CN116220435A - Leisure pavilion with delphinium arch support and hyperbolic reticulated shell roof and construction method thereof - Google Patents

Leisure pavilion with delphinium arch support and hyperbolic reticulated shell roof and construction method thereof Download PDF

Info

Publication number
CN116220435A
CN116220435A CN202310340297.5A CN202310340297A CN116220435A CN 116220435 A CN116220435 A CN 116220435A CN 202310340297 A CN202310340297 A CN 202310340297A CN 116220435 A CN116220435 A CN 116220435A
Authority
CN
China
Prior art keywords
hyperbolic
arch support
steel pipe
feiyan
shell roof
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN202310340297.5A
Other languages
Chinese (zh)
Inventor
李兵
徐震宇
王国华
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Jiangsu Traffic Engineering Consulting & Supervision Co ltd
Original Assignee
Jiangsu Traffic Engineering Consulting & Supervision Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Jiangsu Traffic Engineering Consulting & Supervision Co ltd filed Critical Jiangsu Traffic Engineering Consulting & Supervision Co ltd
Priority to CN202310340297.5A priority Critical patent/CN116220435A/en
Publication of CN116220435A publication Critical patent/CN116220435A/en
Pending legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
    • E04H1/12—Small buildings or other erections for limited occupation, erected in the open air or arranged in buildings, e.g. kiosks, waiting shelters for bus stops or for filling stations, roofs for railway platforms, watchmen's huts or dressing cubicles
    • E04H1/1205—Small buildings erected in the open air
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/32—Arched structures; Vaulted structures; Folded structures
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/342—Structures covering a large free area, whether open-sided or not, e.g. hangars, halls
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92—Protection against other undesired influences or dangers
    • E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00—Roofs; Roof construction with regard to insulation
    • E04B7/08—Vaulted roofs
    • E04B7/10—Shell structures, e.g. of hyperbolic-parabolic shape; Grid-like formations acting as shell structures; Folded structures
    • E04B7/102—Shell structures
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14—Conveying or assembling building elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14—Conveying or assembling building elements
    • E04G21/16—Tools or apparatus
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14—Conveying or assembling building elements
    • E04G21/16—Tools or apparatus
    • E04G21/162—Handles to carry construction blocks
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14—Conveying or assembling building elements
    • E04G21/16—Tools or apparatus
    • E04G21/167—Tools or apparatus specially adapted for working-up plates, panels or slab shaped building elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Mechanical Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

The leisure pavilion is characterized in that a Feiyan type arch support and a hyperbolic reticulated shell roof are provided, the hyperbolic reticulated shell roof is placed on the Feiyan type arch support, the Feiyan type arch support is in a special-shaped space curve-shaped Feiyan steel pipe arch rib configuration, the plane projection of the Feiyan type arch support is an elliptic graph, the elevation projection of the Feiyan type arch support is formed by splicing three sections of cosine curves which are connected end to end, and the Feiyan type arch support is placed on four foundations; the hyperbolic net shell roof consists of a hyperbolic steel pipe ring beam, a hyperbolic parabolic space cable net and a hyperbolic parabolic glass top cover, wherein the hyperbolic parabolic space cable net is anchored on the hyperbolic steel pipe ring beam, and the hyperbolic parabolic glass top cover is placed on the hyperbolic parabolic space cable net; the special-shaped space curved Feiyan arch supporting hyperbolic reticulated shell roof has the advantages of combination of two curved element components, beautiful shape, capability of forming a leisure pavilion building with a large space function, good landscape, smooth drainage, high assembly speed, light weight, high strength, good earthquake resistance and the like.

Description

Leisure pavilion with delphinium arch support and hyperbolic reticulated shell roof and construction method thereof
Technical Field
The invention belongs to the field of civil engineering, relates to a leisure pavilion, and particularly relates to a leisure pavilion with a delphinium arch support and a hyperbolic reticulated shell roof and a construction method thereof.
Background
Leisure kiosks are a traditional building in China, most of which are provided with tops and no walls, and ancient kiosks are usually built by supporting the roofs by wood posts.
The leisure pavilion is light in shape, flexible in layout, and widely applied to garden buildings, and is a building for people to rest, keep away from rain and take a cool.
Ancient pavilions are usually built by supporting roofs with wooden posts, but are light in weight, poor in durability, easy to rot, and in windy weather, collapse accidents often occur in wooden post pavilions.
The modern leisure pavilion is more and more widely applied to various occasions such as courtyards, villas, parks and scenic spots, and the modern pavilion is built by adopting aluminum alloy materials, and the aluminum alloy leisure pavilion has the characteristics of corrosion resistance, light weight, high strength, high assembly construction speed and the like, but the modern pavilion still adopts the traditional column beam type structural form, and the span of the modern pavilion is not large.
Along with the development of urban modern construction, the function requirements of leisure pavilion are increased, so that the leisure pavilion with large space and large span is required to be built in order to facilitate the leisure and entertainment of citizens, realize the considerable, habitable and swimable leisure pavilion design targets, promote the humanoid landscape effect of the leisure pavilion.
The traditional column beam type structure is not suitable for building a pavilion structure with a large span, and structural engineers need to solve the technical problem of building the pavilion structure with a large space.
Aiming at the requirements of the modern leisure pavilion building in large space, the large-span Feiyan steel pipe arch support of the self-balancing structure system is adopted, the large-span hyperbolic reticulated shell roof structure is adopted, the Feiyan steel pipe arch support and the hyperbolic reticulated shell roof structure technology are combined, the modern leisure pavilion in large space is built, and the novel leisure pavilion has the advantages of being large in span, good in landscape property, smooth in drainage, high in assembly construction speed, light, high in strength, good in earthquake resistance, low in price and the like, can be applied to urban public places, and can increase the content of human landscape.
Disclosure of Invention
Technical problems: in order to overcome the defects in the prior art, the invention provides the leisure pavilion with the Feiyan arch support and the hyperbolic reticulated shell roof, wherein the Feiyan steel tube arch support and the hyperbolic reticulated shell roof are used in a combined mode, work cooperatively and have complementary advantages, and the modern leisure pavilion with large space and large span is built.
Aiming at the requirements of a pedestrian landscape corridor bridge with an oversized span, the steel pipe concrete diagonal arch rib pedestrian landscape corridor bridge with saddle-shaped ceilings is provided, the steel pipe concrete diagonal arch rib pedestrian landscape corridor bridge is attractive in shape, large in crossing capacity, convenient to construct and good in durability, the delphinium diagonal arch rib adopts a special-shaped space curve steel pipe configuration, the top of the corridor bridge is shaped as a saddle-shaped glass ceiling, arch-foot tie bar cables, inter-arch rib space cables, main arch slings and tail stay cables are installed to form a space cable structure system, and a plurality of groups of space cables work cooperatively, so that the advantages are complementary.
The technical scheme is as follows: the invention relates to a leisure pavilion with a delphinium arch support and a hyperbolic reticulated shell roof, which comprises a foundation, the delphinium arch support and the hyperbolic reticulated shell roof, and is characterized in that: the flying swallow type arch support is a special-shaped space curve-shaped flying swallow type steel pipe arch rib, the plane projection of the flying swallow type arch support is an oval graph, the elevation projection of the flying swallow type arch support is in a W-shaped flying swallow type arch rib configuration, the elevation projection of the flying swallow type arch support is formed by splicing three sections of cosine curves which are connected end to end, and the flying swallow type arch support is placed on four bases; the hyperbolic reticulated shell roof consists of a hyperbolic steel pipe ring beam, a hyperbolic parabolic space cable net and a hyperbolic parabolic glass top cover, wherein the hyperbolic steel pipe ring beam of the hyperbolic reticulated shell roof is supported on a special-shaped space curve-shaped Feiyan arch bracket at four points, the hyperbolic parabolic space cable net consists of a transverse bearing cable and a longitudinal stabilizing cable, the transverse bearing cable and the longitudinal stabilizing cable are anchored on the hyperbolic steel pipe ring beam, and the hyperbolic parabolic glass top cover is placed on the hyperbolic steel pipe ring beam and the hyperbolic parabolic space cable net through cushion blocks.
A construction method of a leisure pavilion with a delphinium arch support and a hyperbolic reticulated shell roof is characterized by comprising the following steps: the method comprises the following steps:
the first step: determining the position where a landscape leisure pavilion needs to be built, driving in a pile foundation and constructing a foundation;
and a second step of: in a prefabricating factory, blanking a steel pipe, adopting a fire bending process to manufacture a special-shaped space curve-shaped delphinium steel pipe arch rib section, transporting to a construction site, and welding, assembling and forming to form a delphinium arch bracket;
and a third step of: in a prefabrication factory, blanking a steel pipe, adopting a fire bending process to manufacture sections of the hyperbolic steel pipe ring beam, transporting to a construction site, and welding, assembling and forming;
fourth step: in a construction site, anchoring a transverse bearing cable and a longitudinal stabilizing cable on a hyperbolic steel pipe ring beam to form a hyperbolic parabolic space cable net;
fifth step: arranging a cushion block, and mounting a hyperbolic parabolic glass top cover on the hyperbolic steel pipe ring beam and the hyperbolic parabolic space cable net to form a hyperbolic reticulated shell roof; the method comprises the steps of carrying out a first treatment on the surface of the
Sixth step: and (3) hoisting the hyperbolic reticulated shell roof onto the Feilin arch support by adopting a large crane, and connecting the two parts by four-point welding:
seventh step: paving a ground terrace, installing flower bed, seats and other leisure building small products, installing lamps and lanterns, and applying the leisure pavilion with a large space.
According to the geometric figure of the hyperbolic paraboloid, the leisure pavilion adopts the hyperbolic reticulated shell roof, so that the large-space leisure pavilion can be formed, the model is attractive, the drainage is smooth, the considerable, resident and free targets are realized, and the human landscape effect is improved.
The beneficial effects are that: compared with the prior art, the invention has the following advantages:
at present, the traditional pavilion structure adopts a column beam type structure form, and the span is not large, and the building area is not large, so that the functional requirement of the modern leisure pavilion with large space can not be met.
Aiming at the requirements of a large-space leisure pavilion, according to the principle of beautiful curve of the leisure pavilion, the leisure pavilion with a Feiyan type arch support and a hyperbolic net shell roof is provided, wherein the Feiyan type steel tube arch support is used as a support frame of the leisure pavilion, the structure is simple, the hyperbolic net shell is used as a roof structure, and the Feiyan type steel tube arch support supports the hyperbolic net shell roof and shields wind and rain.
The Feiyan steel pipe arch support and the hyperbolic reticulated shell roof are combined to form a self-balancing structure system, the spanning capacity is high, and the thrust of the steel pipe arch structure foundation can be reduced.
The plane orthographic projection of the delphine type steel pipe arch support is an elliptic graph, the side elevation projection of the arch rib is the modeling of a W-shaped delphine type arch bridge with three sections of cosine curves, a special-shaped space curve type delphine type arch structure is formed, and the modeling is attractive.
The delphinium type steel pipe arch support adopts steel pipe building materials and modern welding construction technology, and has high assembly type construction speed and good anti-seismic performance.
The upper part of the Feiyan steel pipe arch support is provided with a hyperbolic reticulated shell roof, and the hyperbolic reticulated shell is also used as an upper pull rod component of the Feiyan steel pipe arch support, so that the stress performance of the hyperbolic reticulated shell ring beam structure can be improved, and the conception is ingenious.
The hyperbolic reticulated shell roof consists of a hyperbolic ring beam, a hyperbolic parabolic space cable net and a hyperbolic parabolic glass top cover, and is placed on the special-shaped space curve-shaped delphine arch, so that the hyperbolic reticulated shell roof has large spanning capacity and can form a large-space leisure pavilion.
The hyperbolic parabolic glass top cover adopts modern laminated glass, the daylighting effect of the hyperbolic parabolic glass top cover ceiling is bright, the wind and rain are shielded, and the drainage of the hyperbolic reticulated shell roof is smooth.
The special-shaped space curve-shaped Feiyan arch-supported hyperbolic reticulated shell roof is a curve element design member, brings out the best in each other, has beautiful shape, has three-dimensional space curve sculpture aesthetic feeling and good landscapes, can realize the design targets of a considerable, resident and free leisure pavilion, and is perfect combination of architecture and structure.
Aiming at the requirements of large-space leisure pavilion buildings, the post beam type structural form of the traditional pavilion structure is reformed, a leisure pavilion with a delphinium arch support and a hyperbolic reticulated shell roof is provided, the irregular-space curved delphinium arch supports the hyperbolic reticulated shell roof, and the large-space functional leisure pavilion building is formed.
Drawings
FIG. 1 is a three-dimensional schematic view of a leisure kiosk with a delphinium arch support and a hyperbolic reticulated shell roof;
FIG. 2 is a three-dimensional schematic view of the delphinium arch bracket of FIG. 1;
FIG. 3 is a schematic plan view of the delphinium arch support of FIG. 2
Fig. 4 is an elevational schematic view of the delphinium arch support of fig. 2.
Fig. 5 is a three-dimensional schematic view of the hyperbolic reticulated shell roof of fig. 1.
The drawings are as follows: a foundation 1; a delphinium arch support 2; hyperbolic reticulated shell roof 3; a hyperbolic steel pipe ring beam 31; hyperbolic parabolic space cable net 32; a load-bearing cable 321; stabilizing the cable 322; hyperbolic parabolic glass roof 33.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Example 1;
the invention relates to a leisure pavilion with a delphinium arch support and a hyperbolic reticulated shell roof, which comprises a foundation 1, a delphinium arch support 2 and a hyperbolic reticulated shell roof 3, and is characterized in that: the flying swallow type arch support 2 is a special-shaped space curve-shaped flying swallow type steel pipe arch rib, the plane projection of the flying swallow type arch support 2 is an oval graph, the elevation projection of the flying swallow type arch support 2 is in a W-shaped flying swallow type arch rib configuration, the elevation projection of the flying swallow type arch support 2 is formed by splicing three sections of cosine curves which are connected end to end, and the flying swallow type arch support 2 is placed on four foundations 1; the hyperbolic net shell roof 3 consists of a hyperbolic steel pipe ring beam 31, a hyperbolic parabolic space cable net 32 and a hyperbolic parabolic glass top cover 33, wherein the hyperbolic steel pipe ring beam 31 of the hyperbolic net shell roof 3 is supported on the special-shaped space curve-shaped Feilin arch support 2 at four points, the hyperbolic parabolic space cable net 32 consists of a transverse bearing cable 321 and a longitudinal stabilizing cable 322, the transverse bearing cable 321 and the longitudinal stabilizing cable 322 are anchored on the hyperbolic steel pipe ring beam 31, and the hyperbolic parabolic glass top cover 33 is placed on the hyperbolic steel pipe ring beam 31 and the hyperbolic parabolic space cable net 32 through cushion blocks.
Example 2:
the invention discloses a construction method of a leisure pavilion with a delphinium arch support and a hyperbolic reticulated shell roof, which comprises the following steps:
the first step: determining the position where a landscape leisure pavilion needs to be built, driving in a pile foundation, and constructing a foundation 1;
and a second step of: in a prefabricating factory, blanking a steel pipe, adopting a fire bending process to manufacture a special-shaped space curve-shaped delphinium steel pipe arch rib section, transporting to a construction site, welding, assembling and forming to form a delphinium arch bracket 2;
and a third step of: in a prefabrication factory, blanking the steel pipes, adopting a fire bending process to manufacture sections of the hyperbolic steel pipe ring beam 31, transporting to a construction site, and welding, assembling and forming;
fourth step: at the construction site, a transverse bearing cable 321 and a longitudinal stabilizing cable 322 are anchored on the hyperbolic steel pipe ring beam 31 to form a hyperbolic parabolic space cable net 32;
fifth step: a cushion block is arranged, and a hyperbolic parabolic glass top cover 33 is arranged on the hyperbolic steel pipe ring beam 31 and the hyperbolic parabolic space cable net 32 to form a hyperbolic reticulated shell roof 3;
sixth step: hoisting the hyperbolic reticulated shell roof 3 onto the delphinium arch support 2 by adopting a large crane, and connecting the two parts by four-point welding;
seventh step: paving a ground terrace, installing flower bed, seats and other leisure building small products, installing lamps and lanterns, and applying the leisure pavilion with a large space.
Example 3:
in order to further facilitate leisure and recreation of citizens, a large-space leisure pavilion needs to be built, and in order to achieve the design goals of observability, habitability and swimability, the structure of the leisure pavilion is adopted by the Feiyan arch support and the hyperbolic reticulated shell roof.
The hyperbolic reticulated shell roof is placed on a special-shaped space curve-shaped delphinium arch support, and the delphinium arch support is placed on four independent bases.
The plane orthographic projection of the hyperbolic reticulated shell roof is an elliptic graph, the length of the major axis of the ellipse is 18 meters, the width of the elliptic skeleton is 10 meters, the sagittal height of the transverse parabola is 1.2 meters, and the sagittal height of the longitudinal parabola is-0.6 meters.
The hyperbolic steel pipe ring beam adopts a steel pipe with the diameter of 0.35 meter, and the wall thickness of the steel pipe is 6mm; the hyperbolic parabolic space cable net is anchored on the hyperbolic steel pipe ring beam, 8 steel wires of the bearing cable are transversely arranged, 4 steel wires of the stabilizing cable are longitudinally arranged, 1760MPa galvanized high-strength steel wire cables are adopted, and the diameter of the steel wire cable is 8mm; the hyperbolic parabolic glass top cover is covered on the hyperbolic parabolic space cable net, and the hyperbolic parabolic glass top cover adopts light blue laminated glass.
The delphinium type diagonal arch rib adopts the outline of a steel pipe framework with a special-shaped space curve, the plane orthographic projection of the steel pipe framework is an elliptic graph, the side elevation projection of the arch rib is a W-shaped three-section cosine function curve, a steel pipe with the diameter of 0.3 meter is adopted, and the wall thickness of the steel pipe is 5mm.
The elliptical flower bed is arranged in the center of the leisure pavilion, flower bed seats are arranged on two sides of the leisure pavilion, the ecological environment is protected, the bird is fragrant, and the leisure and play of citizens can be facilitated.
The foregoing is only a preferred embodiment of the invention, it being noted that: it will be apparent to those skilled in the art that various modifications and adaptations can be made without departing from the principles of the present invention, and such modifications and adaptations are intended to be comprehended within the scope of the invention.

Claims (2)

1. The utility model provides a leisure pavilion of Feiyan arch support and hyperbolic reticulated shell roofing, includes basis (1), feiyan arch support (2) and hyperbolic reticulated shell roofing (3), its characterized in that: the flying swallow type arch support (2) is a special-shaped space curve-shaped flying swallow type steel pipe arch rib, the plane projection of the flying swallow type arch support (2) is an oval graph, the elevation projection of the flying swallow type arch support (2) is in a W-shaped flying swallow type arch rib configuration, the elevation projection of the flying swallow type arch support (2) is formed by splicing three sections of cosine curves connected end to end, and the flying swallow type arch support (2) is placed on four foundations (1); the hyperbolic net shell roof (3) is composed of a hyperbolic steel pipe ring beam (31), a hyperbolic parabolic space cable net (32) and a hyperbolic parabolic glass top cover (33), the hyperbolic steel pipe ring beam (31) of the hyperbolic net shell roof (3) is supported on the special-shaped space curve-shaped delphinium arch support (2) at four points, the hyperbolic parabolic space cable net (32) is composed of a transverse bearing cable (321) and a longitudinal stabilizing cable (322), the transverse bearing cable (321) and the longitudinal stabilizing cable (322) are anchored on the hyperbolic steel pipe ring beam (31), and the hyperbolic parabolic glass top cover (33) is placed on the hyperbolic steel pipe ring beam (31) and the hyperbolic parabolic space cable net (32) through cushion blocks.
2. A method of constructing the leisure kiosk of the delphinium arch support and hyperbolic reticulated shell roof of claim 1, the method comprising the steps of:
the first step: determining the position where a landscape leisure pavilion needs to be built, driving in a pile foundation, and constructing a foundation (1);
and a second step of: in a prefabricating factory, blanking a steel pipe, adopting a fire bending process to manufacture a special-shaped space curve-shaped delphinium steel pipe arch rib section, transporting to a construction site, welding, assembling and forming to form a delphinium arch bracket (2);
and a third step of: in a prefabrication factory, blanking a steel pipe, adopting a fire bending process to manufacture sections of a hyperbolic steel pipe ring beam (31), transporting to a construction site, and welding, assembling and forming;
fourth step: in a construction site, a transverse bearing cable (321) and a longitudinal stabilizing cable (322) are anchored on a hyperbolic steel pipe ring beam (31) to form a hyperbolic parabolic space cable net (32);
fifth step, the method comprises the following steps; a cushion block is arranged, and a hyperbolic parabolic glass top cover (33) is arranged on a hyperbolic steel pipe ring beam (31) and a hyperbolic parabolic space cable net (32) to form a hyperbolic reticulated shell roof (3); the method comprises the steps of carrying out a first treatment on the surface of the
Sixth step: hoisting a hyperbolic reticulated shell roof (3) to a delphinium arch support (2) by adopting a large crane, and connecting the two parts by four-point welding;
seventh step: paving a ground terrace, installing flower bed, seats and other leisure building small products, installing lamps and lanterns, and applying the leisure pavilion with a large space.
CN202310340297.5A 2023-03-31 2023-03-31 Leisure pavilion with delphinium arch support and hyperbolic reticulated shell roof and construction method thereof Pending CN116220435A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202310340297.5A CN116220435A (en) 2023-03-31 2023-03-31 Leisure pavilion with delphinium arch support and hyperbolic reticulated shell roof and construction method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202310340297.5A CN116220435A (en) 2023-03-31 2023-03-31 Leisure pavilion with delphinium arch support and hyperbolic reticulated shell roof and construction method thereof

Publications (1)

Publication Number Publication Date
CN116220435A true CN116220435A (en) 2023-06-06

Family

ID=86582623

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202310340297.5A Pending CN116220435A (en) 2023-03-31 2023-03-31 Leisure pavilion with delphinium arch support and hyperbolic reticulated shell roof and construction method thereof

Country Status (1)

Country Link
CN (1) CN116220435A (en)

Similar Documents

Publication Publication Date Title
CN107816223B (en) Safe and stable type station canopy station house and installation method thereof
CN203080965U (en) Intelligent steel structure anti-seismic villa
CN105926765B (en) The regular polygon of falling umbrella steel structure module and its installation method
CN112127387A (en) Ground storehouse based on set up board bottom tube corridor district
CN102605885B (en) Large-sized closed roof formed by light steel truss arch for building
CN111608069B (en) Concrete filled steel tube cable-stayed arched pedestrian landscape gallery bridge with saddle shell-shaped ceiling
CN113897849B (en) Three-fork single main cable pedestrian suspension bridge and construction method thereof
CN116220435A (en) Leisure pavilion with delphinium arch support and hyperbolic reticulated shell roof and construction method thereof
CN109281390B (en) Assembled concrete truss shear wall building structure
CN111608065B (en) Three-leaf rose-line-shaped concrete filled steel tube flying swallow type cable-stayed arch bridge and construction method
CN113622283B (en) Horizontal pulling type pedestrian suspension bridge with hyperbolic paraboloid space crossed cable nets
CN217810459U (en) Three-fork-shaped single main cable pedestrian suspension bridge
CN210856905U (en) Pedestrian landscape cable-stayed bridge based on bridge tower structure of sightseeing tower
CN110485254B (en) Pedestrian landscape cable-stayed bridge based on sightseeing tower bridge tower structure
CN205688583U (en) The support framework structure of building unit, basic architecture unit, building unit and apply its commercialization to build
CN114016373A (en) Pedestrian suspension bridge of hillside anchoring type space cable system
CN202347870U (en) Steel structure villa
CN219241510U (en) Spiral landscape tower
CN111535182A (en) Tubular bridge girder erection method
US6026614A (en) Cable braced, open air chapel/meeting hall
CN116556571B (en) Multifunctional irregular curvature comprehensive steel roof structure
NL2031707B1 (en) Modular building and construction method
CN116163575A (en) Spiral landscape tower
CN217679625U (en) Steel construction of outdoor vestibule of umbelliform sight glass canopy
CN203066291U (en) Combined wall of angle steel keel combined with light concrete

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination