CN219773027U - T-shaped retaining wall structure built by ancient method - Google Patents
T-shaped retaining wall structure built by ancient method Download PDFInfo
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- CN219773027U CN219773027U CN202320406970.6U CN202320406970U CN219773027U CN 219773027 U CN219773027 U CN 219773027U CN 202320406970 U CN202320406970 U CN 202320406970U CN 219773027 U CN219773027 U CN 219773027U
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- 238000000034 method Methods 0.000 title claims abstract description 23
- 239000004575 stone Substances 0.000 claims abstract description 90
- 239000004567 concrete Substances 0.000 claims abstract description 15
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 5
- 230000000694 effects Effects 0.000 abstract description 7
- 239000010410 layer Substances 0.000 description 40
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 12
- 239000004568 cement Substances 0.000 description 10
- 239000000463 material Substances 0.000 description 8
- 229910052742 iron Inorganic materials 0.000 description 6
- 239000011083 cement mortar Substances 0.000 description 3
- 239000004570 mortar (masonry) Substances 0.000 description 3
- 239000002002 slurry Substances 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 2
- 241000209094 Oryza Species 0.000 description 2
- 235000007164 Oryza sativa Nutrition 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 235000011941 Tilia x europaea Nutrition 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 239000004571 lime Substances 0.000 description 2
- 235000009566 rice Nutrition 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000003306 harvesting Methods 0.000 description 1
- 239000006072 paste Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
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Abstract
The utility model provides a block builds retaining wall structure by ancient method, includes barricade inboard and outer facade, the barricade inboard adopts concrete or reinforced concrete or masonry structure, outer facade is built by stone and Ding Danqi, by stone be the long limit be parallel to the rectangular bar stone of barricade outer line direction, ding Dan be the rectangular bar stone of the long limit perpendicular to barricade outer line direction, by stone with Ding Dan are at same layer, upper and lower layer interval arrangement, wherein, each layer is received to the inboard by stone for next layer by stone, receive division width is a; ding Dan projects from the stone of the same layer on the outer elevation and is flush with the stone of the next layer by a width of 2 times a. The utility model provides a retaining wall structure with a large outer vertical surface built by paleo-process strip stones, wherein the strip stones are divided into Ding Dan and strip stones, the outer vertical surface is rich, and the landscape effect is good.
Description
Technical Field
The utility model belongs to the field of hydraulic retaining walls, and relates to a retaining wall structure built by an archaizing method.
Background
The retaining wall is a common building resisting soil pressure, still water or moving water pressure, ancient people adopt stone cabinets or gabions or block stones or strip stones for masonry, after cement materials appear, people adopt cement mortar building blocks (strip stones), concrete precast blocks for stacking, concrete or reinforced concrete for pouring, and in order to improve the landscape effect of the outer elevation, the outer elevation adopts strip stones or stone slab veneers.
"Ding by", "collecting and" Lou Ding "are the most prominent features in the masonry retaining wall structure summarized by old people before the cement material is used in large quantity, embody the wisdom of old people, but the conventional retaining wall designed by modern people does not effectively inherit the ancient method.
For example, the utility model patent of China patent No. 201821197972.4 discloses a retaining wall strip stone veneer structure. The utility model aims to provide a retaining wall strip stone faced structure so as to improve the integrity, firmness and impact resistance of a strip stone faced retaining wall and effectively solve the problem that strip stones in the strip stone faced retaining wall are easy to fall off. The technical scheme of the utility model is as follows: a retaining wall strip stone veneering structure comprises a plurality of layers of strip stones built on a rubble concrete retaining wall or a concrete retaining wall surface layer, wherein T-shaped iron sheets are arranged between two adjacent strip stones of each layer of strip stones, and two ends of the head of each T-shaped iron sheet are respectively positioned in clamping grooves on the surfaces of the corresponding two strip stones and fixed by mortar; the T-shaped iron sheets positioned on the same layer are connected into a whole through steel bars welded between the roots of the T-shaped iron sheets, and the steel bars are buried in the rubble concrete retaining wall or the interior of the concrete retaining wall. The utility model is suitable for retaining wall strip stone facing of rubble retaining wall, concrete retaining wall and the like, and can be widely applied to the fields of water conservancy, environment and ecological engineering. The technical defects are that: the T-shaped iron sheet is required to be additionally arranged as a connecting piece, the structure is complex, the strip stone is not divided into Ding Dan and composed of stones, the outer vertical surface is single, and the landscape effect is poor.
Disclosure of Invention
In order to overcome the defects of complex structure, single outer vertical face, poor landscape effect and no ancient people masonry construction method in the prior art, the utility model provides a stone-built retaining wall structure by an ancient method, wherein strip stones are divided into Ding Dan and stone, the outer vertical face is rich, the landscape effect is good, a T-shaped iron sheet is not needed any more, the structure is simple, and the construction is simple and convenient.
The technical scheme adopted for solving the technical problems is as follows:
the utility model provides a block builds retaining wall structure by ancient method, includes barricade inboard and outer facade, the barricade inboard adopts concrete or reinforced concrete or masonry structure, outer facade is built by stone and Ding Danqi, by stone be the long limit be parallel to the rectangular bar stone of barricade outer line direction, ding Dan be the rectangular bar stone of the long limit perpendicular to barricade outer line direction, by stone with Ding Dan are at same layer, upper and lower layer interval arrangement, wherein, each layer is received to the inboard by stone for next layer by stone, first receipts divide width is 1 ~ 5cm a; ding Dan projects from the stone of the same layer on the facade and is flush with the stone of the next layer, the projecting width being 2 times the first division width.
Preferably, the first division width is 2-3 cm.
The length of the stone is 100-200 cm, and the length of the Ding Dan is 30-200 cm.
Further, the left side and the right side of the Ding Dan are concave, and the stone is just embedded into the groove of Dan Liangduan Ding Dan on the same layer.
Preferably, the corresponding positions of the stone and the Ding Dan groove are provided with chamfers at the same time.
Or the upper opening of the Ding Dan is concave, and the stone of the upper layer is just embedded into the groove.
Preferably, the corresponding positions of the stone and the Ding Dan groove of the upper layer are simultaneously provided with chamfers.
The side length of the chamfer is 0.5-3 cm.
Still further, the uppermost layer may be fully laid out Ding Dan. This is an alternative.
Furthermore, the same layers which are separated by one or more layers are Ding Dan, the same layers of the other layers are laid by stones and Ding Dan in sequence in the horizontal direction, the upper layer is divided inwards relative to the lower layer, the second division width is 0-5 cm, preferably 2-3 cm,
the third division width of 1-5 layers at the top of the outer vertical surface is minus 5-0 cm, and the outer vertical surface forms an anti-arc shape or a vertical shape.
Preferably, all Ding Dan facades are level with the facades of the same layer of stone or Ding Dan.
The Ding Dan and the stone are built by adopting dry masonry or cementing materials, and the cementing materials can be cement slurry, cement mortar, cement concrete, lime slurry, glutinous rice mortar and the like;
ding Dan or stone, adopting a stone strip or cement concrete poured precast block with a stone strip imitation shape;
preferably, a chamfer is arranged on one side of the Ding Dan, which is close to the inner side of the retaining wall, and the side length of the chamfer is 0.5-10 cm.
The beneficial effects of the utility model are mainly shown in the following steps: the traditional retaining wall is improved, and the ancient masonry method which is characterized by 'Ding from', 'collecting and distributing', and 'Lou Ding' summarized by old people before a cement material is used in a large amount is fully absorbed; compared with the traditional retaining wall structure, the retaining wall structure has the advantages that the antique masonry process is absorbed, the cultural elements of the retaining wall are increased, and the landscape effect of the retaining wall is improved.
Drawings
Fig. 1 is a schematic view of a first block-type retaining wall structure constructed by an ancient method.
Fig. 2 is a schematic view of a second type of a retaining wall structure constructed by the antique method.
Fig. 3 is a schematic view of a third block of paleo-process masonry retaining wall structure.
Fig. 4 is a schematic view of a fourth block-type retaining wall structure constructed by the antique method.
Fig. 5 is a schematic view of the structure of the stone.
FIG. 6 is a schematic diagram of two different configurations of Ding Dan, with (a) being Ding Dan sample one; (b) is sample No. Ding Dan.
Fig. 7 is a schematic view of an exterior elevation of a wall structure constructed by the antique method.
Detailed Description
The utility model is further described below with reference to the accompanying drawings.
Referring to fig. 1 to 7, a retaining wall structure built by an ancient method comprises an inner side 3 of a retaining wall and an outer vertical surface, wherein the inner side 3 of the retaining wall adopts a common concrete or reinforced concrete or masonry structure, the outer vertical surface is built by stones 1 and Ding Dan, the stones 1 are strip stones with long edges parallel to the outer opening line direction of the retaining wall, ding Dan 2 are strip stones with long edges perpendicular to the outer opening line direction of the retaining wall, the stones 1 and Ding Dan 2 are arranged on the same layer at intervals, and the upper layer and the lower layer, and the length of the stones 1 is 100-200 cm, and the length of the stones Ding Dan 2 is 30-200 cm. Wherein each layer is divided by the stone 1 from the stone 1 to the inner side of the next layer, and the first division width is 1-5 cm; ding Dan 2 projects from the stone 1 of the same layer on the facade and is flush with the stone of the next layer, the projecting width being 2 times the first division width.
Wherein the first harvest width is preferably 2-3 cm.
The left side and the right side of the Ding Dan can be concave, the stone 1 is just embedded into grooves at two ends Ding Dan of the stone 1 in the same layer, and the corresponding positions of the grooves of the stone 1 and the stone Ding Dan are simultaneously provided with chamfer angles 4.
The upper opening of the Ding Dan is concave, the stone 1 of the upper layer is just embedded into the groove, and the corresponding positions of the stone 1 and the Ding Dan groove of the upper layer are simultaneously provided with the chamfer 4. The length of the chamfer is 0.5-3 cm.
One embodiment may be implemented in which the uppermost layer may be fully populated Ding Dan.
The same layers of one or more layers can be Ding Dan, the same layers of the other layers are laid in turn in the horizontal direction of stones 1 and Ding Dan, the upper layer is divided inwards relative to the lower layer, the second division width is 0-5 cm, preferably 2-3 cm, the third division width of the top 1-5 layers can be-5-0 cm, and the outer vertical surface forms an anti-arc shape or a vertical shape; all Ding Dan facades can also be level with the facades of the same layer of stones 1 or Ding Dan.
The Ding Dan and the stone 1 are built by adopting dry masonry or cementing materials, wherein the cementing materials can be cement paste, cement mortar, cement concrete, lime slurry, glutinous rice mortar and the like; ding Dan 2 or stone 1, a precast block which is in a shape of a strip stone or a cement concrete poured and imitates the strip stone can be adopted; preferably, a chamfer 4 is arranged on one side of the Ding Dan, which is close to the inner side of the retaining wall, of the stone 1, and the length of the chamfer is 0.5-10 cm.
The scheme of the embodiment improves the traditional retaining wall, fully absorbs the ancient masonry method which is characterized by 'Ding Yi', 'Ji Ding', 'Lu Ding' summarized by old people before the cement material is used in a large amount; compared with the traditional retaining wall structure, the retaining wall structure has the advantages that the antique masonry process is absorbed, the cultural elements of the retaining wall are increased, and the landscape effect of the retaining wall is improved.
The embodiments described in this specification are merely illustrative of the manner in which the inventive concepts may be implemented. The scope of the present utility model should not be construed as being limited to the specific forms set forth in the embodiments, but the scope of the present utility model and the equivalents thereof as would occur to one skilled in the art based on the inventive concept.
Claims (9)
1. The utility model provides a block builds retaining wall structure by ancient method, includes barricade inboard and outer facade, its characterized in that, the barricade inboard adopts concrete or reinforced concrete or masonry structure, outer facade is by stone and Ding Danqi builds, by stone be the long limit parallel to barricade outside line direction, ding Dan be the long limit perpendicular to barricade outside line direction, by stone with Ding Dan interval arrangement in same layer, upper and lower layer, wherein, each layer is by stone to the inboard branch of by stone of next layer, first branch width is 1 ~ 5cm; ding Dan projects from the stone of the same layer on the facade and is flush with the stone of the next layer, the projecting width being 2 times the first division width.
2. The structure of a t-by-paleo-masonry retaining wall of claim 1, wherein the first division width is from 2 cm to 3cm.
3. A t-by-paleo-masonry retaining wall structure according to claim 1 or 2, wherein said stone has a length of 100-200 cm and said Ding Dan has a length of 30-200 cm.
4. A block-by-paleo-method masonry retaining wall structure according to claim 1 or 2, wherein the left and right sides of the Ding Dan are concave, the block is just embedded into the Dan Liangduan Ding Dan groove on the same layer, and the block and Ding Dan groove are provided with chamfers at the same time.
5. A block-by-paleo-method masonry retaining wall structure according to claim 1 or 2, wherein the upper opening of the Ding Dan is concave, the upper layer of stone is just embedded into the groove, and the corresponding positions of the upper layer of stone and the Ding Dan groove are provided with chamfers.
6. A t-by-paleo-masonry retaining wall structure according to claim 1 or claim 2, wherein the uppermost layer is wholly disposed Ding Dan.
7. A block-built retaining wall structure according to the ancient method as claimed in claim 1 or 2, wherein the same layers of one or more layers are Ding Dan each, the same layers of the other layers are laid in turn by stones and Ding Dan in the horizontal direction, the upper layer is divided inwards relative to the lower layer, the second divided width is 0-5 cm,
8. the structure of a retaining wall built by an ancient method according to claim 7, wherein the third division width of 1-5 layers at the top of the outer vertical surface is-5-0 cm, and the outer vertical surface is formed in an anti-arc shape or a vertical shape.
9. A t-by-paleo-masonry retaining wall structure according to claim 7, wherein the outer vertical surfaces of all Ding Dan are level with the outer vertical surfaces of the same layer of stone or Ding Dan.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320406970.6U CN219773027U (en) | 2023-03-03 | 2023-03-03 | T-shaped retaining wall structure built by ancient method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320406970.6U CN219773027U (en) | 2023-03-03 | 2023-03-03 | T-shaped retaining wall structure built by ancient method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219773027U true CN219773027U (en) | 2023-09-29 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320406970.6U Active CN219773027U (en) | 2023-03-03 | 2023-03-03 | T-shaped retaining wall structure built by ancient method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219773027U (en) |
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- 2023-03-03 CN CN202320406970.6U patent/CN219773027U/en active Active
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Address after: 310016 No. 185 Qingjiang Road, Hangzhou City, Zhejiang Province Patentee after: Zhejiang Qiantang River Management Bureau Survey and Design Institute Co.,Ltd. Country or region after: China Address before: 310016 No. 185 Qingjiang Road, Hangzhou City, Zhejiang Province Patentee before: SURVEY AND DESIGN INSTITUTE OF THE QIANTANG RIVERADMINISTRATION OF ZHEJIANG PROVINCE Country or region before: China |