concrete fixed mold for horseshoe-shaped tunnel construction, comprising a first frame 1 and a second frame 2 arranged opposite to each other, a splicing plate 3 is installed on the top of the first frame 1 and the second frame 2 on the opposite side, a plurality of sets of fixing knobs 4 are symmetrically installed in the splicing plate 3, a supporting mechanism 5 for supporting the horseshoe-shaped tunnel side wall fixed mold is arranged in the first frame 1 and the second frame 2, and a fixed mold body 7 is arranged at the bottom of the first frame 1 and the second frame 2;
[0025] The supporting mechanism 5 includes a plurality of supporting frames 501 slidably connected in the first frame 1 and the second frame 2. Two sets of sleeve rods 502 are symmetrically arranged on opposite sides of the two supporting frames 501 in the first frame 1 and the second frame 2 respectively. Two sets of connecting rods 503 are movably connected in each set of sleeve rods 502. Two sets of fastening knobs 504 are symmetrically installed on the surface of each set of sleeve rods 502.
[0026] Each set of sleeve rods 502 is provided with a through hole compatible with the connecting rod 503, and one end of each set of connecting rods 503 outside the sleeve rods 502 is installed on the surface of the support frame 501. The connecting rods 503 and the sleeve rods 502 are fixed by a tightening knob 504. This structure can be adjusted according to tunnels of different specifications, greatly increasing the scope of application.
[0027] When in use, the first frame 1 and the second frame 2 together with the fixed mold body 7 at the bottom of the two are placed on the top of the base slab concrete, then all the fastening knobs 504 are loosened, and the support frame 501 is pulled to move outward and abut against the mold surface for fixing the side top, thereby ensuring the stability of the side top fixed mold, eliminating the trouble of using a baffle and effectively ensuring the integrity of the base slab concrete.
[0028] Embodiment 2, by Figure 1-7 It is shown that, on the basis of Example 1, a regional adjustment mechanism 6 is provided in the support mechanism 5, and the regional adjustment mechanism 6 includes two groups of cross frames 601 slidably connected in the support frame 501, and sliders 602 are installed at both ends of each group of cross frames 601, and two groups of screws 603 are threadedly connected in each group of sliders 602, and multiple groups of partitions 604 are commonly connected to the bottom of the two groups of cross frames 601, and an adjusting screw 605 is rotatably connected in each group of partitions 604, and two groups of sleeves 606 are threadedly connected on the surface of the adjusting screw 605, and two groups of fixing rods 607 are slidably connected in each group of partitions 604, and a protrusion 608 is installed at the bottom end of each group of fixing rods 607 and the top of each group of sleeves 606, and a spring 609 is sleeved on the surface of each group of fixing rods 607.
[0029] The inner wall of each group of support frames 501 is symmetrically provided with two groups of rectangular sliding grooves compatible with the slider 602, the cross frame 601 and the support frame 501 are fixed by screws 603, the bottom of each group of cross frames 601 is provided with a rectangular slot compatible with the fixing rod 607, a limit block is installed at the bottom of the cross frame 601, and a sliding groove compatible with the limit block is opened on the bottom surface of the support frame 501, and an end plate is installed at the bottom end of each group of fixing rods 607, the protrusion 608 is installed at the bottom of the end plate, one end of the spring 609 is installed on the inner wall of the partition 604, and the other end is installed on the surface of the end plate.
[0030] Because the bottom slab concrete has not yet been formed, bulges may appear in a few places of the structure. At this time, loosen all the screws 603, and then rotate the adjusting screw 605 to drive the sleeve 606 to move. At this time, the bulge 608 on the surface of the sleeve 606 is separated from the bulge 608 at the bottom of the fixing rod 607, and the fixing rod 607 retracts under the action of the spring 609. Then, the cross frame 601 and the partition 604 can be moved to the raised area. After the movement is completed, the cross frame 601 is fixed by the screw 603, and the adjusting screw 605 is rotated in the opposite direction to drive the fixing rod 607 to extend, thereby ensuring the stability of the partition 604. Finally, by adding a counterweight to smooth the bulge and prevent the displacement of the counterweight, the bottom slab concrete is made smoother.
[0031] It should be noted that, in this article, relational terms such as first and second, etc. are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Moreover, the terms "include", "comprise" or any other variants thereof are intended to cover non-exclusive inclusion, so that a process, method, article or device including a series of elements includes not only those elements, but also other elements not explicitly listed, or also includes elements inherent to such process, method, article or device. In the absence of further restrictions, the elements defined by the sentence "comprise a ..." do not exclude the existence of other identical elements in the process, method, article or device including the elements.
[0032] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.
Claims
1. A bottom plate mirror concrete fixed mold for horseshoe-shaped tunnel construction, comprising a first frame (1) and a second frame (2) arranged opposite to each other, characterized in that: A joint plate (3) is installed on the top of the opposite side of the first frame (1) and the second frame (2), and a plurality of sets of fixed knobs (4) are symmetrically installed in the joint plate (3). A support mechanism (5) for supporting a horseshoe-shaped tunnel side wall fixed mold is provided in the first frame (1) and the second frame (2), and a region adjustment mechanism (6) is provided in the support mechanism (5). A fixed mold body (7) is provided at the bottom of the first frame (1) and the second frame (2).
2. The fixed mold for bottom plate mirror concrete for horseshoe-shaped tunnel construction according to claim 1 is characterized by: The support mechanism (5) comprises a plurality of groups of support frames (501) slidably connected in the first frame (1) and the second frame (2); two groups of sleeve rods (502) are symmetrically arranged on opposite sides of the two groups of support frames (501) respectively located in the first frame (1) and the second frame (2); two groups of connecting rods (503) are movably connected in each group of the sleeve rods (502); and two groups of tightening knobs (504) are symmetrically installed on the surface of each group of the sleeve rods (502).
3. The fixed mold for bottom plate mirror concrete for horseshoe-shaped tunnel construction according to claim 2, characterized in that: Each set of the sleeve rods (502) is provided with a through hole matched with the connecting rod (503); one end of each set of the connecting rods (503) outside the sleeve rods (502) is mounted on the surface of the support frame (501); and the connecting rods (503) and the sleeve rods (502) are fixed by a tightening knob (504).
4. The fixed mold for bottom plate mirror concrete for horseshoe-shaped tunnel construction according to claim 2, characterized in that: The area adjustment mechanism (6) comprises two groups of cross frames (601) slidably connected in the support frame (501), each group of the cross frames (601) is provided with sliders (602) at both ends, each group of the sliders (602) is threadedly connected with two groups of screws (603), the bottoms of the two groups of cross frames (601) are commonly connected with multiple groups of partitions (604), each group of the partitions (604) is rotatably connected with an adjustment screw (605), the surface of the adjustment screw (605) is threadedly connected with two groups of sleeves (606), each group of the partitions (604) is slidably connected with two groups of fixing rods (607), the bottom end of each group of the fixing rods (607) and the top of each group of the sleeves (606) are provided with protrusions (608), and the surface of each group of the fixing rods (607) is sleeved with a spring (609).
5. The fixed mold for bottom plate mirror concrete for horseshoe-shaped tunnel construction according to claim 4 is characterized by: The inner wall of each group of the support frames (501) is symmetrically provided with two groups of rectangular sliding grooves adapted to the sliders (602); the cross frame (601) and the support frame (501) are fixed by screws (603); the bottom of each group of the cross frame (601) is provided with a rectangular slot adapted to the fixing rod (607); a limit block is installed at the bottom of the cross frame (601); and a sliding groove adapted to the limit block is provided on the bottom surface of the support frame (501).
6. The fixed mold for bottom plate mirror concrete for horseshoe-shaped tunnel construction according to claim 4, characterized in that: An end plate is installed at the bottom end of each group of fixing rods (607), the protrusion (608) is installed at the bottom of the end plate, one end of the spring (609) is installed on the inner wall of the partition (604), and the other end is installed on the surface of the end plate.