A Mongolian yurt with a plate-type lattice frame and its construction method

Abstract

A yurt with a plate-type lattice frame includes a plate-type lattice frame (10), wherein the plate-type lattice frame (10) includes m horizontal stiffening plates (15) arranged parallel to each other along the latitudinal direction and at the same central axis O-O, and n longitudinal stiffening plates (11) fixedly connected around the horizontal stiffening plates at intervals along the longitudinal direction, where n is a positive integer greater than or equal to 20 and m is a positive integer greater than or equal to 3; the horizontal stiffening plates (15) include those arranged at different heights along the Z direction at the same central axis. The system comprises a collar (12), an annular base (13), and an integral ring horizontal plate (14). The top and bottom of the longitudinal stiffening plate (11) are fixedly connected to the collar (12) and the annular base (13) through an insertion structure (30), respectively. The middle part of the longitudinal stiffening plate (11) is fixedly connected to the integral ring horizontal plate (14) through an interlocking structure (20). A grid space (5) is formed in the space between the integral ring horizontal plate (14), the annular base (13) or the collar (12) and the adjacent longitudinal stiffening plate (11). The plate grid frame, which achieves integral assembly, can also be filled with weather-resistant and / or waterproof components, realizing the modern inheritance of Mongolian residential culture.

Description

Technical Field

[0001] This invention relates to the technical field of yurt construction, specifically to a yurt with a plate-type lattice frame and its construction method. Background Technology

[0002] The yurt, with its characteristic domed roof and ease of disassembly and relocation, is ideally suited as a typical example of prefabricated construction. The structural design of the connection points between prefabricated components is crucial for ensuring the overall load-bearing capacity, thermal insulation, energy efficiency, and waterproofing of the prefabricated building; its construction quality determines the building's safety, insulation, and waterproofing. The traditional yurt structure, from bottom to top, mainly consists of four parts: the khana (front panel), uni (upper part), tuonao (upper part), and the surrounding ropes.

[0003] For ease of understanding, we will now use common architectural component terminology instead. Vertical foundation wall = khana, sloping roof component = uni, top ring component = taonao, and the surrounding rope is no longer used in modern yurts. Assuming prefabricated foundation wall panels, prefabricated sloping roof panels, and prefabricated top rings are the basic structural components, the main connection nodes of a prefabricated yurt include:

[0004] On the one hand, structural component connections, including

[0005] (1) Straight seam connection

[0006] a. Vertical connection of adjacent precast structural wall panels with a certain included angle, and horizontal connection of precast base wall panels to the foundation;

[0007] b. Slanted straight joint connection between adjacent precast sloping roof slabs

[0008] (2) Circular seam connection

[0009] The bottom of the sloping top plate is connected to the annular base wall plate in a horizontal ring, and the top of the sloping top plate is connected to the top annular component in a horizontal ring.

[0010] On the other hand, the connection of non-structural components, including

[0011] (1) Sealing structure of the outer perimeter wall;

[0012] (2) Sealing and connection of door and window openings, etc.;

[0013] Furthermore, traditional yurts use a pole-like structure as their framework, covered with felt, which makes it difficult to achieve both sturdiness and warmth, resulting in poor comfort. Modern architectural concepts and practices are needed to innovate the construction of yurts.

[0014] Researching structurally unique assembly nodes, assemblies that are easy to assemble and use, and innovative rod assembly systems are technical challenges that must be addressed in the construction of yurts. Summary of the Invention

[0015] To address the aforementioned shortcomings, the present invention aims to provide a yurt with a plate-type lattice frame and a method for constructing the same.

[0016] The objective of this invention is achieved by providing a yurt with a plate-type lattice frame.

[0017] The system includes a plate-type lattice frame, which comprises m horizontal stiffening plates arranged parallel to each other along the latitudinal direction and along the same central axis OO, and n longitudinal stiffening plates fixedly connected to the horizontal stiffening plates at intervals along the longitudinal direction, where n is a positive integer greater than or equal to 20 and m is a positive integer greater than or equal to 3.

[0018] The transverse stiffener includes a collar, an annular base, and an integral ring cross plate, which are arranged at different heights along the Z direction with the same central axis; the top and bottom of the longitudinal stiffener are fixedly connected to the collar and the annular base by an insertion structure, and the middle part of the longitudinal stiffener is fixedly connected to the integral ring cross plate by an interlocking structure; a grid space is formed in the space between the integral ring cross plate, the annular base or collar and adjacent longitudinal stiffeners.

[0019] Furthermore, it also includes a strip foundation, with the bottom of the annular base resting on the strip foundation and fixed to the strip foundation by expansion bolts.

[0020] Furthermore, the brain ring and the annular base have closed annular outlines, and the closed annular outlines of the two form similar figures. The closed annular outlines are circles or rectangles and semicircles with their two short sides as diameters.

[0021] Furthermore, the interlocking structure includes an embedded transverse groove, a radial embedded seam, and at least one pair of L-shaped fixing plates. The at least one pair of L-shaped fixing plates simultaneously fixes the annular integral transverse plate and the longitudinal stiffener plate on both sides of the longitudinal stiffener plate. The embedded transverse groove is horizontally provided at the same height position on the inner side of the n longitudinal stiffener plates. The outer side of the annular integral transverse plate is provided with n radial embedded seams at intervals corresponding to the longitudinal stiffener plate. The part of the annular integral transverse plate opposite to the radial embedded seam is the connecting part. When the longitudinal stiffener plate is inserted into the embedded radial seam, the connecting part is completely inserted into the embedded transverse groove.

[0022] Furthermore, the insertion structure includes a wing plate disposed at the end of the longitudinal stiffener plate and an insertion groove disposed on the ring wall of the collar ring or the annular base. The top of the wing plate is provided with a falcon groove, and the insertion groove is provided with a falcon head. The wing plate is pushed into the insertion groove and is tenon-jointed to the collar ring or the annular base. The bottom sides of the longitudinal stiffener plate are integrally connected with the longitudinal stiffener plate and the fixing plates are fixedly connected to the horizontal ring wall by fixing bolts.

[0023] Furthermore, the longitudinal stiffener plate includes a vertical plate portion and an inclined plate portion, the vertical plate portion having a height of at least 2m, and the angle between the inclined plate portion and the vertical plate portion being 110° to 130°.

[0024] Furthermore, the overall ring horizontal plate includes a first ring horizontal plate and a second ring horizontal plate. An interlocking structure is provided at the connection between the vertical plate portion and the inclined plate portion. The first ring horizontal plate is fixedly connected to the longitudinal stiffening plate through the interlocking structure. The second ring horizontal plate is fixedly connected between the first ring horizontal plate and the collar ring or the annular base. The width of the first ring horizontal plate is equal to the width of the longitudinal stiffening plate. The grid space is formed as the space between the first ring horizontal plate, the annular base or collar ring and the adjacent longitudinal stiffening plate.

[0025] Furthermore, the transverse stiffeners and longitudinal stiffeners are fiber-reinforced resin boards formed using RTM technology, with local fiber lay-up reinforcement along the direction of the groove extension in the reserved groove; the insertion structure is implemented as follows: when the wing plate is inserted into the insertion groove, the wing plate and the insertion groove are directly welded together; the interlocking structure is implemented as follows: the transverse stiffeners and longitudinal stiffeners are directly welded together at the insertion groove and radial insertion seam.

[0026] Furthermore, the integral ring horizontal plate, the collar ring, and the ring base are integrally 3D printed with the longitudinal stiffening plate using 3D printed building materials.

[0027] A method for constructing a yurt with a plate-type lattice frame.

[0028] 1) For the strip foundation, dig a pit in the ground that is the same size and shape as the closed ring outline of the ring base. Use a template to block the edge of the pit to form a strip groove. Pour rubble sand mixture into the strip groove, tamp it down, and apply a cement leveling layer on top. After it solidifies, fix the ring base to the strip foundation with expansion bolts.

[0029] 2) Fix the horizontal stiffener plate, aligned with the center of the strip foundation outline, and fix m integral ring horizontal plates and collar rings at different heights in the Z direction through support. The collar rings are the highest in the Z direction, so that the radial embedding seams of the integral ring horizontal plates and collar rings are aligned with the radial seams of the ring base respectively.

[0030] 3) Fix the longitudinal stiffener plate, insert the longitudinal stiffener plate into the n radial embedding slots of the transverse stiffener plate, and fix the longitudinal stiffener plate to the collar ring and the annular base through the insertion structure. First, fix the longitudinal stiffener plate to the four 90-degree positions through the interlocking structure to obtain stable support. After obtaining stable support, remove the support and fix all the remaining longitudinal stiffener plates to the perimeter of the transverse stiffener plate.

[0031] 4) Grid filling: Fill the grid space with multiple weather-resistant components, and then fill the grid space with multiple waterproof components.

[0032] The panel-type lattice prefabricated yurt of this invention is assembled on-site from factory-produced components. It belongs to the category of lightweight wood-structure prefabricated buildings. It uses prefabricated building components to modernize the materials, construction techniques, structural logic, and construction system of yurt living. It achieves the overall assembly of the keel components and can also choose to fill with weather-resistant and / or waterproof components, thus realizing the modern inheritance of Mongolian living culture. Attached Figure Description

[0033] Figure 1 This is a front sectional view of the plate-type lattice frame of a yurt according to the present invention.

[0034] Figure 2 This invention relates to a yurt with a plate-type lattice frame. Figure 1 AA sectional view.

[0035] Figure 3 This invention relates to a yurt with a plate-type lattice frame. Figure 1 A magnified view of part of I.

[0036] Figure 4 This invention relates to a yurt with a plate-type lattice frame. Figure 2 A partial sectional view of BB.

[0037] Figure 5 This is a top view of the integral ring horizontal plate 14 of a yurt with a plate-type lattice frame according to the present invention.

[0038] Figure 6 This is a front sectional view of a yurt with a plate-type lattice frame according to the present invention.

[0039] The reference numerals in the above figure:

[0040] 10. Plate-type lattice frame, 11. Longitudinal stiffening plate, 12. Head ring, 13. Annular base, 14. Integral ring transverse plate, 15. Transverse stiffening plate

[0041] 20 Interlocking structure, 21 Embedded transverse groove, 22 Radial embedded seam, 23 Connecting part, 24 L-shaped fixing plate

[0042] 30 Insertion structure, 31 Wing plate, 32 Falcon slot, 33 Falcon head, 34 Insertion groove, 35 Fixing plate, 36 Fixing bolt Detailed Implementation

[0043] The embodiments of the present invention will be described in detail below with reference to the accompanying drawings, but are not intended to limit the scope of the present invention.

[0044] Example 1

[0045] like Figure 1-6As shown, a yurt with a plate-type lattice frame includes a plate-type lattice frame 10. The plate-type lattice frame 10 includes m horizontal stiffening plates 15 arranged parallel to each other along the latitudinal direction and concentrically along the central axis OO, and n longitudinal stiffening plates 11 fixedly connected to the outer circumference of the horizontal stiffening plates 15 along the longitudinal direction, where n is a positive integer greater than or equal to 20 and m is a positive integer greater than or equal to 3. The horizontal stiffening plates 15 include a collar ring 12, an annular base 13, and an integral ring horizontal plate 14 arranged at different heights along the Z direction concentrically along the central axis. The top and bottom of the longitudinal stiffening plates 11 are fixedly connected to the collar ring 12 and the annular base 13 respectively by insertion structures 30. The middle part of the longitudinal stiffening plates 11 is fixedly connected to the integral ring horizontal plate 14 by interlocking structures 20. The longitudinal stiffening plate 11 includes a vertical plate portion 11.1 and an inclined plate portion 11.2. The vertical plate portion 11.1 has a height of at least 2m; the angle α between the inclined plate portion 11.2 and the vertical plate portion 11.1 is 110° to 130°. Both the transverse stiffening plate and the longitudinal stiffening plate are prefabricated integral plates in the factory.

[0046] The brain ring 12 and the annular base 13 have closed annular outlines, and their closed annular outlines form similar shapes. The closed annular outline is a circle or a rectangle with two short sides as its diameters.

[0047] The integral ring horizontal plate 14 includes a first ring horizontal plate 14.1 and a second ring horizontal plate 14.2; the integral ring horizontal plate 14 is fixedly connected to the longitudinal stiffening plate 11 through an interlocking structure 20. The first ring horizontal plate 14.1 is provided at the connection between the vertical plate portion 11.1 and the inclined plate portion 11.2, and the second ring horizontal plate 14.2 is fixedly connected between the first ring horizontal plate and the collar ring or the annular base;

[0048] A rectangular lattice space 5 is formed in the space between the first ring horizontal plate 14.1, the annular base 13 and the adjacent longitudinal stiffening plate 11. Alternatively, an isosceles trapezoidal lattice space 5 is formed in the space between the first ring horizontal plate 14.1, the collar ring 12 and the adjacent longitudinal stiffening plate 11.

[0049] The interlocking structure 20 includes an embedded transverse groove 21, a radial embedded joint 22, and at least one pair of L-shaped fixing plates 24. The at least one pair of L-shaped fixing plates 24 simultaneously fixes the annular integral transverse plate 14 and the longitudinal stiffener plate 11 on both sides of the longitudinal stiffener plate 11. The embedded transverse grooves 21 are horizontally positioned at the same height on the inner sides of the n longitudinal stiffener plates 11. The annular integral transverse plate 14 has n radial embedded joints 22 symmetrically arranged along its radial center on its outer side. The length of each radial embedded joint 22 is approximately half the width of the annular integral transverse plate 14. The portion of the annular integral transverse plate directly opposite the radial embedded joint 22 is the connecting portion 23. The width of the connecting portion 23 in the radial direction is equal to the length of the embedded transverse groove 21. When the longitudinal stiffener plate 11 is inserted into the embedded radial joint 22, the connecting portion 23 is completely inserted into the embedded transverse groove 21. No embedded transverse groove 21 is provided at the connection between the longitudinal stiffener plate and the first annular transverse plate 14.1 to ensure the strength of the longitudinal stiffener plate.

[0050] The insertion structure 30 includes a wing plate 31 disposed at the end of the longitudinal stiffener plate and an insertion groove 34 disposed on the annular wall of the collar ring 12 or the annular base 13. The wing plate 31 has a tenon groove 32 at its top. Corresponding to the longitudinal stiffener plate, the collar ring 12 has n insertion grooves 34 spaced apart on its vertical annular wall at a central symmetrical arrangement. Corresponding to the longitudinal stiffener plate, the annular base 13 has n insertion grooves 34 spaced apart on its horizontal annular wall at a central symmetrical arrangement. A tenon head 33 is disposed in the insertion groove 34. The wing plate 31 is pushed into the insertion groove 34 and tenon-jointed to the annular wall of the collar ring 12 or the annular base 13. Fixing plates 35 are integrally connected to the bottom sides of the longitudinal stiffener plate. The fixing plates 35 are fixedly connected to the horizontal annular wall by fixing bolts 36.

[0051] More preferably, it also includes weather-resistant components 40 and waterproof components 50, which can be selectively filled into the grid spaces 5 of the plate-type lattice frame 10, respectively. The waterproof component 50 is made of a light-transmitting material, such as glass, and when only the waterproof component 50 is filled, the empty grid space becomes a glass window. The weather-resistant component 40 can be selectively filled into the grid space 5 or can be selectively removed.

[0052] The weather-resistant component 40 includes a foam core, with wooden boards bonded to the upper and lower surfaces of the foam core. The wooden boards have sealing strip mounting grooves, in which a weather-resistant sealing strip is installed. The weather-resistant component 40 can also be combined to form n wall weather-resistant component units 40.1 and n roof weather-resistant component units 40.2, installed as a block, or the smallest unit can be removed. When installed as a block, locking modules are only needed around the edges of the wooden boards of the weather-resistant component to lock it to adjacent weather-resistant components, thus forming a wall weather-resistant component unit or a roof weather-resistant component unit. When selecting to remove a specific weather-resistant component unit, simply unlock the locking modules around it to remove it.

[0053] The waterproof component 50 can be selectively filled into the grid space 5 or selectively removed; the waterproof component 50 includes a transparent waterproof substrate surrounded by a window frame, and a waterproof sealing strip is fixed in the window frame. The waterproof substrate is made of transparent glass or transparent resin.

[0054] The waterproof component 50 can also be combined to form n wall waterproof component units 50.1 and n roof waterproof component units 50.2, which can be installed as a block, or the smallest unit cell can be removed. Only locking modules need to be installed around the perimeter of the waterproof component to lock it to adjacent waterproof components to form a wall waterproof component unit or a roof waterproof component unit. When selecting to remove a single waterproof component cell, simply unlock the locking modules around it to remove it.

[0055] The construction method of the yurt with a plate-type lattice frame includes the following steps:

[0056] 1) Construct a strip foundation. Dig a pit in the ground with the same size and shape as the closed ring outline of the ring base 13. Use a template to block the edge of the pit to form a strip groove. Pour rubble sand mixture into the strip groove, tamp it down, and use cement to make a leveling layer on top. After it solidifies, fix the ring base 13 to the strip foundation with expansion bolts.

[0057] 2) Fix the horizontal stiffener plate, aligned with the center of the strip foundation outline, and fix m integral ring horizontal plates 14 and collar rings 12 at different heights in the Z direction through support. The collar rings 12 are the highest in the Z direction, so that the radial embedding seams 22 of the integral ring horizontal plates 14 and collar rings are aligned with the insertion slots 34 of the ring base 13.

[0058] 3) Fix the longitudinal stiffeners 11 by inserting them into the n radial embedding slots 22 of the transverse stiffeners. The collar 12 and the annular base 13 are fixedly connected to the longitudinal stiffeners 11 through the insertion structure 30. The integral annular transverse plate 14 is fixedly connected to the longitudinal stiffeners 11 through the interlocking structure 20. It is best to assemble them centrally symmetrically, that is, first fix the longitudinal stiffeners 11 at four 90-degree positions respectively to obtain stable support, then remove the support and fix all the longitudinal stiffeners 11 around the transverse stiffeners.

[0059] 4) Filling the grid: Fill the grid space 5 with multiple weather-resistant components 40 and multiple waterproof components 50 in sequence.

[0060] Example 2

[0061] The L-shaped bolt connection between the horizontal and vertical stiffening plates is abandoned, and replaced with an integral fixed connection between the horizontal and vertical stiffening plates. Other structures are the same as in Embodiment 1.

[0062] A yurt with a plate-type lattice frame includes a plate-type lattice frame 10. The plate-type lattice frame 10 includes m horizontal stiffening plates 15 arranged parallel to each other along the latitudinal direction and concentrically along the central axis OO, and n longitudinal stiffening plates 11 fixedly connected around the horizontal stiffening plates 15 along the longitudinal direction, where n is a positive integer greater than or equal to 20 and m is a positive integer greater than or equal to 3. The horizontal stiffening plates 15 include a collar ring 12, an annular base 13, and an integral ring horizontal plate 14 arranged at different heights along the Z direction concentrically along the central axis. The top and bottom of the longitudinal stiffening plates 11 are fixedly connected to the collar ring 12 and the annular base 13 respectively by insertion structures 70. The middle part of the longitudinal stiffening plates 11 is fixedly connected to the integral ring horizontal plate 14 by interlocking structures 80.

[0063] The transverse stiffeners 15 and longitudinal stiffeners 11 are fiber-reinforced resin boards formed using RTM technology and are prefabricated in the factory. In the pre-reserved grooves, local fiber lay-up reinforcement is applied along the direction of the groove extension.

[0064] The insertion structure 70 is implemented such that when the wing plate 31 is inserted into the insertion slot 34, the wing plate 31 and the insertion slot 34 are directly welded together.

[0065] The interlocking structure 80 is implemented as follows: the transverse stiffener 15 and the longitudinal stiffener 11 are directly welded together at the embedded transverse groove 22 and the radial embedded seam 23; the welding is ultrasonic welding, high frequency welding, and vibration welding.

[0066] Alternatively, the entire ring plate 14, the collar ring 12, and the ring base 13 can be 3D printed as a whole with the longitudinal stiffening plate 11 using 3D printed building materials.

[0067] The yurt in this embodiment has a stronger overall integrity due to its plate-type lattice frame, but its construction requires relatively specialized ultrasonic welding equipment or 3D printing equipment for large-scale buildings. The implementation requirements are relatively higher.

[0068] The yurt with a plate-type lattice frame of the present invention solves the technical problems of "having specific assembly node structures, facilitating assembly and use, and innovating the rod assembly structure system" through the following means.

[0069] a. A panel-type lattice frame with grid space replaces the traditional wooden poles and keel, taking into account both assembly and usage functions.

[0070] Rod-type keel cannot construct thick, sturdy, and heat-insulating walls, while all-cement component walls lose their lightweight and easy-to-move characteristics. The panel-type lattice frame 10 combines the advantages of both. The horizontal stiffening plates 15 and the vertical stiffening plates 11 are connected by bolts or ultrasonic welding to form a whole, which has strong support capacity. The grid space between the horizontal and vertical stiffening plates provides the possibility of constructing thick and heat-insulating walls. The vertical stiffening plates, grid space, and weather-resistant components completely replace the assembly form of support rods and felt, becoming a modern lightweight wood structure prefabricated building that inherits the Mongolian yurt culture.

[0071] Before filling the grid space with waterproof component 50, you can choose to fill it with weather-resistant component 40 or leave it unfilled; without filling, it becomes a glass window, while with filling, it becomes an insulated window. After filling with weather-resistant component 40, the remaining grid space on the inside can still be used to place daily necessities. Therefore, the panel grid frame with grid space takes into account both assembly and use, without incurring manufacturing process costs to leave room for windows.

[0072] b. Insertion structures 30, 70 or interlocking structures 20, 80 ensure the integrity of the assembly connection.

[0073] For prefabricated buildings using factory-prefabricated components, the key technology lies in the assembly node structure. If only the mortise and tenon joints between basic component units loosen, the yurt will detach at that point, creating a gap and severely compromising the overall integrity of the building. Therefore, it is necessary to strengthen the overall structural integrity of the assembly.

[0074] The assembly and connection of n longitudinal stiffening plates 11 and m transverse stiffening plates 15 determine the overall integrity of the prefabricated yurt. The n longitudinal stiffening plates 11 and m transverse stiffening plates 15 are bolted or ultrasonically welded together, and the integrity of the connection assembly is ensured by the inherent integrity of the transverse stiffening plates 15 and longitudinal stiffening plates 11. The n longitudinal stiffening plates 11 are bolted to the strip foundation to achieve overall assembly integrity. In Example 2, the entire assembly only requires four bolts to fix the ring base 13 to the strip foundation; the rest are integral welded structures, resulting in high integrity.

[0075] The panel lattice keel replaces the traditional pole structure system, and also has a grid space filled with weather-resistant components that also allows for usability. At the same time, the panel lattice keel ensures the integrity of the yurt by inserting 30 or 70 or interlocking 20 or 80 structures. The horizontal and vertical stiffening plates are the smallest structural units, while the panel lattice keel is the overall unit. The former is the foundation of the latter, and the latter is the guarantee of the former. The two complement each other and work together to create a prefabricated yurt that is strong, sturdy, warm and comfortable.

[0076] The yurt of this invention, with its panel-type lattice frame, is assembled on-site from factory-produced components. It belongs to the category of lightweight wood-structure prefabricated buildings or lightweight fiber-reinforced resin board prefabricated buildings. The panel-type lattice frame modernizes the materials, construction techniques, structural logic, and construction system of the yurt. It achieves a holistic assembly of the panel-type lattice frame and allows for the selection of weather-resistant and / or waterproof components, thus realizing the modern inheritance of Mongolian residential culture.

Claims

1. A yurt with a plate-type lattice frame, characterized in that, The system includes a plate-type lattice frame (10), which includes m horizontal stiffening plates (15) arranged parallel to each other along the latitude direction and with the same central axis OO, and n longitudinal stiffening plates (11) fixedly connected around the horizontal stiffening plates along the longitude direction. The plates of the m horizontal stiffening plates (15) are arranged horizontally, and the plates of the n longitudinal stiffening plates (11) are symmetrically aligned with the central axis OO. n is a positive integer greater than or equal to 20, and m is a positive integer greater than or equal to 3. The transverse stiffener (15) includes a collar (12), an annular base (13), and an integral ring cross plate (14) arranged at different heights along the Z direction with the same central axis; the longitudinal stiffener is an integral plate extending from the collar to the annular base. When the top and bottom of the longitudinal stiffener (11) are fixedly connected to the collar (12) and the annular base (13) respectively by an insertion structure (30), the middle part of the longitudinal stiffener (11) is fixedly connected to the integral ring cross plate (14) by an interlocking structure (20). Multiple independent and adjacent grid spaces are formed in the space between the integral ring cross plate (14), the annular base (13) or the collar (12) and the adjacent longitudinal stiffener (11). The overall ring horizontal plate (14) includes a first ring horizontal plate (14.1), and the grid space (5) is formed between the first ring horizontal plate (14.1), the annular base (13) or the collar ring (12) and the adjacent longitudinal stiffening plate (11); the longitudinal stiffening plate (11) includes a vertical plate part (11.1) and an inclined plate part (11.2), and a rectangular grid space (5) is formed between the vertical plate part (11.1), the first ring horizontal plate (14.1) and the annular base (13), and an isosceles trapezoidal grid space (5) is formed between the inclined plate part (11.2), the first ring horizontal plate (14.1) and the collar ring (12); The grid space (5) may be optionally filled with weather-resistant components (40) and / or waterproof components (50); the grid space (5) has a thickness much greater than that of the filling components (40).

2. The yurt with a plate-type lattice frame as described in claim 1, characterized in that, The weathering component (40) includes a wall weathering unit (40.1) and a roof weathering unit (40.2); the wall weathering unit (40.1) is filled in a rectangular grid space (5); the roof weathering unit (40.2) is filled in the isosceles trapezoidal grid space (5).

3. The yurt with a plate-type lattice frame as described in claim 2, characterized in that, The interlocking structure (20, 80) includes an embedded transverse groove (21) and a radial embedded joint (22). The embedded transverse groove (21) is horizontally provided at the same height position on the inner side of the n longitudinal stiffening plates (11). The outer side of the annular integral transverse plate (14) is provided with n radial embedded joints (22) corresponding to the longitudinal stiffening plates. The part of the annular integral transverse plate opposite to the radial embedded joint (22) is the connecting part (23). When the longitudinal stiffening plate (11) is inserted into the embedded radial joint (22), the connecting part (23) is completely inserted into the embedded transverse groove (21).

4. The yurt with a plate-type lattice frame as described in claim 3, characterized in that, The interlocking structure (20) also includes at least one pair of L-shaped fixing plates (24), which simultaneously fix the annular integral horizontal plate (14) and the longitudinal stiffener plate (11) on both sides of the longitudinal stiffener plate (11).

5. The yurt with a plate-type lattice frame as described in claim 4, characterized in that, The insertion structure (30) includes a wing plate (31) set at the end of the longitudinal stiffener plate and an insertion groove (34) set on the ring wall of the collar (12) or the annular base (13). The wing plate (31) is provided with a falcon groove (32) at the top and a falcon head (33) in the insertion groove (34). The wing plate (31) is pushed into the insertion groove (34) and is tenon-jointed to the collar (12) or the annular base (13). The bottom sides of the longitudinal stiffener plate are integrally connected with a fixing plate (35). The fixing plate (35) is fixedly connected to the horizontal ring wall by fixing bolts (36).

6. The yurt with a plate-type lattice frame as described in claim 4, characterized in that, The brain ring (12) and the ring base (13) have closed ring outlines, and the closed ring outlines of the two form similar patterns. The closed ring outlines are circles or rectangles, and the two short sides of the rectangle are replaced with the outline of a semicircle with the short side as the diameter.

7. The yurt with a plate-type lattice frame as described in claim 1, characterized in that, The integral ring cross plate (14) also includes a second ring cross plate (14.2), which is fixedly connected between the first ring cross plate and the collar ring or the ring base; the outer edge of the second ring cross plate (14.2) abuts against the weather-resistant filling member (40).

8. The yurt with a plate-type lattice frame as described in claim 1, characterized in that, The transverse stiffener (15) and longitudinal stiffener (11) are fiber-reinforced resin boards formed by RTM process. In the reserved groove, local fiber lay-up is used to strengthen the groove. The insertion structure is implemented as follows: when the wing plate (31) is inserted into the insertion groove (34), the wing plate (31) and the insertion groove (34) are directly welded together. The interlocking structure is implemented as follows: the transverse stiffener (15) and longitudinal stiffener (11) are directly welded together at the insertion groove (21) and the radial insertion seam (22).

9. The yurt with a plate-type lattice frame as described in claim 1, characterized in that, The vertical plate (11.1) is at least 2m high, and the angle (α) between the inclined plate (11.2) and the vertical plate (11.1) is 110° to 130°.

10. A method for constructing a yurt with a plate-type lattice frame as described in claims 1-9, characterized in that, 1) For the strip foundation, dig out a pit of the same size and shape as the closed ring outline of the ring base (13) on the ground, use a template to block the edge of the pit to form a strip groove, pour rubble sand mixture into the strip groove, tamp it down, and use cement to make a leveling layer on top. After solidification, fix the ring base (13) to the strip foundation with expansion bolts. 2) Fix the horizontal stiffener plate, aligned with the center of the strip foundation outline, and fix m integral ring horizontal plates (14) and collar rings (12) at different heights in the Z direction through support. The collar rings (12) are the highest in the Z direction, so that the radial embedding seams (22) of the integral ring horizontal plates (14) and collar rings are aligned with the radial seams (22) of the ring base (13). 3) Fix the longitudinal stiffener plate, insert the longitudinal stiffener plate (11) into the n radial embedding slots (22) of the transverse stiffener plate, and fix the longitudinal stiffener plate (11) with the collar ring (12) and the annular base (13) through the insertion structure (30). First, fix the longitudinal stiffener plate (11) at four 90-degree positions through the interlocking structure (20) to obtain stable support. Then, remove the support and fix all the remaining longitudinal stiffener plates (11) around the transverse stiffener plate. 4) Grid filling: Fill the grid space with multiple weather-resistant components (40) and then fill the grid space with multiple waterproof components (50).

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