CN220133703U - Be applied to assembled fender that encloses on soil matrix - Google Patents
Be applied to assembled fender that encloses on soil matrix Download PDFInfo
- Publication number
- CN220133703U CN220133703U CN202321037030.0U CN202321037030U CN220133703U CN 220133703 U CN220133703 U CN 220133703U CN 202321037030 U CN202321037030 U CN 202321037030U CN 220133703 U CN220133703 U CN 220133703U
- Authority
- CN
- China
- Prior art keywords
- vertical rod
- screw hole
- cross bars
- concrete precast
- color steel
- 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.)
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- 239000002689 soil Substances 0.000 title claims abstract description 14
- 239000011159 matrix material Substances 0.000 title claims description 3
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 19
- 239000010959 steel Substances 0.000 claims abstract description 19
- 239000004567 concrete Substances 0.000 claims abstract description 18
- 239000000758 substrate Substances 0.000 claims 4
- 238000010276 construction Methods 0.000 abstract description 18
- 230000007306 turnover Effects 0.000 abstract description 4
- 239000011178 precast concrete Substances 0.000 description 4
- 239000002699 waste material Substances 0.000 description 4
- 230000006978 adaptation Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000009467 reduction Effects 0.000 description 2
- 230000000052 comparative effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Abstract
The utility model provides an assembled enclosure applied to a soil foundation, which comprises a concrete precast pile, inclined struts, upright rods, cross bars and color steel tiles, wherein the concrete precast pile is driven into the soil foundation in front and rear rows at equal intervals, the lower ends of the upright rods are screwed to the upper ends of the front row of concrete precast piles, the upper ends of the upright rods are screwed to the upper ends of the inclined struts, and the lower ends of the inclined struts are screwed to the upper ends of the rear row of concrete precast piles; the connecting cross bars are arranged between the vertical rods at equal intervals through bolts, the color steel tiles are arranged on the front sides of the cross bars, and the color steel tiles are fixedly connected to the cross bars through screws. The utility model has the advantages that: structural design is reasonable, and mechanical connection, but reuse is convenient for later stage demolish, reduces the building rubbish and produces, improves the accessory turnover number of times, improves on-the-spot efficiency of construction, resources are saved, reduce cost.
Description
Technical Field
The utility model relates to the technical field of fence construction, in particular to an assembled fence applied to a soil foundation.
Background
The construction fence is widely applied to the engineering construction fields of urban construction, road construction, photovoltaic projects, wind power projects and the like, can isolate a construction area from the external environment, avoids interference to the outside activity caused by site construction, and reduces the influence of construction noise on the external environment.
The common construction fence applied to the soil foundation mostly adopts cast-in-situ concrete foundation, and after the fence is dismantled, the foundation can not be reused, so that resource waste is caused and construction waste is generated; the fence support fittings are processed on site in different lengths, so that the fence construction efficiency is reduced, and the fence support fittings are difficult to recycle; enclose and keep off bearing structure and adopt welded mode to connect more, demolish the in-process and easily lead to partial accessory to destroy, but not reuse causes the wasting of resources.
Disclosure of Invention
The utility model aims to provide the assembled fence applied to the soil foundation, which has the advantages of reasonable structural design, mechanical connection, repeated utilization, convenient later dismantling, reduction of building rubbish generation, improvement of accessory turnover times, improvement of site construction efficiency, resource saving and cost reduction.
In order to achieve the above purpose, the present utility model is realized by the following technical scheme:
the assembled enclosure for the soil foundation comprises a concrete precast pile, inclined struts, vertical rods, cross bars and color steel tiles, wherein the concrete precast pile is driven into the soil foundation in a front row and a rear row at equal intervals, the lower ends of the vertical rods are screwed at the upper ends of the front row of concrete precast piles, the upper ends of the vertical rods are screwed at the upper ends of the inclined struts, and the lower ends of the inclined struts are screwed at the upper ends of the rear row of concrete precast piles; the connecting cross bars are arranged between the vertical rods at equal intervals through bolts, the color steel tiles are arranged on the front sides of the cross bars, and the color steel tiles are fixedly connected to the cross bars through screws.
Further, the vertical rod is a square steel tube, three screw holes are formed in the long side of the vertical rod, the first screw hole is formed in the lower end of the vertical rod, the second screw hole and the third screw hole are formed in the upper end of the vertical rod and close to each other, and the third screw hole is higher than the second screw hole; the diagonal bracing is consistent with the vertical rod in specification and size; the third screw hole of the diagonal brace is in threaded connection with the second screw hole of the vertical rod.
Further, six screw holes are formed in the short side of the vertical rod, two screw holes are in a pair, the paired screw holes are arranged up and down, and three pairs of screw holes are distributed at equal intervals.
Further, the cross rod is a square tube, and screw holes are formed in two ends of the short side of the cross rod.
Further, the color steel tile is formed by splicing a plurality of pieces.
Compared with the prior art, the utility model has the following advantages:
the assembled fence applied to the soil foundation is reasonable in structural design, mechanically connected, reusable, convenient to disassemble in the later period, capable of reducing the generation of construction waste, improving the turnover frequency of accessories, improving the site construction efficiency, saving resources and reducing cost.
Drawings
Fig. 1 is a schematic view of the overall assembly structure of the present utility model.
Fig. 2 is a schematic side view of the present utility model.
Fig. 3 is a schematic diagram showing a comparison of the structures of the respective components of the present utility model.
Fig. 4 is a comparative schematic diagram of various bolt structures of the present utility model.
Reference numerals: 1. a concrete precast pile; 2. diagonal bracing; 3. a vertical rod; 4. a cross bar; 5. color steel tile; 6. a first bolt; 7. a second bolt; 8. a third bolt; 9. and (5) a screw.
Detailed Description
Embodiments of the present utility model are described in further detail below with reference to the accompanying drawings.
As shown in fig. 1-4, an assembled enclosure applied to a soil foundation comprises a precast concrete pile 1, inclined struts 2, vertical rods 3, cross rods 4 and color steel tiles 5, wherein the precast concrete pile 1 is driven into the soil foundation in front and rear rows at equal intervals, the lower ends of the vertical rods 3 are in threaded connection with the upper ends of the precast concrete piles 1 in front row, the upper ends of the vertical rods 3 are in threaded connection with the upper ends of the inclined struts 2, and the lower ends of the inclined struts 2 are in threaded connection with the upper ends of the precast concrete piles 1 in rear row; the vertical rods 3 are equidistantly arranged and connected with the cross rod 4 through bolts, the color steel tiles 5 are arranged on the front side of the cross rod 4, and the color steel tiles 5 are fixedly connected to the cross rod 4 through screws 9.
Specifically, screw holes are formed in the upper end of the concrete precast pile 1; the vertical rod 3 is a square steel pipe, three screw holes are formed in the long side of the vertical rod 3, the first screw hole is formed in the lower end of the vertical rod 3, the second screw hole and the third screw hole are formed in the upper end of the vertical rod 3 and are close to each other, and the third screw hole is higher than the second screw hole; the inclined strut 2 and the vertical rod 3 have the same specification and size. The screw hole at the upper end of the concrete precast pile 1 is in threaded connection with the first screw hole at the lower end of the diagonal brace 2 or the first screw hole at the lower end of the vertical rod 3 through a bolt I6 with the length of 16 cm; the third screw hole of the diagonal brace 2 is in threaded connection with the second screw hole of the vertical rod 3 through a bolt II 7 with the length of 10 cm. Because the specifications and the sizes of the diagonal bracing 2 and the vertical rod 3 are consistent, so that the diagonal bracing 2 and the vertical rod 3 can be replaced with each other, the flexibility of the enclosure construction is improved, and the working efficiency is improved.
Six screw holes are formed in the short side of the vertical rod 3, two screw holes are in a pair, the paired screw holes are arranged up and down, and three pairs of screw holes are distributed at equal intervals; the cross rod 4 is a square tube, and screw holes are formed in two ends of the short side of the cross rod 4; three cross bars 4 are equidistantly distributed among the vertical bars 3, adjacent cross bars 4 are staggered, and the end parts of the adjacent cross bars 4 are respectively connected with an upper screw hole and a lower screw hole of paired screw holes on the short side of the same vertical bar 3 in a screwed manner. The upright 3 and the cross rod 4 are fixedly connected by bolts three 8 with the length of 14 cm.
The color steel tile 5 is formed by splicing a plurality of pieces. The short side of the color steel tile 5 and the short side of the cross bar 4 are correspondingly provided with equidistant screw holes and are connected and fixed through screws 9.
In actual operation, the section size of the concrete precast pile 1 is 10cm multiplied by 10cm, and the length is 60-100 cm; the pole setting 3 minor face side is equipped with the paired screw, and the distance between the screw is 4~5cm.
All accessories of the utility model are mechanically connected, no welding part exists, the turnover times of materials can be increased, and the loss is reduced; the diagonal braces 2 and the vertical rods 3 can be replaced with each other, so that the construction efficiency is improved; the concrete precast pile 1 can be recycled, so that pouring of concrete foundation of the vertical rod 3 is avoided, and construction waste is reduced.
The foregoing is merely a preferred embodiment of the present utility model, and it should be noted that modifications and adaptations to those skilled in the art may be made without departing from the concept of the present utility model, and such modifications and adaptations are intended to be comprehended within the scope of the present utility model.
Claims (5)
1. Be applied to assembled fender on soil matrix, its characterized in that: the concrete precast pile is driven into soil foundation at equal intervals in a front row and a rear row, the lower end of the vertical rod is screwed to the upper end of the front row of concrete precast piles, the upper end of the vertical rod is screwed to the upper end of the diagonal brace, and the lower end of the diagonal brace is screwed to the upper end of the rear row of concrete precast piles; the connecting cross bars are arranged between the vertical rods at equal intervals through bolts, the color steel tiles are arranged on the front sides of the cross bars, and the color steel tiles are fixedly connected to the cross bars through screws.
2. An assembled enclosure for use on a substrate according to claim 1, wherein: the vertical rod is a square steel pipe, three screw holes are formed in the long side of the vertical rod, the first screw hole is formed in the lower end of the vertical rod, the second screw hole and the third screw hole are formed in the upper end of the vertical rod and close to each other, and the third screw hole is higher than the second screw hole; the diagonal bracing is consistent with the vertical rod in specification and size; the third screw hole of the diagonal brace is in threaded connection with the second screw hole of the vertical rod.
3. A fabricated enclosure for use on a substrate according to claim 1 or 2, wherein: six screw holes are formed in the short side of the vertical rod, two screw holes are in a pair, paired screw holes are arranged up and down, and three pairs of screw holes are distributed at equal intervals.
4. A fabricated containment vessel for use on a substrate according to claim 3, wherein: the horizontal pole is square pipe, and the screw is offered at horizontal pole minor face side both ends.
5. A fabricated enclosure for use on a substrate according to claim 1 or 4, wherein: the color steel tile is formed by splicing a plurality of pieces.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321037030.0U CN220133703U (en) | 2023-05-04 | 2023-05-04 | Be applied to assembled fender that encloses on soil matrix |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321037030.0U CN220133703U (en) | 2023-05-04 | 2023-05-04 | Be applied to assembled fender that encloses on soil matrix |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220133703U true CN220133703U (en) | 2023-12-05 |
Family
ID=88951099
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321037030.0U Active CN220133703U (en) | 2023-05-04 | 2023-05-04 | Be applied to assembled fender that encloses on soil matrix |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220133703U (en) |
-
2023
- 2023-05-04 CN CN202321037030.0U patent/CN220133703U/en active Active
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