Splicing type storage device for tunnel grouting anchor rods
By designing an adjustable splicing storage device, the problem of low adaptability of existing storage devices is solved, and effective storage and protection of grouting anchors of different lengths and models is achieved.
Patent Information
- Application Number
- CN202421560045.X
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-07-03
- Publication Date
- 2025-05-23
- Estimated Expiration
- 2034-07-03
AI Technical Summary
The existing tunnel grouting anchor storage device has low adaptability and cannot be applied to grouting anchors of different lengths and models, resulting in inconvenient storage and easy deformation and wear.
A spliced storage device is designed, including a load plate, a partition and a support rod. Through the slot structure of the partition plate and the adjustable design of the support rod, it can be adjusted according to the diameter and length of the grouting anchor rod, and is suitable for different models of anchor rods.
The device can effectively adapt to grouting anchors of different lengths and models, prevent the anchors from deforming and wear, and can be fixed on the ground to prevent the anchors from scattering.
Smart Images

Figure CN222892399U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of tunnel construction storage, in particular to a splicing storage device for tunnel grouting anchor rods. Background Art
[0002] Grouting anchor is a new product developed according to the actual needs of my country's tunnel engineering, slope control engineering, coal mine tunnel engineering, etc. The main products are: ordinary hollow grouting anchor; self-propelled hollow grouting anchor; shell expansion hollow grouting anchor; combined hollow grouting anchor.
[0003] The anchor body of the grouting anchor adopts a hollow design. The hole in the rod body is used as a high-pressure drilling channel and a grouting channel. Compared with a solid rod body, the hollow rod body design can obtain better rigidity and shear strength. The outer surface of the anchor body has a full-length standard large-pitch thread structure. The thread structure is convenient for cutting and lengthening the anchor. Compared with a smooth rod body, it increases the bonding area between the anchor body and the grouting material, thereby improving the anchoring force.
[0004] During on-site construction, grouting anchor rods are piled on the tunnel floor in a disorderly manner. When selecting grouting anchor rods, staff are required to check them one by one. This stacking method, coupled with the staff using excessive force when extracting them, causes the grouting anchor rods to collide and rub against each other, which may cause deformation and wear, and is not conducive to their later use.
[0005] Chinese patent 202322927049.9 discloses "A storage device for grouting anchor rods in tunnel anchor construction", announcement number CN221074309 U, which includes a mounting block, a horizontal storage box is connected to the top of the mounting block by welding, a take-out plate is provided in front of the horizontal storage box, a fixing plate is provided above the take-out plate, a fixing screw is provided above the fixing plate, and a movable screw is provided behind the fixing screw, a universal wheel is connected to the bottom of the mounting block by welding, a vertical storage box is connected to the rear of the horizontal storage box by welding, a placement hole is penetrated above the vertical storage box, and placement holes of different sizes are penetrated on the vertical storage box, a support column is connected to the right side of the horizontal storage box by welding, a handle is connected to the right side of the support column by welding, and a storage port is penetrated on the left side of the horizontal storage box. However, the device has some defects: the adaptability of the device is low, and it can only be used for grouting anchor rods that meet its height; when the height of the grouting anchor rod is smaller than the storage box of the device, the grouting anchor rod sinks into the placement hole, making it inconvenient to take out; when the length of the grouting anchor rod is larger than the storage box, the grouting anchor rod cannot fully enter, and cannot play the role of isolating water droplets and sealing. Utility Model Content
[0006] In order to solve the above problems of the prior art, the utility model provides a splicing storage device for tunnel grouting anchor rods, which can be suitable for grouting anchor rods of different lengths and models.
[0007] To achieve the above-mentioned purpose, the utility model provides the following technical solutions: a splicing storage device for tunnel grouting anchor rods, comprising a bearing plate, a partition is arranged on the bearing plate, and a card slot for mutual clamping is opened on the partition, and the card slot is arranged in plurality and arranged along the length direction of the partition, the partition is slidably connected to the positioning plate, and the positioning plate is fixedly connected to a sleeve, the sleeve is sleeved on a support rod, and the support rod is connected to the bearing plate by threads.
[0008] With the above structural design, multiple partitions are engaged up and down to form a space for storing the grouting anchor rods. According to the diameter of the grouting anchor rods, the size of the space is adjusted to be suitable for grouting anchor rods of different diameters.
[0009] Preferably, a plurality of through holes are provided on the supporting plate, and the through holes are truncated cone-shaped.
[0010] The above structural design can prevent water drops dripping from the tunnel from accumulating on the bearing plate, and prevent water on the grouting anchor rods from accumulating on the bearing plate after the grouting anchor rods are cleaned.
[0011] Preferably, a mounting block is fixedly connected to the bearing plate, a ground nail is passed through the mounting block, and a rotating hand wheel is fixedly connected to the ground nail.
[0012] By adopting the above structural design, the device is fixed on the ground to prevent the device from tipping over under the action of external force, thereby preventing the grouting anchor rods from scattering.
[0013] Preferably, the support rod includes a first connecting rod connected to the supporting plate by a thread, and a second connecting rod connected to the first connecting rod, the lower end of the second connecting rod is fixedly connected to the threaded rod, and the upper ends of the first connecting rod and the second connecting rod are provided with threaded holes matching the threaded rod; baffles are mounted on the first connecting rod and the second connecting rod, and nuts are mounted on the first connecting rod and the second connecting rod through threads.
[0014] With the above structural design, when the grouting anchor rod is too long and difficult to be pulled upward in the tunnel, the device can be lengthened and raised, placed horizontally, and used horizontally; the baffle and the nut can prevent the partition from moving in the horizontal direction, thereby preventing the partition from separating under the action of external force.
[0015] Preferably, the positioning plate and the carrying plate are both fixedly connected to universal wheels.
[0016] By adopting the above structural design, the device can be moved both vertically and horizontally.
[0017] Compared with the prior art, the beneficial effects of the utility model are:
[0018] 1) The device can be adjusted according to the diameter and length of the grouting anchor rod and is suitable for grouting anchor rods of different diameters and lengths.
[0019] 2) The device can be fixed on the ground to prevent the grouting anchor rods from tipping over or scattering under the action of external forces. BRIEF DESCRIPTION OF THE DRAWINGS
[0020] Figure 1 It is a schematic diagram of the structure of the utility model placed vertically;
[0021] Figure 2 This is a schematic diagram of the structure of the load-bearing plate of the utility model;
[0022] Figure 3 This is a schematic diagram of the structure of the utility model with a partition inserted into the partition;
[0023] Figure 4 It is a structural schematic diagram of the partition of the utility model;
[0024] Figure 5 This is a schematic diagram of the structure of the utility model placed horizontally; DETAILED DESCRIPTION
[0025] See also Figure 1 , Figure 3 , Figure 4 The utility model provides a technical solution: a splicing storage device for tunnel grouting anchor rods, comprising a bearing plate 1, a partition plate 2 is arranged on the bearing plate 1, and a card slot 21 for mutual card connection is provided on the partition plate 2, and a plurality of card slots 21 are provided and arranged along the length direction of the partition plate 2, the partition plate 2 is slidably connected to the positioning plate 3, and a slide groove matching the partition plate 2 is fixedly connected on the inner side wall of the positioning plate 3, and a plurality of slide grooves are provided and arranged at equal intervals along the length direction of the positioning plate 3, and a sleeve 31 is fixedly connected to the positioning plate 3, and two sleeves 31 are provided, and the sleeves 31 are fixedly connected to both ends of the positioning plate 3, and the sleeve 31 is sleeved on the support rod 4, and the support rod 4 is connected to the bearing plate 1 by threads.
[0026] When in use, first install the support rod 4 on the bearing plate 1, then install the positioning plate 3 on the support rod 4, then install the partition 2 on the slide groove of the positioning plate 3 in turn, and then align and engage the slot of the partition 2 with the slot of the installed partition to form a space for storing the grouting anchor rod.
[0027] The outer side wall of the positioning plate 3 is fixedly connected with reinforcing ribs to increase the firmness of the positioning plate.
[0028] See also Figure 2 The carrier plate 1 is provided with a plurality of through holes 11, and the through holes 11 are truncated cone-shaped.
[0029] See also Figure 1, Figure 2 , Figure 3 The supporting plate 1 is fixedly connected to a mounting block 12 , a ground nail 13 is passed through the mounting block 12 , and a rotating hand wheel 14 is fixedly connected to the ground nail 13 .
[0030] See also Figure 2 , Figure 5 The support rod 4 includes a first connecting rod 41 connected to the bearing plate 1 by threads, a second connecting rod 42 connected to the first connecting rod 41, the lower end of the second connecting rod 42 is fixedly connected to the threaded rod 43, and the upper ends of the first connecting rod 41 and the second connecting rod 42 are provided with threaded holes matching the threaded rod 43; the first connecting rod 41 and the second connecting rod 42 are both sleeved with baffles 5, and the first connecting rod 41 and the second connecting rod 42 are both sleeved with nuts 51 by threads. The outer walls of the first connecting rod 41 and the second connecting rod 42 are both covered with external threads.
[0031] The positioning plate 3 and the carrying plate 1 are both fixedly connected to universal wheels 9 .
[0032] When the device is used vertically, the staff first installs the support rod 4 on the bearing plate 1, and then installs the positioning plate 3 on the support rod 4, and then installs the partition 2 on the slide groove of the positioning plate 3 in turn, and then the slot of the partition 2 is aligned and engaged with the slot of the installed partition to form a space for storing the grouting anchor rod, and then the device is moved to the construction site, and the staff turns the rotating hand wheel 14 to nail the ground nail 13 into the ground.
[0033] When the device is used horizontally, the staff first installs the first connecting rod 41 on the bearing plate 1, and then connects the second connecting rod 42 to the first connecting rod 41; the staff first assembles the partition on the lower layer, and then assembles the partition on the upper layer, and the slots of the partition 2 are opposite and engaged to form a space for storing the grouting anchor rods, and then the staff sets the positioning plate 3 on the lower layer on the support rod, and then installs the assembled lower partition 2 on the slide groove of the positioning plate 3 in turn, and then sets the baffle plate 5 and nut 51 on the support rod 4, presses the nut 51 on the baffle plate 5 and tightens it, and then the staff sets the nut 51 and baffle plate 5 on the support rod, and then sets the positioning plate 3 on the upper layer on the support rod, and then installs the assembled lower partition 2 on the slide groove of the positioning plate 3 in turn, and then sets the baffle plate 5 and nut 51 on the support rod 4, presses the nut 51 on the baffle plate 5 and tightens it to prevent the partition on the upper layer from sliding; after the assembly is completed, the staff can store the grouting anchor rod.
[0034] The structures, proportions, sizes, etc. illustrated in the drawings of this specification are only used to match the contents disclosed in the specification for people familiar with this technology to understand and read, and are not used to limit the limiting conditions for the implementation of the utility model, so they have no substantial technical significance. Any modification of the structure, change of the proportion relationship or adjustment of the size, without affecting the effect and purpose that can be achieved by the utility model, should still fall within the scope of the technical content disclosed by the utility model. At the same time, the terms such as "upper", "lower", "left", "right", "middle" and "one" quoted in this specification are only for the convenience of description, and are not used to limit the scope of the implementation of the utility model. The change or adjustment of their relative relationship should also be regarded as the scope of the implementation of the utility model without substantial change of the technical content.
[0035] The present invention is described above with reference to the preferred embodiments, but the protection scope of the present invention is not limited thereto, and all technical solutions falling within the scope of the claims are within the protection scope of the present invention. Various improvements may be made to the present invention and parts thereof may be replaced with equivalents without departing from the scope of the present invention. In particular, the various technical features mentioned in the various embodiments may be combined in any manner as long as there is no structural conflict.
Claims
1. A splicing storage device for tunnel grouting anchor rods, comprising a bearing plate (1), characterized in that: A partition (2) is arranged on the bearing plate (1), and a clamping groove (21) for mutually clamping is provided on the partition (2), and a plurality of the clamping grooves (21) are arranged along the length direction of the partition (2). The partition (2) is slidably connected to the positioning plate (3), and a sleeve (31) is fixedly connected to the positioning plate (3), and the sleeve (31) is sleeved on the support rod (4), and the support rod (4) is connected to the bearing plate (1) by means of threads.
2. A splicing storage device for tunnel grouting anchor rods according to claim 1, characterized in that: A plurality of through holes (11) are provided on the carrying plate (1), and the through holes (11) are truncated cone-shaped.
3. The splicing storage device for tunnel grouting anchor rods according to claim 1, characterized in that: The bearing plate (1) is fixedly connected to a mounting block (12), a ground nail (13) is passed through the mounting block (12), and a rotating hand wheel (14) is fixedly connected to the ground nail (13).
4. A splicing storage device for tunnel grouting anchor rods according to claim 3, characterized in that: The support rod (4) comprises a first connecting rod (41) connected to the supporting plate (1) by means of threads, and a second connecting rod (42) connected to the first connecting rod (41); the lower end of the second connecting rod (42) is fixedly connected to a threaded rod (43); the upper ends of the first connecting rod (41) and the second connecting rod (42) are both provided with threaded holes matching the threaded rod (43); the first connecting rod (41) and the second connecting rod (42) are both sleeved with baffles (5); and the first connecting rod (41) and the second connecting rod (42) are both sleeved with nuts (51) by means of threads.
5. The splicing storage device for tunnel grouting anchor rods according to claim 1, characterized in that: The positioning plate (3) and the carrying plate (1) are both fixedly connected to a universal wheel (9).
Citation Information
Patent Citations
Grouting anchor rod storage device for tunnel anchor construction
CN221074309U