CN220566094U - Portable ditch die for mining - Google Patents
Portable ditch die for mining Download PDFInfo
- Publication number
- CN220566094U CN220566094U CN202322298234.6U CN202322298234U CN220566094U CN 220566094 U CN220566094 U CN 220566094U CN 202322298234 U CN202322298234 U CN 202322298234U CN 220566094 U CN220566094 U CN 220566094U
- Authority
- CN
- China
- Prior art keywords
- rod
- middle vertical
- vertical rods
- portable
- rods
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 238000005065 mining Methods 0.000 title claims abstract description 13
- 239000002023 wood Substances 0.000 claims description 6
- 238000009415 formwork Methods 0.000 claims description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 abstract description 10
- 238000010276 construction Methods 0.000 abstract description 8
- 229910052742 iron Inorganic materials 0.000 abstract description 5
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 230000000694 effects Effects 0.000 description 2
- 230000002262 irrigation Effects 0.000 description 2
- 238000003973 irrigation Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 238000003490 calendering Methods 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
Landscapes
- Mutual Connection Of Rods And Tubes (AREA)
Abstract
The utility model relates to a mining portable ditch die which comprises two support frames and a plurality of tie rods connected between the two support frames, wherein the support frames are provided with a plurality of middle vertical rods, the middle vertical rods are provided with sleeve segments, the two ends of each tie rod are provided with vertical hooks, and the vertical hooks at the two ends of each tie rod are respectively inserted into the sleeve segments corresponding to the middle vertical rods. The portable canal mould has the advantages of small volume, light weight, low manufacturing cost, simple and stable fixing mode, good forming and the like, avoids the complicated steps of fixing by using anchor rods, iron wires and the like in the past, reduces the labor intensity of constructors and improves the standardization level of canal construction. When the portable canal mould is used, the canal mould is simple, convenient and quick to mount and disassemble and can be repeatedly used, so that the working time of constructors in a narrow space is shortened, and the safety risk is reduced.
Description
Technical Field
The utility model belongs to the technical field of mine construction, and particularly relates to a mine construction mold, in particular to a mine portable ditch mold.
Background
Before the mine underground canal is constructed, hardened and poured, the templates are bound and fixed through iron wires, the binding parts are numerous in the mode, and the labor intensity of constructors is high. Meanwhile, the mould is fixed unstably in the past when pouring, the pouring surface is obvious in stubble grafting after the template is removed, the straightness effect of the canal is poor, the exposed iron wires on the wall surface after pouring can also influence the later use of the canal, personnel can be scratched easily when the exposed iron wires are treated in the canal with limited space, the residence time of the personnel in the canal is long, and the risk of hurting the personnel is increased.
Disclosure of Invention
The utility model aims to provide a novel mining portable canal mould, which aims at solving the problems of binding and fixing a template part, fixing stability of the mould and safety when removing the template in the conventional canal construction. The canal mould can ensure that the mould is stable when the canal is irrigated, has good canal straightness effect and is convenient to install and disassemble.
The utility model is realized by the following technical scheme:
a mining portable ditch die comprises two supporting frames and a plurality of tie rods connected between the two supporting frames;
the supporting frame comprises a top cross rod and a bottom cross rod which are arranged in parallel, a plurality of middle vertical rods which are arranged at intervals and in parallel are uniformly distributed and fixed between the top cross rod and the bottom cross rod, and a plurality of sleeve sections are uniformly distributed and fixed on the middle vertical rods along the height direction of the middle vertical rods; the end parts of the two ends of the drawknot rod are bent downwards to form vertical hooks;
the two support frames are arranged at intervals, in parallel and in alignment, a tie rod is connected between every two sleeve sections which are aligned at two positions on the two support frames, and vertical hooks at two ends of the tie rod are respectively inserted into the two sleeve sections.
Further, the wood formwork is arranged on the outer side face of each supporting frame.
Further, the drawknot rod adopts a telescopic sleeve structure, comprises an inner pipe and an outer pipe which are sleeved with each other, and is in threaded connection with a positioning bolt on the outer pipe.
Further, scale marks are arranged on the pipe wall of the inner pipe, and zero scale marks of the scale marks are arranged at the end part of the outer end of the inner pipe; the positioning bolt on the outer tube is disposed at the inner end of the outer tube.
Furthermore, four middle vertical rods are uniformly distributed on the supporting frame, and two sleeve sections are uniformly distributed on the middle vertical rods; eight tie rods are arranged in total.
Further, the length of the supporting frame is 1800mm, the height is 1200mm, the length of the drawknot rod is 1200mm, the length of the vertical hook on the drawknot rod is 100mm, and the length of the sleeve section is 100mm.
Compared with the existing mould temporarily manufactured and used in hardening the canal, the mould has the following advantages:
1) The portable canal mould has the advantages of small volume, light weight, low manufacturing cost, simple and stable fixing mode, good forming and the like, avoids the complicated steps of fixing by using anchor rods, iron wires and the like in the past, reduces the labor intensity of constructors and improves the standardization level of canal construction.
2) When the portable canal mould is used, the canal mould is simple, convenient and quick to mount and disassemble and can be repeatedly used, so that the working time of constructors in a narrow space (canal) is shortened, and the safety risk is reduced.
Drawings
The accompanying drawings, which are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this application, illustrate embodiment(s) of the utility model and together with the description serve to explain the utility model.
Fig. 1 is a schematic structural diagram of a mold according to embodiments 1 and 2 of the present utility model.
Fig. 2 is a schematic structural view of a tie rod according to embodiment 2 of the present utility model.
In the figure: 1-supporting frame, 2-tie rod, 3-top horizontal pole, 4-bottom horizontal pole, 5-middle pole setting, 6-sleeve section, 7-vertical couple, 8-inner tube, 9-outer tube, 10-positioning bolt, 11-scale mark.
Detailed Description
For a better understanding of the present utility model, reference will be made to the following description of the utility model taken in conjunction with the accompanying drawings and examples. In addition, features in the embodiments and examples of the present application may be combined with each other without conflict.
In the description of the present utility model, it should be understood that the directions or positional relationships indicated by the terms "inner", "outer", etc. are based on the directions or positional relationships shown in fig. 1, are merely for convenience of description of the present utility model and to simplify the description, and do not indicate or imply that the devices or elements referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus should not be construed as limiting the present utility model.
In the description of the present utility model, it should be noted that, unless explicitly specified and limited otherwise, the terms "fixed," "mounted," and "disposed" are to be construed broadly, and may be, for example, fixedly attached, detachably attached, or integrally attached; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present utility model can be understood by those of ordinary skill in the art in a specific case.
Example 1
The mining portable canal mould has a structure shown in fig. 1, and comprises two support frames 1 and eight tie rods 2 connected between the two support frames 1.
The supporting frame 1 comprises a top cross rod 3 and a bottom cross rod 4 which are arranged in parallel, four middle vertical rods 5 which are arranged at intervals and in parallel are uniformly distributed and fixed between the top cross rod 3 and the bottom cross rod 4, and two sleeve sections 6 are uniformly distributed and fixed on the middle vertical rods 5 along the height direction; both end parts of the drawknot rod 2 are bent downwards to form vertical hooks 7.
The two support frames 1 are arranged at intervals, in parallel and in alignment, an upper drawknot rod 2 and a lower drawknot rod 2 are connected between every two middle vertical rods 5 aligned in position on the two support frames 1, two vertical hooks 7 of the upper drawknot rod 2 are respectively inserted into two upper sleeve sections 6 on the two middle vertical rods 5 aligned, and two vertical hooks 7 of the lower drawknot rod 2 are respectively inserted into two lower sleeve sections 6 on the two middle vertical rods 5 aligned.
The outer side surfaces of the two supporting frames 1 are detachably connected with wood templates.
In the concrete implementation, the length of the supporting frame 1 is 1800mm, the height is 1200mm, the top cross bar 3, the bottom cross bar 4 and the four middle vertical bars 5 are all 16# steel bars, and the top cross bar 3, the bottom cross bar 4 and the four middle vertical bars 5 are cut and welded according to the size requirement to form the supporting frame 1; the length of the tie rod 2 is 1200mm, the length of the vertical hook 7 on the tie rod 2 is 100mm, the tie rod 2 is made of phi 16 round steel, phi 16 round steel with the length of 1400mm is selected, and the vertical hooks 7 are formed by bending downwards at 100mm positions at the two ends of the round steel; the length of the sleeve section 6 is 100mm, and the sleeve section 6 is cut by DN20 steel pipes and welded at the corresponding position of the middle vertical rod 5.
The using method of the mining portable ditch die provided by the embodiment is as follows:
1) Preparing a supporting frame 1, a tie rod 2 and a wood template for canal construction in place;
2) Assembling the support frame 1 and the tie rod 2 into a whole in the canal, and adjusting to the central line position of the canal;
3) The long sides of the wood templates are vertically butted and leveled along the canal at the outer sides of the two support frames 1 and irrigated;
4) And finally, manually trowelling and calendaring the edge of the water channel irrigation wall, and removing the support frame 1, the tie rod 2 and the wood template for repeated use after the hardness of the irrigation wall reaches the standard.
Example 2
The technical solution of embodiment 2 is the same as that of embodiment 1, and its structure is shown in fig. 1, and the only difference is that: the drawknot rod 2 adopts a telescopic sleeve structure, as shown in fig. 2, the telescopic sleeve structure comprises an inner pipe 8 and an outer pipe 9 which are sleeved with each other, the outer ends of the inner pipe 8 and the outer pipe 9 are respectively bent downwards to form a vertical hook 7, the inner end pipe section of the inner pipe 8 is slidably inserted into the inner end pipe section of the outer pipe 9, a positioning bolt 10 is connected with the inner end part of the outer pipe 9 in a threaded manner, the screw end part of the positioning bolt 10 penetrates through the pipe wall of the outer pipe 9 and then is clamped on the wall of the outer pipe 9 of the inner pipe 8, and thus the relative positions of the inner pipe 8 and the outer pipe 9 can be fixed, and the length of the drawknot rod 2 is determined. The drawknot rod 2 is designed to be telescopic, so that the construction requirements of water channels with different widths can be met, the length of the drawknot rod 2 can be adjusted according to the width of the water channel when the drawknot is particularly used, and then the whole length of the drawknot rod 2 is fixedly positioned through the positioning bolt 10.
In particular, in order to further improve the setting precision of the die, a scale mark 11 is arranged on the pipe wall of the inner pipe 8 of the tie rod 2, and a zero scale mark of the scale mark 11 is arranged at the outer end part of the inner pipe 8, so that the tie rod 2 can determine the accurate value of the length of the tie rod during telescopic adjustment, thereby providing more accurate support for the construction size of the canal.
The above examples illustrate only one embodiment of the utility model, which is described in more detail and is not to be construed as limiting the scope of the utility model. It should be noted that it will be apparent to those skilled in the art that several variations and modifications can be made without departing from the spirit of the utility model, which are all within the scope of the utility model.
Claims (6)
1. A mining portable ditch mould which is characterized in that: comprises two supporting frames and a plurality of tie bars connected between the two supporting frames;
the supporting frame comprises a top cross rod and a bottom cross rod which are arranged in parallel, a plurality of middle vertical rods which are arranged at intervals and in parallel are uniformly distributed and fixed between the top cross rod and the bottom cross rod, and a plurality of sleeve sections are uniformly distributed and fixed on the middle vertical rods along the height direction of the middle vertical rods; the end parts of the two ends of the drawknot rod are bent downwards to form vertical hooks;
the two support frames are arranged at intervals, in parallel and in alignment, a tie rod is connected between every two sleeve sections which are aligned at two positions on the two support frames, and vertical hooks at two ends of the tie rod are respectively inserted into the two sleeve sections.
2. The mining portable raceway mold of claim 1, wherein: the wood formwork is arranged on the outer side face of each supporting frame.
3. The mining portable raceway mold of claim 2, wherein: the drawknot rod adopts a telescopic sleeve structure, comprises an inner pipe and an outer pipe which are sleeved with each other, and is connected with a positioning bolt in a threaded manner on the outer pipe.
4. A mining portable raceway mould according to claim 3, wherein: the tube wall of the inner tube is provided with scale marks, and zero scale marks of the scale marks are arranged at the end part of the outer end of the inner tube; the positioning bolt on the outer tube is disposed at the inner end of the outer tube.
5. The mining portable raceway mold of any one of claims 1-4, wherein: four middle vertical rods are uniformly distributed on the supporting frame, and two sleeve sections are uniformly distributed on the middle vertical rods; eight tie rods are arranged in total.
6. The mining portable raceway mold of claim 5, wherein: the length of the supporting frame is 1800mm, the height of the supporting frame is 1200mm, the length of the drawknot rod is 1200mm, the length of the vertical hook on the drawknot rod is 100mm, and the length of the sleeve section is 100mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322298234.6U CN220566094U (en) | 2023-08-25 | 2023-08-25 | Portable ditch die for mining |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322298234.6U CN220566094U (en) | 2023-08-25 | 2023-08-25 | Portable ditch die for mining |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220566094U true CN220566094U (en) | 2024-03-08 |
Family
ID=90102893
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322298234.6U Active CN220566094U (en) | 2023-08-25 | 2023-08-25 | Portable ditch die for mining |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220566094U (en) |
-
2023
- 2023-08-25 CN CN202322298234.6U patent/CN220566094U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104196235B (en) | A kind of movable stencil supports truss and constructional method thereof | |
| CN210887275U (en) | Concrete pile bearing platform template structure | |
| CN210659276U (en) | Template positioning device for thickness of shear wall and concrete protective layer | |
| CN210858007U (en) | Adjustable turnover type counter-ridge mold for kitchens and bathrooms | |
| CN210917458U (en) | City utility tunnel unilateral side mould frock subassembly | |
| CN220566094U (en) | Portable ditch die for mining | |
| CN203640278U (en) | Stair construction die shelf | |
| CN110409800B (en) | High-precision formwork construction method for cast-in-situ bare concrete wind tunnel | |
| CN215165774U (en) | Precast concrete cushion cap bed-jig | |
| CN214219929U (en) | Unilateral formwork reinforced structure of basement outer wall | |
| CN210396138U (en) | Pour and use section bar mounting structure | |
| CN211030588U (en) | Assembled steel pedestal | |
| CN207419521U (en) | Integral movable type rack template in underground pipe gallery construction | |
| CN112196260A (en) | Assembly type template of foreign-style house outer eave concrete structure and construction method thereof | |
| CN215368684U (en) | Reinforcement type template based on house building engineering | |
| CN220301758U (en) | Be used for cast-in-situ reinforced concrete construction bent | |
| CN114482117B (en) | Construction method of underwater large-volume concrete retaining wall | |
| CN219931599U (en) | Drop board and hang mould strutting arrangement | |
| CN219280940U (en) | Connection structure of prefabricated template of civil structure | |
| CN213653966U (en) | Concrete prefabricated member for constructional engineering | |
| CN209937257U (en) | Precast beam stirrup positioning tool | |
| CN219175870U (en) | Vertical reinforcing steel bar installation positioning device of building industrialization toughness formwork structure system | |
| CN220644355U (en) | Concrete post-pouring strip template structure | |
| CN210134418U (en) | A formwork structure for secant pile concrete guide wall construction | |
| CN114575638B (en) | Bowl-shaped structure construction procedure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |