CN216713564U - Assembled villa small plate structure - Google Patents
Assembled villa small plate structure Download PDFInfo
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- CN216713564U CN216713564U CN202122831471.5U CN202122831471U CN216713564U CN 216713564 U CN216713564 U CN 216713564U CN 202122831471 U CN202122831471 U CN 202122831471U CN 216713564 U CN216713564 U CN 216713564U
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- 230000008093 supporting effect Effects 0.000 claims abstract description 66
- 238000007789 sealing Methods 0.000 claims abstract description 28
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 6
- 238000005728 strengthening Methods 0.000 claims abstract description 4
- 230000015572 biosynthetic process Effects 0.000 claims abstract description 3
- 229920002635 polyurethane Polymers 0.000 claims description 10
- 239000004814 polyurethane Substances 0.000 claims description 10
- 229910052918 calcium silicate Inorganic materials 0.000 claims description 7
- 239000000378 calcium silicate Substances 0.000 claims description 7
- OYACROKNLOSFPA-UHFFFAOYSA-N calcium;dioxido(oxo)silane Chemical compound [Ca+2].[O-][Si]([O-])=O OYACROKNLOSFPA-UHFFFAOYSA-N 0.000 claims description 7
- 238000005507 spraying Methods 0.000 claims description 4
- 241000700647 Variola virus Species 0.000 claims description 2
- 238000011065 in-situ storage Methods 0.000 claims description 2
- 230000002787 reinforcement Effects 0.000 abstract description 8
- 238000000034 method Methods 0.000 description 10
- 230000000694 effects Effects 0.000 description 8
- 239000004973 liquid crystal related substance Substances 0.000 description 8
- 239000000203 mixture Substances 0.000 description 8
- 238000003466 welding Methods 0.000 description 3
- 239000002131 composite material Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000009792 diffusion process Methods 0.000 description 2
- 239000006185 dispersion Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000005304 joining Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
- 238000009966 trimming Methods 0.000 description 1
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Abstract
The utility model belongs to the field of buildings, and particularly relates to an assembled villa small plate structure. It comprises the following steps: a main frame structure; a keel layer is arranged in the main frame structure; the keel layer is a support system for combining the keel and strengthening the keel formation, or is a three-dimensional keel; the combined keel consists of a cross rod, a vertical rod and an inclined support rod, and the reinforcing keel is arranged on the outer side of the vertical rod; the three-dimensional keel comprises a plurality of keel units, and each keel unit comprises an outer support rod, a bottom support rod and an inclined support rod; two adjacent inclined supporting rods and the outer supporting rod or the bottom supporting rod of the same keel unit form a trapezoidal structure; the inner side of the keel layer is provided with a bottom plate, and the outer side of the keel layer is provided with a sealing plate; the bottom plate and the sealing plate are fixedly connected with the main frame structure and/or the keel layer. The utility model has two alternative platelet structure forms, wherein the combination keel and the reinforcement keel combination can enable the platelet structure to have excellent longitudinal supporting capacity, and the three-dimensional keel form can enable the platelet structure to have excellent panel supporting capacity.
Description
Technical Field
The utility model belongs to the field of buildings, and particularly relates to an assembled villa small plate structure.
Background
The assembled villa is a novel building structure which is emerging and has quick and efficient construction and assembly processes. Which are usually assembled from several prefabricated structural parts by means of special joining methods. The structure is stable, and the building and assembling efficiency is high, so that the building and assembling device is well favored by the broad masses.
The small plate structure is a plate structure commonly used for assembled villas, and is used for longitudinal support, and also used for panel support, and is usually used as a longitudinal support structure for partition walls, curtain wall back plates and other structures. However, sometimes, the panel support structure is also used for building structures such as bearing platforms and the like which need panel support, and even balconies used for matching or assisting building of outer edges, while the existing small plate structure has good longitudinal support capability, but the panel support capability is very weak, and the safety threshold value of the panel support weight is usually lower than 300kg/m2And thus the use is greatly limited.
Disclosure of Invention
The utility model provides a small plate structure for an assembly type villa, aiming at solving the problems that the conventional small plate structure does not have good panel supporting capability generally and is limited to be used in the construction of the assembly type villa.
The utility model aims to:
firstly, the adaptability of the small plate structure and the assembled villa is ensured;
secondly, the panel supporting capacity of the small plate structure is improved;
and thirdly, improving the mechanical property of the small plate structure.
In order to achieve the purpose, the utility model adopts the following technical scheme.
An assembled villa smallpox structure, comprising:
the main frame structure is formed by alternately closing the frame framework and the edge sealing framework;
a keel layer is arranged in the main frame structure;
the keel layer is a support system for combining the keel and strengthening the keel formation, or is a three-dimensional keel;
the combined keel is formed by orthogonally arranging a cross rod and a vertical rod, and is provided with an inclined support rod for connecting the cross rod and the vertical rod, and the reinforcing keel is fixedly matched with the combined keel and is arranged on the outer side of the vertical rod of the combined keel;
the three-dimensional keel comprises a plurality of keel units which are continuously and fixedly connected, and each keel unit comprises an outer support rod for supporting the outer sealing plate, a bottom support rod for abutting against the inner bottom plate and an inclined support rod for connecting the outer support rod and the bottom support rod;
any two adjacent diagonal braces of the same keel unit and the outer brace or the bottom brace between the two diagonal braces form a ladder-shaped structure with an open bottom edge;
the inner side of the keel layer is provided with a bottom plate, and the outer side of the keel layer is provided with a sealing plate;
the bottom plate and the sealing plate are fixedly connected with the main frame structure and/or the keel layer.
As a preference, the first and second liquid crystal compositions are,
the sealing plate is a polyurethane sealing plate;
the bottom plate is a calcium silicate plate.
As a preference, the first and second liquid crystal compositions are,
the polyurethane sealing plate is prepared in situ on the outer side of the keel layer in a spraying and curing mode.
As a preference, the first and second liquid crystal compositions are,
the three-dimensional keel is overlooked from the closing plate direction: the outer supporting rod and the bottom supporting rod of the adjacent keel units are respectively and correspondingly fixedly connected.
As a preference, the first and second liquid crystal compositions are,
after the adjacent keel units are fixedly connected, the outer support rods and the inclined support rods form a honeycomb supporting structure, and the bottom support rods and the inclined support rods form a hexagonal supporting structure.
As a preference, the first and second liquid crystal compositions are,
the bottom plate is also provided with a sunken groove matched with the bottom supporting rod of the keel unit;
and the bottom support rod of the keel unit is arranged in the sunken groove.
As a preference, the first and second liquid crystal compositions are,
the three-dimensional keel is also provided with a buffer unit in a matching way with the keel unit, and the buffer unit is parallel to the keel unit and is arranged in a matching way with the keel unit;
the buffer unit comprises an outer rod, an inner rod and an inclined rod, the inner rod is abutted to the surface of the base plate, the outer rod is arranged between the base plate and the sealing plate and is not in contact with the base plate and the sealing plate, the inclined rod is used for connecting the inner rod and the outer rod, and the inclined rod is arranged below the inclined strut and supports the inclined strut.
As a preference, the first and second liquid crystal compositions are,
the outer rods are arranged corresponding to the outer support rods of the keel units, and the inner rods are arranged corresponding to the bottom support rods of the keel units;
the diagonal rods are fixedly connected with the diagonal brace rods.
As a preference, the first and second liquid crystal compositions are,
the outer rods of the adjacent buffer units are fixedly connected with each other, and the inner rods of the adjacent buffer units are separated from each other.
The utility model has the beneficial effects that:
1) the panel structure has good structural stability and two optional small panel structure forms, wherein the matching form of the combined keel and the reinforced keel can enable the small panel structure to have very excellent longitudinal supporting capacity, and the three-dimensional keel form can enable the small panel structure to have very excellent panel supporting capacity;
2) structural stability is high, and the assembly process is simple high-efficient to it can be according to area, the shape etc. of the nimble adjustment platelet structure of in-service use demand, has good suitability to the assembled villa.
Drawings
FIG. 1 is a schematic structural diagram of the present invention;
FIG. 2 is a schematic view of a half-section taken from the perspective A-A in FIG. 1;
FIG. 3 is a schematic diagram of a modified platelet structure in half-section and in layer form;
figure 4 is a schematic view of the keel at section B-B of figure 3;
figure 5 is a schematic view of the keel at section C-C of figure 3;
figure 6 is a schematic view of the improved floor structure in cooperation with the keel units;
fig. 7 is a schematic structural view of the improved three-dimensional keel matched with the bottom plate and the sealing plate;
fig. 8 is a schematic view of a flat laying structure of the improved three-dimensional keel;
in the figure: 100 frame skeletons, 200 banding skeletons, 300 combined keels, 301 crossbars, 302 vertical rods, 303 diagonal braces, 400 reinforced keels, 500 three-dimensional keels, 501 keel units, 501a honeycomb supporting structures, 501b hexagonal supporting structures, 5011 outer braces, 5012 bottom braces, 5013 diagonal braces, 502 buffer units, 5021 outer braces, 5022 inner poles, 5023 diagonal braces, 600 bottom plates, 601 sunken grooves and 700 sealing plates.
Detailed Description
The utility model is described in further detail below with reference to specific embodiments and the attached drawing figures. Those skilled in the art will be able to implement the utility model based on these teachings. Moreover, the embodiments of the present invention described in the following description are generally only some embodiments of the present invention, and not all embodiments. Therefore, all other embodiments obtained by a person of ordinary skill in the art based on the embodiments of the present invention without any creative effort shall fall within the protection scope of the present invention.
In the description of the present invention, it is to be understood that the terms "thickness", "upper", "lower", "horizontal", "top", "bottom", "inner", "outer", "circumferential", and the like, indicate orientations and positional relationships based on those shown in the drawings, and are used merely for convenience in describing the present invention and for simplicity in description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention. In the description of the present invention, "a plurality" means at least two, e.g., two, three, etc., and "several" means one or more unless specifically limited otherwise.
In the present invention, unless otherwise expressly stated or limited, the terms "mounted," "connected," "secured," and the like are to be construed broadly and can, for example, be fixedly connected, detachably connected, or integrally formed; may be mechanically coupled, may be electrically coupled or may be in communication with each other; they may be directly connected or indirectly connected through intervening media, or they may be connected internally or in any other suitable relationship, unless expressly stated otherwise. The specific meanings of the above terms in the present invention can be understood by those skilled in the art according to specific situations.
Unless otherwise specified, the raw materials used in the examples of the present invention are all commercially available or available to those skilled in the art; unless otherwise specified, the methods used in the examples of the present invention are all those known to those skilled in the art.
Examples
An assembled villa liner structure as shown in figure 1, which comprises:
the frame comprises frame frameworks 100 which are arranged in parallel in pairs, and edge sealing frameworks 200 which are arranged in parallel in pairs at two ends of the frame frameworks 100 and are vertical to the frame frameworks 100;
the frame framework 100 and the edge banding framework 200 form a closed main frame structure, and as shown in fig. 2, the thickness of the frame framework 100 is larger than that of the edge banding framework 200;
a combined keel 300 is arranged in the main frame structure formed by the frame framework 100 and the edge banding framework 200, a reinforcing keel 400 is arranged outside a vertical rod 302 of the combined keel 300, and the combined keel 300 and the reinforcing keel 400 form a supporting system;
as shown in fig. 2, the thickness of the combination keel 300 and the thickness of the reinforcement keel 400 are overlapped to be equal to the thickness of the edge-sealed framework 200, the inner side of the combination keel 300 is flush with the inner side of the edge-sealed framework 200, and the outer side of the reinforcement framework is flush with the outer side of the edge-sealed framework 200;
a bottom plate 600 is arranged on the inner side of the supporting system, and the bottom plate 600 is a calcium silicate plate in the embodiment;
the outer side of the support system is filled with spray polyurethane and hardened to form the sealing plate 700, and the polyurethane is sprayed and subjected to proper trimming treatment after being hardened and formed, so that the attractiveness of the sealing plate is improved.
The support system is characterized in that the support system is specific,
the combined keel 300 is formed by a frame formed by connecting and combining a cross rod 301 and a vertical rod 302 which are orthogonally arranged by metal rod bodies, and an inclined supporting rod 303 which is used for connecting the cross rod 301 and the vertical rod 302 and forms an inclined supporting in-plane, wherein the inclined supporting rod 303 is arranged between part of the cross rod 301 and the vertical rod 302 as shown in fig. 1;
the small plate structure formed by the structure has good longitudinal supporting effect, and has good longitudinal supporting performance when vertically placed as shown in fig. 1, but the panel supporting effect is very limited when the small plate structure is used as a base plate after a large number of tests, and the safe supporting weight per unit area is only about 320kg/m after the tests2Namely, the shear resistance is weak, and the problem of uneven distribution of the shear resistance exists, so that the use of the assembled villa is limited.
Therefore, the present invention further develops a support system formed by the combination keel 300 and the reinforcement keel 400;
in particular, the method comprises the following steps of,
the solid keel 500 shown in figures 3, 4 and 5 replaces the support system formed by the combination keel 300 and reinforcement keel 400 and is introduced into the platelet structure as a new support system;
the three-dimensional keel 500 is composed of a plurality of continuous keel units 501 fixed by welding or weather-resistant glue, the cross section structure of the keel units 501 along the thickness direction of the small plate structure is shown in fig. 4, and the keel units 501 are composed of continuous trapezoidal frames with front and back sides alternating, and comprise outer supporting rods 5011 for supporting the outer sealing plate 700, bottom supporting rods 5012 for abutting against the inner bottom plate 600, and inclined supporting rods 5013 for connecting the outer supporting rods 5011 and the bottom supporting rods 5012, and any two adjacent inclined supporting rods 5013 and the outer supporting rods 5011 or the bottom supporting rods 5012 between the two adjacent inclined supporting rods 5013 on the cross section of the thickness direction of the whole small plate structure form a trapezoidal structure with an open bottom side;
in addition, the three-dimensional keel 500 structure is shown in fig. 5 when viewed from the outside of the small plate structure:
the outer brace 5011 and the outer brace 5011 of the adjacent keel units 501 are in butt fit, and the bottom brace 5012 are in butt fit, and are all fixedly connected, in this embodiment, the fixedly connection is performed by adopting a diffusion welding method, and through the matching method, the outer brace 5011 and the diagonal brace 5013 of the adjacent keel units 501 form a honeycomb supporting structure 501a, and the bottom brace 5012 and the diagonal brace 5013 of the adjacent keel units 501 form a hexagonal supporting structure 501 b;
the honeycomb supporting structures 501a and the hexagonal supporting structures 501b are alternately arranged along the direction of a single keel unit 501, and the honeycomb supporting structures 501a and the hexagonal supporting structures 501b are respectively and continuously arranged in the direction perpendicular to the keel unit 501;
the three-dimensional keel 500 forms a continuous and alternating coexisting composite double-stage supporting structure through the honeycomb supporting structure 501a and the hexagonal supporting structure 501b, that is, the outer honeycomb supporting hooks and the inner hexagonal supporting structure 501b form double-stage support, the honeycomb supporting structure 501a continuously arranged in the direction perpendicular to the keel unit 501 can replace the supporting function of the vertical rods 302 and the reinforcing framework of the combined keel 300, and the bottom hexagonal supporting structure 501b forms alternating continuity through the honeycomb supporting structure 501a and can replace the cross rods 301 of the original combined keel 300;
but differs from the composite runner 300 and the reinforcement runner 400 in that:
through the dispersed and three-dimensional structure, the stress surface and the dispersion force effect of the actual three-dimensional keel 500 can be increased, the stress concentration is reduced for the stress effect of a platelet structure panel formed by strengthening and homogenizing, and the hexagonal and honeycomb structures have good dispersion force-guiding effects and have remarkable effects for improving the support weight threshold value;
through tests, the keel 300 is adopted and combined for reinforcementThe matching of the keels 400 is the same, the three-dimensional keel 500 is prepared, the distance between the bottom supporting rods 5012 and the distance between the outer supporting rods 5011 of the adjacent keel units 501 in the three-dimensional keel 500 are 1.45 times of the distance between the original vertical rods 302, the three-dimensional keel is assembled by matching with the frame framework 100 and the edge sealing framework 200, the inner side is fixedly connected with the calcium silicate bottom plate 600, the outer side is fixedly connected with the preformed polyurethane sealing plate 700, an assembled villa small plate structure is formed, and the original safety supporting weight threshold value after being tiled can be changed from 320kg/m2Increased to 355kg/m2The method has a very remarkable improvement effect, and the improvement effect is mainly due to the fact that the supporting capacity of the method is effectively homogenized, because the small plate structure of the combined keel 300 and the reinforced keel 400 structure is adopted originally, the actual detection safety supporting weight threshold is about 320-365 kg/m2The improved three-dimensional keel 500 is about 355-365 kg/m2The upper limit of the threshold value is not obviously optimized, but the lower limit is obviously improved, the safe supporting weight threshold value of the panel considered in actual use is the lower limit of the safe supporting weight threshold value, so the supporting effect is effectively improved actually, the actual structural density is reduced, the material consumption can be effectively reduced, the specific gravity of the small plate structure is reduced, the original small plate structure is sealed by adopting a polyurethane spraying mode, certain structural reinforcement can be carried out on the combined keel 300 and the reinforced keel 400 in the polyurethane spraying and curing process, secondary reinforcement is not needed after the three-dimensional keel 500 is adopted, the prefabricated polyurethane plate is directly adopted, and the assembling efficiency is higher.
Further, in the above-mentioned case,
the calcium silicate base plate 600 is further provided with a sunken groove 601 adapted to a bottom support rod 5012 of the keel unit 501 as shown in fig. 6, the bottom support rod 5012 of the keel unit 501 is inserted or clamped in the sunken groove 601, the sunken groove 601 improves the connection stability of the base plate 600 and the three-dimensional keel 500, and the calcium silicate base plate 600 can further enhance the anti-shearing capability of the three-dimensional keel 500, so that the force bearing threshold of a panel of the three-dimensional keel 500 can be further improved to about 358kg/m2。
In a still further aspect of the present invention,
the three-dimensional keel 500 is also provided with a buffer unit 502 in cooperation with the keel unit 501, and the buffer unit 502 is parallel to the keel unit 501 and is arranged in cooperation with the keel unit 501;
the buffer unit 502 is shown in fig. 7 and comprises an outer rod 5021, an inner rod 5022 and an inclined rod 5023, wherein the outer rod 5021 is lower than the outer strut 5011 of the keel unit 501 in the cross-sectional section of the small plate structure, the inner rod 5022 abuts against the surface of the calcium silicate base plate 600, and the inclined rod 5023 is used for connecting the inner rod 5022 and the outer rod 5021;
the outer rod 5021 is arranged corresponding to an outer strut 5011 of the keel unit 501, the inner rod 5022 is arranged corresponding to a bottom strut 5012 of the keel unit 501, the inclined rod 5023 is fixedly connected with the inclined strut 5013 and arranged below the inclined strut 5013 to support the inclined strut 5013, the outer rods 5021 of the adjacent buffer units 502 are mutually abutted and fixedly connected and matched in a diffusion welding mode and the like, and the inner rods 5022 are mutually separated;
as shown in fig. 8, in a top view direction, the matched buffer unit 502 outer rod 5021 and keel unit 501 bottom strut 5012 are in the same straight line, and the buffer unit 502 inner rod 5022 and keel unit 501 outer strut 5011 are in the same straight line, that is, a cross structure is actually formed;
the arrangement of the buffer unit 502 can form secondary support for the keel unit 501, the keel unit 501 still keeps the main support function as a main support structure, the support capacity of the keel unit can be strengthened by the arranged buffer unit 502, a third-level buffer support structure is formed, the panel support weight threshold value can be strengthened by more than 30% through tests, and the shock resistance of the keel unit is improved more obviously.
The specific tests are as follows:
with the buffer unit 502, the panel support weight threshold of the platelet structure can reach about 470kg/m2A very large optimization results. When the inner bars 5022 of the buffer units 502 are abutted against each other, the panel support weight threshold of the small plate structure is only about 380kg/m2This is because the buffer unit 502 has a very excellent deformation buffer effect due to the separated arrangement of the separation inner rod 5022, and can release the external force in an oblique deformation manner after being pressed to a limit, thereby significantly improving the small sizeThe panel of the plate structure supports the weight threshold, and the inner rod 5022 abuts against the panel and generates stress concentration, so that the external force cannot be released through effective deformation, and the panel of the small plate structure supports the weight threshold actually only by improving the structure density and not remarkably improving the structure density.
In conclusion, the small plate structure of the assembled villa can meet the actual requirements, can be freely assembled and matched, is suitable for manufacturing small plate structures with different sizes, is convenient to assemble on site, has good longitudinal supporting effect and good structural stability due to the simple combined keel 300 and the simple reinforced keel 400, can remarkably improve the panel supporting capability due to the adoption of the three-dimensional keel 500, and has good using effect when being used for paving the ground or a bedplate for the purposes of a substrate and the like.
Claims (9)
1. An assembled villa smallpox structure which characterized in that includes:
the main frame structure is formed by alternately closing the frame framework and the edge sealing framework;
a keel layer is arranged in the main frame structure;
the keel layer is a support system for combining the keel and strengthening the keel formation, or is a three-dimensional keel;
the combined keel is formed by orthogonally arranging a cross rod and a vertical rod, and is provided with an inclined support rod for connecting the cross rod and the vertical rod, and the reinforcing keel is fixedly matched with the combined keel and is arranged on the outer side of the vertical rod of the combined keel;
the three-dimensional keel comprises a plurality of keel units which are continuously and fixedly connected, and each keel unit comprises an outer support rod for supporting the outer sealing plate, a bottom support rod for abutting against the inner bottom plate and an inclined support rod for connecting the outer support rod and the bottom support rod;
any two adjacent diagonal braces of the same keel unit and the outer brace or the bottom brace between the two diagonal braces form a ladder-shaped structure with an open bottom edge;
the inner side of the keel layer is provided with a bottom plate, and the outer side of the keel layer is provided with a sealing plate;
the bottom plate and the sealing plate are fixedly connected with the main frame structure and/or the keel layer.
2. An assembled cottage structure as claimed in claim 1,
the sealing plate is a polyurethane sealing plate;
the bottom plate is a calcium silicate plate.
3. An assembled cottage structure as claimed in claim 2,
the polyurethane sealing plate is prepared in situ on the outer side of the keel layer in a spraying and curing mode.
4. An assembled cottage structure as claimed in claim 1,
the three-dimensional keel is overlooked from the closing plate direction: the outer supporting rod and the bottom supporting rod of the adjacent keel units are respectively and correspondingly fixedly connected.
5. An assembled cottage structure as claimed in claim 4,
after the adjacent keel units are fixedly connected, the outer support rods and the inclined support rods form a honeycomb supporting structure, and the bottom support rods and the inclined support rods form a hexagonal supporting structure.
6. An assembled cottage structure as claimed in claim 1,
the bottom plate is also provided with a sunken groove matched with the keel unit bottom support rod;
and the bottom support rod of the keel unit is arranged in the sunken groove.
7. An assembled cottage structure as claimed in claim 1,
the three-dimensional keel is also provided with a buffer unit in a matching way with the keel unit, and the buffer unit is parallel to the keel unit and is arranged in a matching way with the keel unit;
the buffer unit comprises an outer rod, an inner rod and an inclined rod, the inner rod is abutted to the surface of the base plate, the outer rod is arranged between the base plate and the sealing plate and is not in contact with the base plate and the sealing plate, the inclined rod is used for connecting the inner rod and the outer rod, and the inclined rod is arranged below the inclined strut and supports the inclined strut.
8. An assembled cottage structure as claimed in claim 7,
the outer rods are arranged corresponding to the outer support rods of the keel units, and the inner rods are arranged corresponding to the bottom support rods of the keel units;
the diagonal rods are fixedly connected with the diagonal brace rods.
9. An assembled cottage structure as claimed in claim 7 or 8,
the outer rods of the adjacent buffer units are fixedly connected with each other, and the inner rods of the adjacent buffer units are separated from each other.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122831471.5U CN216713564U (en) | 2021-11-16 | 2021-11-16 | Assembled villa small plate structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114215263A (en) * | 2021-11-16 | 2022-03-22 | 浙江碳银互联网科技有限公司 | Assembled villa small plate structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114215263A (en) * | 2021-11-16 | 2022-03-22 | 浙江碳银互联网科技有限公司 | Assembled villa small plate structure |
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| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 311200 room 1701, unit 2, Guotai science and technology building, No. 479, Minhe Road, ningwei street, Xiaoshan District, Hangzhou City, Zhejiang Province Patentee after: Zhejiang Carbon Silver Digital Smart Green Energy Technology Co.,Ltd. Country or region after: China Address before: 311200 room 1701, unit 2, Guotai science and technology building, No. 479, Minhe Road, ningwei street, Xiaoshan District, Hangzhou City, Zhejiang Province Patentee before: ZHEJIANG TANYIN INTERNET TECHNOLOGY Co.,Ltd. Country or region before: China |