CN216041688U - Wood net frame structure - Google Patents
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- CN216041688U CN216041688U CN202121772160.XU CN202121772160U CN216041688U CN 216041688 U CN216041688 U CN 216041688U CN 202121772160 U CN202121772160 U CN 202121772160U CN 216041688 U CN216041688 U CN 216041688U
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- 239000002023 wood Substances 0.000 title claims abstract description 272
- 230000006835 compression Effects 0.000 claims description 6
- 238000007906 compression Methods 0.000 claims description 6
- 230000005484 gravity Effects 0.000 claims description 6
- 238000000034 method Methods 0.000 abstract description 16
- 230000008569 process Effects 0.000 abstract description 9
- 239000000463 material Substances 0.000 abstract description 6
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 3
- 235000017491 Bambusa tulda Nutrition 0.000 description 3
- 241001330002 Bambuseae Species 0.000 description 3
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 3
- 239000011425 bamboo Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 230000007547 defect Effects 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 230000004060 metabolic process Effects 0.000 description 1
- 238000003801 milling Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 229910052755 nonmetal Inorganic materials 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 230000003252 repetitive effect Effects 0.000 description 1
- 239000002341 toxic gas Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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Abstract
The utility model relates to a wood grid structure, which comprises an upper layer component, a middle layer component and a lower layer component, wherein: the upper-layer component comprises a square wood strip 1, a first round wood rod 2 and a first round wood block 3, wherein the square wood strip 1 is used for bearing a roof load and transmitting the roof load to the first round wood block 3; the middle layer component comprises a second round wood rod 4 used for connecting the upper layer component and the lower layer component; the lower-layer component comprises a second round wood block 5, a third round wood rod 6, a curved wood edge beam 7, a fourth round wood rod 8 and a rope 9, wherein the second round wood block 5 is used for collecting loads transmitted by the second round wood rod 4 of the middle-layer component and applying the loads to the third round wood rod 6 and the fourth round wood rod 8 respectively to form downward resultant force at the curved wood edge beam 7. The utility model makes the wood grid structure easy to process and combine, is suitable for specification control, can improve the mechanical property, and has the advantages of stable structure, good anti-seismic property, high processing speed, high assembly efficiency, intensive material utilization and the like.
Description
Technical Field
The utility model relates to the field of building structures, in particular to a wood grid structure.
Background
In order to solve the problem of large span of the building timber structure, the prior art generally adopts a heavy timber structure, and the construction of the large-span timber structure is completed by adopting large-section logs or engineering timber products as bearing member units. Heavy wood structures, however, have a number of disadvantages: resources are wasted, the best stress mode of the wood is axial stress, but the member in the heavy wood structure is difficult to meet the condition, so that the large section size is needed to bear the load effect, and the waste of the wood resources is caused; the space is wasted, and the high span ratio of the wood beam is larger due to unreasonable stress of the wood beam in the heavy wood structure, so that the utilization rate of the indoor space is reduced, and the floor height is increased; the working procedures are complicated, the use of the laminated wood is inevitable due to the large cross-sectional sizes of beams and columns in the heavy wood structure, the laminated wood needs an additional working procedure of glue forming compared with the raw wood, and toxic gas is released and the environment is polluted in the processing and using processes of the adhesive.
Accordingly, there is a need for one or more methods to address the above-mentioned problems.
It is to be noted that the information of the utility model in the above background section is only used for enhancing the understanding of the background of the present invention, and thus may include information that does not constitute prior art known to those of ordinary skill in the art.
SUMMERY OF THE UTILITY MODEL
It is an object of the present invention to provide a timber grid structure which overcomes, at least to some extent, one or more of the problems associated with the limitations and disadvantages of the related art.
According to one aspect of the present invention, there is provided a timber truss structure comprising an upper member, a middle member, and a lower member, wherein:
the upper-layer component comprises a square wood strip 1, a first round wood rod 2 and a first round wood block 3, wherein the square wood strip 1 is used for bearing a roof load and transmitting the roof load to the first round wood block 3;
the middle layer component comprises a second round wood rod 4 used for connecting the upper layer component and the lower layer component;
the lower-layer component comprises a second round wood block 5, a third round wood rod 6, a curved wood edge beam 7, a fourth round wood rod 8 and a rope 9, wherein the second round wood block 5 is used for collecting the load transmitted by the second round wood rod 4 of the middle-layer component, dispersing and applying part of the load to the third round wood rod 6 in an axial pressure mode, and transmitting part of the load to the curved wood edge beam 7 through the third round wood rod 6; the second round wood block 5 applies the other part of the load to the fourth round wood rod 8, the other part of the load is converted into the tensile force of the rope 9 through the fourth round wood rod 8, the other part of the load is transmitted to the curved wood edge beam 7 through the rope 9, and the load transmitted through the wood rod 6 and the load transmitted through the rope 9 form a vertical and downward resultant force at the curved wood edge beam 7, which is equal to the sum of all the gravity of the roof truss, the roof and the bearing objects thereof where the components are located.
In an exemplary embodiment of the present invention, the first round bar 2 of the upper layer member is used to connect the square lumber 1 to transmit horizontal load and form a stable integral frame therewith. In an exemplary embodiment of the present invention, after the square lumber 1 of the upper layer member receives a roof load and transmits the load to the first round lumber block 3, the load is transmitted to the lower layer member by the second round lumber 4 connected to the first round lumber block 3.
In an exemplary embodiment of the present invention, the adjacent second round wood rods 4 of the middle layer member form a triangular structure with the corresponding upper layer member or lower layer member, which bears the axial pressure.
In an exemplary embodiment of the present invention, the square lumber 1 has the same cross-sectional dimension, and the length is slightly larger than the distance between two adjacent first round lumber blocks 3 connected with the square lumber 1;
the cross-sectional dimensions of the first round wood rod 2 are the same, and the length of the first round wood rod 2 is slightly larger than the distance between two adjacent square wood strips 1 connected with the first round wood rod 2;
the second round wood rods 4 have the same cross-sectional size, and the length of the second round wood rods is slightly larger than the distance between an upper-layer component and a lower-layer component which are connected by the second round wood rods 4;
the third round wood rod 6 has the same cross-sectional dimension, and the length is slightly larger than the distance between two adjacent second round wood blocks 5 connected with the third round wood rod 6.
In an exemplary embodiment of the present invention, the opening of the first round wood block 3 is at the same angle as the square wood strip 1 and the second round wood rod 4 connected with the first round wood block 3;
the angle of the open hole of the square wood strip 1 is consistent with that of the first round wood rod 2 connected with the square wood strip 1;
the opening of the second round wood block 5 has the same angle with the second round wood rod 4, the third round wood rod 6 and the fourth round wood rod 8 connected with the second round wood block 5.
In an exemplary embodiment of the present invention, the first round wood blocks 3 and the second round wood blocks 5 have the same size, and the second round wood blocks 5 have a size larger than that of the first round wood blocks 3.
In an exemplary embodiment of the present invention, an upper top surface of the upper layer member of the wood grid structure is a flat surface, a lower bottom surface of the lower layer member, which is composed of the second round wood blocks 5, the third round wood rods 6 and the curved wood edge beams 7, is a raised curved surface with the highest middle part and the lowest four corners, and a structural framework of the middle layer member is located between the upper top surface and the lower bottom surface.
In an exemplary embodiment of the present invention, the first round wood bar 2, the second round wood bar 4, the third round wood bar 6 and the fourth round wood bar 8 are all in a compression condition, the rope 9 is in a tension condition, and the end of the rope 9 is fixed on the curved wood edge beam.
The wood net frame structure in the exemplary embodiment of the present invention comprises an upper layer member, a middle layer member, and a lower layer member, wherein: the upper-layer component comprises a square wood strip 1, a first round wood rod 2 and a first round wood block 3, wherein the square wood strip 1 is used for bearing a roof load and transmitting the roof load to the first round wood block 3; the middle layer component comprises a second round wood rod 4 used for connecting the upper layer component and the lower layer component; the lower-layer component comprises a second round wood block 5, a third round wood rod 6, a curved wood edge beam 7, a fourth round wood rod 8 and a rope 9, wherein the second round wood block 5 is used for collecting the load transmitted by the second round wood rod 4 of the middle-layer component, dispersing and applying part of the load to the third round wood rod 6 in an axial pressure mode, and transmitting part of the load to the curved wood edge beam 7 through the third round wood rod 6; the second round wood block 5 applies the other part of the load to the fourth round wood rod 8, the other part of the load is converted into the tensile force of the rope 9 through the fourth round wood rod 8, the other part of the load is transmitted to the curved wood edge beam 7 through the rope 9, and the load transmitted through the wood rod 6 and the load transmitted through the rope 9 form a vertical and downward resultant force at the curved wood edge beam 7, which is equal to the sum of all the gravity of the roof truss, the roof and the bearing objects thereof where the components are located. According to the utility model, the small-size component system of the grid structure is designed to replace the large-size component system of a heavy wood structure, so that a material-saving and environment-friendly large-span building structure is finally realized, the defects that the traditional wood structure is not suitable for processing and combining, has high specification control difficulty and influences the exertion of mechanical properties are overcome, the wood grid structure is easy to process and combine and is suitable for specification control, the mechanical properties of the wood grid structure are further improved, and the grid structure has the advantages of stable structure, good anti-seismic property, high processing speed, high assembly efficiency and the like.
It is to be understood that both the foregoing general description and the following detailed description are exemplary and explanatory only and are not restrictive of the utility model, as claimed.
Drawings
The above and other features and advantages of the present invention will become more apparent by describing in detail exemplary embodiments thereof with reference to the attached drawings.
Fig. 1 shows a partial schematic view of a wood grid structure according to an exemplary embodiment of the present invention;
fig. 2 is a schematic view showing an upper layer member of a wooden grid structure according to an exemplary embodiment of the present invention;
fig. 3 is a schematic view illustrating a lower layer member of a wooden lattice framed structure according to an exemplary embodiment of the present invention;
fig. 4 is a schematic view illustrating the overall structure of a wooden lattice framed structure according to an exemplary embodiment of the present invention.
Detailed Description
Example embodiments will now be described more fully with reference to the accompanying drawings. Example embodiments may, however, be embodied in many different forms and should not be construed as limited to the embodiments set forth herein; rather, these embodiments are provided so that this disclosure will be thorough and complete, and will fully convey the concept of example embodiments to those skilled in the art. The same reference numerals denote the same or similar parts in the drawings, and thus, a repetitive description thereof will be omitted.
Furthermore, the described features, structures, or characteristics may be combined in any suitable manner in one or more embodiments. In the following description, numerous specific details are provided to provide a thorough understanding of embodiments of the utility model. One skilled in the relevant art will recognize, however, that the utility model may be practiced without one or more of the specific details, or with other methods, components, materials, devices, steps, and so forth. In other instances, well-known structures, methods, devices, implementations, materials, or operations are not shown or described in detail to avoid obscuring aspects of the utility model.
The block diagrams shown in the figures are functional entities only and do not necessarily correspond to physically separate entities. That is, these functional entities may be implemented in the form of software, or in one or more software-hardened modules, or in different networks and/or processor devices and/or microcontroller devices.
In the present exemplary embodiment, a wood grid structure is first provided; referring to fig. 1, 2 and 3, the wooden lattice framed structure includes an upper layer member, a middle layer member, and a lower layer member, wherein:
the upper-layer component comprises a square wood strip 1, a first round wood rod 2 and a first round wood block 3, wherein the square wood strip 1 is used for bearing a roof load and transmitting the roof load to the first round wood block 3;
the middle layer component comprises a second round wood rod 4 used for connecting the upper layer component and the lower layer component;
the lower-layer component comprises a second round wood block 5, a third round wood rod 6, a curved wood edge beam 7, a fourth round wood rod 8 and a rope 9, wherein the second round wood block 5 is used for collecting the load transmitted by the second round wood rod 4 of the middle-layer component, dispersing and applying part of the load to the third round wood rod 6 in an axial pressure mode, and transmitting part of the load to the curved wood edge beam 7 through the third round wood rod 6; the second round wood block 5 applies the other part of the load to the fourth round wood rod 8, the other part of the load is converted into the tensile force of the rope 9 through the fourth round wood rod 8, the other part of the load is transmitted to the curved wood edge beam 7 through the rope 9, and the load transmitted through the wood rod 6 and the load transmitted through the rope 9 form a vertical and downward resultant force at the curved wood edge beam 7, which is equal to the sum of all the gravity of the roof truss, the roof and the bearing objects thereof where the components are located.
The wood net frame structure in the exemplary embodiment of the present invention comprises an upper layer member, a middle layer member, and a lower layer member, wherein: the upper-layer component comprises a square wood strip 1, a first round wood rod 2 and a first round wood block 3, wherein the square wood strip 1 is used for bearing a roof load and transmitting the roof load to the first round wood block 3; the middle layer component comprises a second round wood rod 4 used for connecting the upper layer component and the lower layer component; the lower-layer component comprises a second round wood block 5, a third round wood rod 6, a curved wood edge beam 7, a fourth round wood rod 8 and a rope 9, wherein the second round wood block 5 is used for collecting the load transmitted by the second round wood rod 4 of the middle-layer component, dispersing and applying part of the load to the third round wood rod 6 in an axial pressure mode, and transmitting part of the load to the curved wood edge beam 7 through the third round wood rod 6; the second round wood block 5 applies the other part of the load to the fourth round wood rod 8, the other part of the load is converted into the tensile force of the rope 9 through the fourth round wood rod 8, the other part of the load is transmitted to the curved wood edge beam 7 through the rope 9, and the load transmitted through the wood rod 6 and the load transmitted through the rope 9 form a vertical and downward resultant force at the curved wood edge beam 7, which is equal to the sum of all the gravity of the roof truss, the roof and the bearing objects thereof where the components are located. According to the utility model, the small-size component system of the grid structure is designed to replace the large-size component system of a heavy wood structure, so that a material-saving and environment-friendly large-span building structure is finally realized, the defects that the traditional wood structure is not suitable for processing and combining, has high specification control difficulty and influences the exertion of mechanical properties are overcome, the wood grid structure is easy to process and combine and is suitable for specification control, the mechanical properties of the wood grid structure are further improved, and the grid structure has the advantages of stable structure, good anti-seismic property, high processing speed, high assembly efficiency and the like.
Next, the wooden lattice framed structure in the present exemplary embodiment will be further described.
The wood grid structure comprises an upper layer component, a middle layer component and a lower layer component, wherein:
the upper-layer component comprises a square wood strip 1, a first round wood rod 2 and a first round wood block 3, wherein the square wood strip 1 is used for bearing a roof load and transmitting the roof load to the first round wood block 3;
the middle layer component comprises a second round wood rod 4 used for connecting the upper layer component and the lower layer component;
the lower-layer component comprises a second round wood block 5, a third round wood rod 6, a curved wood edge beam 7, a fourth round wood rod 8 and a rope 9, wherein the second round wood block 5 is used for collecting the load transmitted by the second round wood rod 4 of the middle-layer component, dispersing and applying part of the load to the third round wood rod 6 in an axial pressure mode, and transmitting part of the load to the curved wood edge beam 7 through the third round wood rod 6; the second round wood block 5 applies the other part of the load to the fourth round wood rod 8, the other part of the load is converted into the tensile force of the rope 9 through the fourth round wood rod 8, the other part of the load is transmitted to the curved wood edge beam 7 through the rope 9, and the load transmitted through the wood rod 6 and the load transmitted through the rope 9 form a vertical and downward resultant force at the curved wood edge beam 7, which is equal to the sum of all the gravity of the roof truss, the roof and the bearing objects thereof where the components are located.
In the embodiment of the present example, the fixed round bar ends of the first round wood block 3 and the second round wood block 5 are "wood blocks" with certain volume. It is perforated for fixing the round rods meeting there.
In the present exemplary embodiment, the first round bar 2 of the upper layer member is used to connect the square lumber 1 to transmit horizontal load, and forms a stable integral frame therewith.
In the embodiment of the present example, after the square lumber 1 of the upper layer member receives the roof load and transmits the load to the first round lumber block 3, the load is transmitted to the lower layer member by the second round lumber 4 connected to the first round lumber block 3.
In the present exemplary embodiment, the adjacent second round wood rods 4 in the middle layer member form a triangular structure that withstands the axial pressure with the corresponding upper layer member or lower layer member.
In the embodiment of the present example, the square lumber 1 has the same cross-sectional size, and the length is slightly larger than the distance between two adjacent first round lumber blocks 3 connected with the square lumber 1;
the cross-sectional dimensions of the first round wood rod 2 are the same, and the length of the first round wood rod 2 is slightly larger than the distance between two adjacent square wood strips 1 connected with the first round wood rod 2;
the second round wood rods 4 have the same cross-sectional size, and the length of the second round wood rods is slightly larger than the distance between an upper-layer component and a lower-layer component which are connected by the second round wood rods 4;
the third round wood rod 6 has the same cross-sectional dimension, and the length is slightly larger than the distance between two adjacent second round wood blocks 5 connected with the third round wood rod 6.
In the embodiment of the present example, the opening of the first round wood block 3 is at the same angle as the square wood strip 1 and the second round wood rod 4 connected with the first round wood block 3;
the angle of the open hole of the square wood strip 1 is consistent with that of the first round wood rod 2 connected with the square wood strip 1;
the opening of the second round wood block 5 has the same angle with the second round wood rod 4, the third round wood rod 6 and the fourth round wood rod 8 connected with the second round wood block 5.
In the present exemplary embodiment, the first round wood block 3 and the second round wood block 5 have the same size, and the second round wood block 5 has a size larger than that of the first round wood block 3.
In the embodiment of the present example, the upper top surface of the upper layer member of the wood grid structure is a plane, the lower bottom surface of the lower layer member, which is composed of the second round wood blocks 5, the third round wood rods 6 and the curved wood edge beams 7, is a raised curved surface with the highest middle part and the lowest four corners, and the structural framework of the middle layer member is located between the upper top surface and the lower bottom surface.
In the embodiment of the present example, the first log rod 2, the second log rod 4, the third log rod 6, and the fourth log rod 8 are all in a compression condition, the rope 9 is in a tension condition, and the end of the rope 9 is fixed on the curved wood edge beam.
In the present exemplary embodiment, the first round wood block 3 and the second round wood block 5 form a multi-rod junction node, which is a "transfer station" for load transfer. And the round rods connected with the nodes are mutually extruded by taking the nodes as centers to reach a balanced state.
In the exemplary embodiment, as shown in fig. 4, the overall structure of the wooden lattice structure is schematically illustrated, and the rods of the wooden lattice structure are connected with each other by multi-round rod junction nodes. The structure of the device is largely used, so that the high efficiency of processing, assembling and disassembling is ensured.
In the present exemplary embodiment, the present invention realizes a large-span timber structure with small-section bars and nodes: the components are all non-metal components, and the wood components are all connected by mortise and tenon joints; "multi-rod intersection node": the end of the round rod is fixed by a wood block with a certain volume. It is perforated for fixing the round rods meeting there. And the load is axially transmitted to the node along the round rod. The round rods are mutually extruded by taking the node as the center to reach a balanced state; and (3) processing the nodes: the method can be realized only by accurate punching and a small amount of milling; the selected material is not limited to single wood, and is suitable for all bamboo and wood materials, including various logs, glued wood, raw bamboo, glued bamboo and the like.
In the embodiment of the present example, the present invention has the following advantages: the structure is stable. Due to the interaction between the axial compression rod pieces and the nodes, the axial compression rod pieces have stronger integrity, spatial rigidity and structural stability; the utility model transfers load by the axial force of the rod piece, the material strength is fully utilized, thereby saving wood and reducing the dead weight; the wooden components are all tenon-and-mortise joints, so that the original components can be replaced conveniently in the building use process, and the metabolism of the building structure is realized; the earthquake-proof structure has good earthquake-proof performance, and has the advantages that the dead weight of the grid structure is light, the earthquake force generated during the earthquake is small, meanwhile, the tenon-and-mortise structure can absorb a large amount of earthquake energy, and the grid structure is stable and cannot collapse, so the earthquake-proof structure has good earthquake-proof performance; the construction speed is high, the repetition rate of the size and the shape of the member is high, the member can be produced in batches in a factory, the high quality and the high efficiency can be ensured, the field workload is small, and the construction period is short.
It should be noted that although several modules or units of the timber truss structure apparatus are mentioned in the above detailed description, such division is not mandatory. Indeed, the features and functionality of two or more modules or units described above may be embodied in one module or unit, according to embodiments of the utility model. Conversely, the features and functions of one module or unit described above may be further divided into embodiments by a plurality of modules or units.
Furthermore, the above-described figures are merely schematic illustrations of processes involved in methods according to exemplary embodiments of the utility model, and are not intended to be limiting. It will be readily understood that the processes shown in the above figures are not intended to indicate or limit the chronological order of the processes. In addition, it is also readily understood that these processes may be performed synchronously or asynchronously, e.g., in multiple modules.
Other embodiments of the utility model will be apparent to those skilled in the art from consideration of the specification and practice of the utility model disclosed herein. This application is intended to cover any variations, uses, or adaptations of the utility model following, in general, the principles of the utility model and including such departures from the present disclosure as come within known or customary practice within the art to which the utility model pertains. It is intended that the specification and examples be considered as exemplary only, with a true scope and spirit of the utility model being indicated by the following claims.
It will be understood that the utility model is not limited to the precise arrangements described above and shown in the drawings and that various modifications and changes may be made without departing from the scope thereof. The scope of the utility model is only limited by the appended claims.
Claims (9)
1. A timber truss structure, wherein the timber truss structure comprises an upper layer member, a middle layer member and a lower layer member, wherein:
the upper-layer component comprises a square wood strip 1, a first round wood rod 2 and a first round wood block 3, wherein the square wood strip 1 is used for bearing a roof load and transmitting the roof load to the first round wood block 3;
the middle layer component comprises a second round wood rod 4 used for connecting the upper layer component and the lower layer component;
the lower-layer component comprises a second round wood block 5, a third round wood rod 6, a curved wood edge beam 7, a fourth round wood rod 8 and a rope 9, wherein the second round wood block 5 is used for collecting the load transmitted by the second round wood rod 4 of the middle-layer component, dispersing and applying part of the load to the third round wood rod 6 in an axial pressure mode, and transmitting part of the load to the curved wood edge beam 7 through the third round wood rod 6; the second round wood block 5 applies the other part of the load to the fourth round wood rod 8, the other part of the load is converted into the tensile force of the rope 9 through the fourth round wood rod 8, the other part of the load is transmitted to the curved wood edge beam 7 through the rope 9, and the load transmitted through the wood rod 6 and the load transmitted through the rope 9 form a vertical and downward resultant force at the curved wood edge beam 7, which is equal to the sum of all the gravity of the roof truss, the roof and the bearing objects thereof where the components are located.
2. A timber truss structure as defined in claim 1 wherein the first round timber pole 2 of the upper layer member is adapted to connect the square timber beams 1 to transmit horizontal loads and form a stable integral frame therewith.
3. A timber truss structure as defined in claim 1 wherein, after the square timber beams 1 of the upper layer member receive the roof load and transmit it to the first round timber block 3, the load is transmitted to the lower layer member by the second round timber rod 4 connected to the first round timber block 3.
4. A timber truss structure as defined in claim 1 wherein adjacent second round timber poles 4 in the middle tier element form a triangular structure with the corresponding upper or lower tier element to withstand axial compression.
5. A wooden truss structure as defined in claim 1 wherein, the sectional dimensions of the square lumber 1 are the same, and the length is slightly larger than the distance between two adjacent first round lumber blocks 3 connected with the square lumber 1;
the cross-sectional dimensions of the first round wood rod 2 are the same, and the length of the first round wood rod 2 is slightly larger than the distance between two adjacent square wood strips 1 connected with the first round wood rod 2;
the second round wood rods 4 have the same cross-sectional size, and the length of the second round wood rods is slightly larger than the distance between an upper-layer component and a lower-layer component which are connected by the second round wood rods 4;
the third round wood rod 6 has the same cross-sectional dimension, and the length is slightly larger than the distance between two adjacent second round wood blocks 5 connected with the third round wood rod 6.
6. A wooden truss structure as defined in claim 1 wherein the opening of the first round wooden block 3 is formed at the same angle as the square wooden bar 1 and the second round wooden bar 4 connected to the first round wooden block 3;
the angle of the open hole of the square wood strip 1 is consistent with that of the first round wood rod 2 connected with the square wood strip 1;
the opening of the second round wood block 5 has the same angle with the second round wood rod 4, the third round wood rod 6 and the fourth round wood rod 8 connected with the second round wood block 5.
7. A wooden lattice framed structure as claimed in claim 1, wherein the first round wooden block 3 and the second round wooden block 5 are identical in size, respectively, and the size of the second round wooden block 5 is larger than that of the first round wooden block 3.
8. A wood grid structure as defined in claim 1, wherein the upper surface of the upper member of said wood grid structure is a flat surface, the lower surface of the lower member of said second round wood blocks 5, third round wood rods 6 and curved wood beams 7 is a curved surface having a highest central portion and lowest four corners, and the structural skeleton of the middle member is located between said upper and lower surfaces.
9. A timber truss structure as defined in claim 1 wherein the first 2, second 4, third 6 and fourth 8 round timber poles are all in compression, the rope 9 is in tension and the ends of the rope 9 are fixed to the curved timber beams.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121772160.XU CN216041688U (en) | 2021-07-30 | 2021-07-30 | Wood net frame structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121772160.XU CN216041688U (en) | 2021-07-30 | 2021-07-30 | Wood net frame structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216041688U true CN216041688U (en) | 2022-03-15 |
Family
ID=80618666
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121772160.XU Active CN216041688U (en) | 2021-07-30 | 2021-07-30 | Wood net frame structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216041688U (en) |
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2021
- 2021-07-30 CN CN202121772160.XU patent/CN216041688U/en active Active
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