CN213876737U - Outer packing rockery cortex bearing structure - Google Patents
Outer packing rockery cortex bearing structure Download PDFInfo
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- CN213876737U CN213876737U CN202022730692.9U CN202022730692U CN213876737U CN 213876737 U CN213876737 U CN 213876737U CN 202022730692 U CN202022730692 U CN 202022730692U CN 213876737 U CN213876737 U CN 213876737U
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- rockery
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Abstract
The utility model discloses an extranal packing artificial hillock cortex bearing structure, including laying the steel frame roof beam of the structural parallel distribution of building main part, follow the vaulting pole of steel frame roof beam to building main part structural connection, and connect adjacently tie rod between the steel frame roof beam, tie rod connects between the equidistance point that the equidistance set up on the steel frame roof beam, upwards is provided with the burr that is used for supporting extranal packing artificial hillock cortex at the intersection point of steel frame roof beam and tie rod, the length of burr and the curved surface molding phase-match of extranal packing artificial hillock cortex laying state. The utility model discloses the atress load transmission route of the extranal packing artificial hillock cortex bearing structure that forms is clear and definite, and the load atress distributes evenly, can realize being connected with the reliability of extranal packing artificial hillock cortex, reduces with steel volume, and is with low costs.
Description
Technical Field
The utility model relates to an artificial hillock structure field, in particular to extranal packing artificial hillock cortex bearing structure.
Background
In landscape design of cultural tourism, for example: rockery becomes an indispensable landscape project in theme parks and theme parks. Present extranal packing artificial hillock cortex bearing structure is the steel mesh frame structure, is provided with the burr at the steel mesh frame structure, is provided with secondary support piece on the burr in order to be used for looking for the type design to the concave-convex structure of the various curved surfaces that extranal packing artificial hillock cortex set up, because the secondary support piece that sets up on the burr is welding or bolted connection, not only the quantity steel has increased, and the reliability of being connected between secondary support piece and the burr is relatively poor moreover. The stress load transmission relationship is as follows: the stress transmission path of the external packing rockery skin layer-secondary support piece-burr-steel net rack is complex, the connection of the secondary support piece and the burr can cause the defect that the connection node is broken due to overlarge stress load, the load stress is uneven, and the structure is unstable.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the technical problem that a extranal packing artificial hillock cortex bearing structure is provided to realize that bearing structure and extranal packing artificial hillock cortex's reliability are connected, stable in structure, it is with low costs.
In order to solve the technical problem, the utility model provides a pair of technical scheme is: the outer package rockery cortex supporting structure comprises steel frame beams which are laid on a building main body structure and distributed in parallel, support rods which are connected to the building main body structure along the steel frame beams, and tie rods which are connected between the adjacent steel frame beams, wherein the tie rods are connected between equal division points which are arranged on the steel frame beams at equal intervals, burrs for supporting an outer package rockery cortex are upwards arranged at intersection points of the steel frame beams and the tie rods, and the lengths of the burrs are matched with the curved surface modeling of the laying state of the outer package rockery cortex.
Further, the utility model provides an extranal packing artificial hill cortex bearing structure, interval between the adjacent steel framework roof beam is 2 meters to 4 meters.
Further, the utility model provides an extranal packing artificial hill cortex bearing structure, interval between the adjacent tie rod of longitudinal distribution is 2 meters to 4 meters.
Further, the utility model provides an extranal packing artificial hill cortex bearing structure, steel frame roof beam, vaulting pole, tie rod and burr are shaped steel.
Further, the utility model provides an extranal packing artificial hill cortex bearing structure, shaped steel is square steel, round steel, H shaped steel or channel-section steel.
Further, the utility model provides an extranal packing artificial hill cortex bearing structure, building major structure is the concrete column.
Compared with the prior art, the beneficial effects of the utility model are as follows:
the utility model provides an extranal packing artificial hillock cortex bearing structure, the steel frame roof beam, tie rod and combination matching reasonable in design, the structural stability of steel frame roof beam can be guaranteed to the tie rod, the reliability and the stability of being connected with building subject structure can be guaranteed to the vaulting pole, the curved surface molding of extranal packing artificial hillock cortex laying state can be supported effectively to the burr, the realization is to the direct matching of extranal packing artificial hillock cortex, needn't add secondary support piece on the burr and look for the type design to the corrugated surface of external packing cortex, not only the construction has been made things convenient for, and can avoid secondary support piece to connect the reliability on the burr. The connection matching of the secondary supporting piece and the burrs is avoided, so that the steel consumption of the supporting structure is reduced, and the cost is reduced. According to the utility model provides an extranal packing artificial hillock cortex bearing structure of extranal packing artificial hillock cortex bearing structure construction has avoided the secondary to look for the type and has matchd, has improved the efficiency of construction. The utility model provides an extranal packing artificial hillock cortex bearing structure, atress load transfer relation are extranal packing artificial hillock cortex-burr-steel frame roof beam-tie rod-vaulting pole, and its atress load transfer path is clear and definite, and the load atress distributes evenly, can not appear secondary support piece and lead to the undefined defect in load transfer path, and the burr can not produce cracked risk, has stable in structure's effect. The length of the burrs is directly supported on the outer package rockery skin layer, the load of the outer package rockery skin layer is directly transmitted, and the load evaluation is real and reliable.
Drawings
FIG. 1 is a schematic perspective view of an overwrap rockery skin support structure applied to a building host structure;
FIG. 2 is a perspective view of an overwrap rockery skin support structure;
FIG. 3 is a schematic structural diagram of a steel frame beam and a brace, a tie bar and burrs thereon;
FIG. 4 is a side view of an outer wrap rockery skin support structure laid on a building body;
shown in the figure:
100. a building body structure;
300. the outer package rockery skin layer supporting structure 310, steel frame beams 320, support rods 330, tie rods 340 and burrs.
Detailed Description
The present invention will be described in detail with reference to the accompanying drawings:
referring to fig. 1 to 4, an embodiment of the present invention further provides an external packing rockery cortex supporting structure 300, including parallel steel frame beams 310 laid on the main building structure 100, a brace 320 connected to the main building structure 100 along the steel frame beams 310, and a tie bar 330 connected between the adjacent steel frame beams 310, wherein the tie bar 330 is connected between the equal division points on the steel frame beams 310 at equal intervals according to a second distance, a burr 340 for supporting the external packing rockery cortex is upwardly disposed at an intersection point of the steel frame beams 310 and the tie bar 330, and a length of the burr 340 matches with a curved surface shape of the external packing rockery cortex laid state. Further, the utility model provides an extranal packing artificial hill cortex bearing structure, interval between the adjacent steel framework roof beam is 2 meters to 4 meters.
Further, the utility model provides an extranal packing artificial hill cortex bearing structure, interval between the adjacent tie rod of longitudinal distribution is 2 meters to 4 meters.
Further, the utility model provides an extranal packing artificial hill cortex bearing structure, steel frame roof beam, vaulting pole, tie rod and burr are shaped steel.
Further, the utility model provides an extranal packing artificial hill cortex bearing structure, shaped steel is square steel, round steel, H shaped steel or channel-section steel.
Further, the utility model provides an extranal packing artificial hill cortex bearing structure, building major structure is the concrete column.
The embodiment of the utility model provides an extranal packing artificial hillock cortex bearing structure 300, steel frame roof beam 310, tie rod 330 and combination matching reasonable in design, tie rod 330 can guarantee steel frame roof beam 310's structural stability, the reliability and the stability of being connected with building main structure 100 can be guaranteed to vaulting pole 320, burr 340 can support the curved surface molding of extranal packing artificial hillock cortex laying state effectively, the realization is to the direct matching of extranal packing artificial hillock cortex, needn't add secondary support piece on burr 340 and look for the type design to the corrugated surface of extranal packing cortex, not only the construction has been made things convenient for, and can avoid secondary support piece to connect the reliability on burr 340. Because the connection matching of the secondary support piece and the burr 340 is avoided, the steel consumption of the support structure 300 is reduced, and the cost is reduced. According to the embodiment of the utility model provides an extranal packing artificial hillock cortex bearing structure 300 of extranal packing artificial hillock cortex bearing structure 300 and modeling method construction has avoided the secondary to look for the type and has matchd, has improved the efficiency of construction. The embodiment of the utility model provides an extranal packing artificial hillock cortex bearing structure 300, the atress load transmission relation is extranal packing artificial hillock cortex-burr 340-steel frame roof beam 310-tie rod 330-vaulting pole 320, and its atress load transfer path is clear and definite, and the load atress distributes evenly, can not appear secondary support piece and lead to the undefined defect in load transfer path, and cracked risk can not be produced to burr 340, has stable in structure's effect. The length of the burr 340 is directly supported on the outer package rockery skin layer, the load of the outer package rockery skin layer is directly transmitted, and the load evaluation is real and reliable.
The embodiment of the utility model provides an extranal packing artificial hillock cortex bearing structure 300, during the landscape design project of cultural tourism such as specially adapted theme park, theme paradise, its stable in structure, efficiency of construction are high.
The present invention is not limited to the above embodiments, and all the variations and decorations made within the present invention are within the protection scope of the present invention.
Claims (6)
1. The outer package rockery cortex supporting structure is characterized by comprising steel frame beams which are laid on a building main body structure and distributed in parallel, support rods which are connected to the building main body structure along the steel frame beams, and tie rods which are connected between the adjacent steel frame beams, wherein the tie rods are connected between equal division points which are arranged at equal intervals on the steel frame beams, burrs for supporting an outer package rockery cortex are upwards arranged at intersection points of the steel frame beams and the tie rods, and the lengths of the burrs are matched with the curved surface modeling of the laying state of the outer package rockery cortex.
2. The exo-packaging rockery skin support structure of claim 1, wherein the spacing between adjacent steel frame beams is from 2 to 4 meters.
3. The exo-packaging rockery skin support structure of claim 1, wherein the spacing between longitudinally distributed adjacent tie bars is from 2 to 4 meters.
4. The exo-packaging rockery skin support structure according to claim 1, wherein said steel frame beams, braces, tie bars and burrs are formed of steel sections.
5. The exterior skin support structure of claim 4, wherein the section steel is square steel, round steel, H-section steel, or channel steel.
6. The exo-packaging rockery skin support structure of claim 1, wherein said building body structure is a column of concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022730692.9U CN213876737U (en) | 2020-11-24 | 2020-11-24 | Outer packing rockery cortex bearing structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022730692.9U CN213876737U (en) | 2020-11-24 | 2020-11-24 | Outer packing rockery cortex bearing structure |
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| CN213876737U true CN213876737U (en) | 2021-08-03 |
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| CN202022730692.9U Active CN213876737U (en) | 2020-11-24 | 2020-11-24 | Outer packing rockery cortex bearing structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113833318A (en) * | 2021-09-26 | 2021-12-24 | 中国五冶集团有限公司 | Heat preservation method for plastic stone rockery |
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2020
- 2020-11-24 CN CN202022730692.9U patent/CN213876737U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113833318A (en) * | 2021-09-26 | 2021-12-24 | 中国五冶集团有限公司 | Heat preservation method for plastic stone rockery |
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