CN109025390A - A kind of roof truss primary structure member system - Google Patents

A kind of roof truss primary structure member system Download PDF

Info

Publication number
CN109025390A
CN109025390A CN201810941589.3A CN201810941589A CN109025390A CN 109025390 A CN109025390 A CN 109025390A CN 201810941589 A CN201810941589 A CN 201810941589A CN 109025390 A CN109025390 A CN 109025390A
Authority
CN
China
Prior art keywords
bottom end
foundation
transverse slat
plate
fixedly connected
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
CN201810941589.3A
Other languages
Chinese (zh)
Inventor
顾水根
顾德明
王三男
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.)
SUZHOU GARDEN DEVELOPMENT Co Ltd
Original Assignee
SUZHOU GARDEN DEVELOPMENT 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 SUZHOU GARDEN DEVELOPMENT Co Ltd filed Critical SUZHOU GARDEN DEVELOPMENT Co Ltd
Priority to CN201810941589.3A priority Critical patent/CN109025390A/en
Publication of CN109025390A publication Critical patent/CN109025390A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H1/00Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
    • E04H1/12Small 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
    • E04H1/1205Small buildings erected in the open air
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

The invention discloses a kind of roof truss primary structure member systems, including top beam, fixed device, upper bearing rod, strenthening member, fascia, crossbeam, foundation, railing, bottom stage, transverse slat, granite slab, cross bar, sole-plate, inclined plate, long fulcrum bar, long transverse arm, sprag, hyphen column and embedded board, the outer wall of the bottom stage is equipped with granite slab, the bottom end of foundation is mounted on the inside of bottom stage, the bottom end of foundation is equipped with several embedded boards, embedded board is mounted on the inside of bottom stage, transverse slat is equipped between foundation, the both ends of transverse slat are fixedly mounted on foundation, the bottom end of transverse slat is mounted on the upper surface of bottom stage, the top of transverse slat is fixedly connected with the bottom end of railing, the top of railing is fixedly connected with the bottom end of cross bar, several railings are equipped between cross bar and transverse slat, the both ends of cross bar are fixedly mounted on the both ends of foundation, the top and track bottom of foundation Plate lower surface is fixedly connected, and the upper surface of sole-plate is fixedly connected with the bottom end of crossbeam.

Description

A kind of roof truss primary structure member system
Technical field
The present invention relates to a kind of building field, specifically a kind of roof truss primary structure member system.
Background technique
Tenth Jiangsu Province Horticulture Exposition Review Garden overall floorage is about 1200000 ㎡, is located at the main road Han Jin west side, Jujube woods gulf north side, entire Review Garden is divided into impression Yangzhou section, section is enjoied the sights in shore lake wetland section, the interest section language Lin Yin, tableland Deng five big sections;Section, gardening review area are enjoied the sights in impression Yangzhou section, riverside wetland section, the interest section language Lin Yin, tableland.
The quality of roof truss force structure determines the safety and stability of pseudo-classic architecture, by the steady of roof truss force structure Gu enabling pseudo-classic architecture more stable, the maintenance expense of pseudo-classic architecture is reduced, traditional pseudo-classic architecture uses wood Matter building materials, not only structural stability is not high, but also maintenance is costly.
Summary of the invention
The purpose of the present invention is to provide a kind of roof truss primary structure member systems, to solve mentioned above in the background art ask Topic.
To achieve the above object, the invention provides the following technical scheme:
A kind of roof truss primary structure member system, including top beam, fixed device, upper bearing rod, strenthening member, fascia, crossbeam, bottom Column, railing, bottom stage, transverse slat, granite slab, cross bar, sole-plate, inclined plate, long fulcrum bar, long transverse arm, sprag, hyphen column and pre- Buried plate, the outer wall of the bottom stage are equipped with granite slab, and the bottom end of foundation is mounted on the inside of bottom stage, and the bottom end of foundation is equipped with several A embedded board, embedded board are mounted on the inside of bottom stage, are equipped with transverse slat between foundation, and the both ends of transverse slat are fixedly mounted on foundation, The bottom end of transverse slat is mounted on the upper surface of bottom stage, and the top of transverse slat is fixedly connected with the bottom end of railing, the top of railing and cross bar Bottom end be fixedly connected, between cross bar and transverse slat be equipped with several railings, the both ends of cross bar are fixedly mounted on the both ends of foundation, bottom The top of column is fixedly connected with sole-plate lower surface, and the upper surface of sole-plate is fixedly connected with the bottom end of crossbeam, track bottom Inclined plate is equipped between plate and foundation, the one side of inclined plate is fixedly mounted on the top of foundation, and the another side of inclined plate is fixedly mounted In the lower surface of sole-plate, the side of sole-plate is equipped with fascia, and the bottom end of fascia is fixedly connected with sole-plate, seals The top of eaves board is equipped with strenthening member;The both ends of the beam surface upper are connect with the bottom end of upper bearing rod, the top of upper bearing rod End is connect with fixed device, and fixed device is fixedly mounted on the lower surface of top beam, and the upper surface of the crossbeam is equipped with several length The bottom end of strut, long fulcrum bar is fixedly connected with top beam, and the top of long fulcrum bar is fixedly connected with the bottom end of long transverse arm, the top of long transverse arm End is fixedly connected with the bottom end of sprag, and the top of sprag is fixedly connected with the bottom end of hyphen column;The top beam, upper load Bar, crossbeam, foundation, railing, transverse slat, cross bar, inclined plate, long fulcrum bar, long transverse arm, sprag, hyphen column, embedded board are stainless steel Matter, upper bearing rod, crossbeam, foundation, railing, transverse slat, cross bar surface equipped with Tu modelled after an antique fill, appearance keep traditional style.
As a further solution of the present invention: the top beam, upper bearing rod, crossbeam, foundation, railing, transverse slat, cross bar, tiltedly Plate, long fulcrum bar, long transverse arm, sprag, hyphen column, embedded board are stainless steel material.
As a further solution of the present invention: the bottom stage is reinforced concrete material.
As a further solution of the present invention: the embedded board is welded on the bottom end of foundation.
As further scheme of the invention: the surface of the upper bearing rod, crossbeam, foundation, railing, transverse slat, cross bar It is filled equipped with Tu modelled after an antique, appearance keeps traditional style.
Compared with prior art, the beneficial effects of the present invention are: by the present invention in that with a large amount of stainless steel building materials, naked Antique coating is sprayed on the stainless steel building materials of dew, enables antique coating that there is the appearance of pseudo-classic architecture, is built using stainless steel Material makes archaized building structure reliable and stable, facilitates maintenance, reduces the construction cost of pseudo-classic architecture, extends pseudo-classic architecture Date saved.
Detailed description of the invention
Fig. 1 is a kind of structural schematic diagram of roof truss primary structure member system.
Fig. 2 is a kind of structural schematic diagram of foundation bottom end in roof truss primary structure member system.
In figure: including top beam 1, fixed device 2, upper bearing rod 3, strenthening member 4, fascia 5, crossbeam 6, foundation 7, railing 8, bottom stage 9, transverse slat 10, granite slab 11, cross bar 12, sole-plate 13, inclined plate 14, long fulcrum bar 15, long transverse arm 16, sprag 17, hyphen column 18 and embedded board 19.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, to the technical solution in type embodiment of the present invention carry out it is clear, It is fully described by, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.Base Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts it is all its His embodiment, shall fall within the protection scope of the present invention.
Please refer to Fig. 1~2, in the embodiment of the present invention, a kind of roof truss primary structure member system, including top beam 1, fixed device 2, Upper bearing rod 3, strenthening member 4, fascia 5, crossbeam 6, foundation 7, railing 8, bottom stage 9, transverse slat 10, granite slab 11, cross bar 12, Sole-plate 13, inclined plate 14, long fulcrum bar 15, long transverse arm 16, sprag 17, hyphen column 18 and embedded board 19, the bottom stage 9 it is outer Wall is equipped with granite slab 11, and the bottom end of foundation 7 is mounted on the inside of bottom stage 9, and the bottom end of foundation 7 is equipped with several embedded boards 19, Embedded board 19 is mounted on the inside of bottom stage 9, is equipped with transverse slat 10 between foundation 7, and the both ends of transverse slat 10 are fixedly mounted on foundation 7, The bottom end of transverse slat 10 is mounted on the upper surface of bottom stage 9, and the top of transverse slat 10 is fixedly connected with the bottom end of railing 8, the top of railing 8 It is fixedly connected with the bottom end of cross bar 12, several railings 8 is equipped between cross bar 12 and transverse slat 10, the both ends of cross bar 12 are fixedly mounted At the both ends of foundation 7, the top of foundation 7 is fixedly connected with 13 lower surface of sole-plate, the upper surface of sole-plate 13 and crossbeam 6 Bottom end be fixedly connected, inclined plate 14 is equipped between sole-plate 13 and foundation 7, the one side of inclined plate 14 is fixedly mounted on foundation 7 Top, the another side of inclined plate 14 is fixedly mounted on the lower surface of sole-plate 13, and the side of sole-plate 13 is equipped with envelope eaves The bottom end of plate 5, fascia 5 is fixedly connected with sole-plate 13, and the top of fascia 5 is equipped with strenthening member 4;On the crossbeam 6 The both ends on surface are connect with the bottom end of upper bearing rod 3, and the top of upper bearing rod 3 is connect with fixed device 2, and fixed device 2 is fixed It is mounted on the lower surface of top beam 1, the upper surface of the crossbeam 6 is equipped with several long fulcrum bars 15, the bottom end of long fulcrum bar 15 and top beam 1 It is fixedly connected, the top of long fulcrum bar 15 is fixedly connected with the bottom end of long transverse arm 16, the top of long transverse arm 16 and the bottom of sprag 17 End is fixedly connected, and the top of sprag 17 is fixedly connected with the bottom end of hyphen column 18;The top beam 1, upper bearing rod 3, crossbeam 6, Foundation 7, railing 8, transverse slat 10, cross bar 12, inclined plate 14, long fulcrum bar 15, long transverse arm 16, sprag 17, hyphen column 18, embedded board 19 For stainless steel material, upper bearing rod 3, crossbeam 6, foundation 7, railing 8, transverse slat 10, cross bar surface filled equipped with Tu modelled after an antique, appearance effect Fruit keeps traditional style, and sole-plate 13 is iron and steel material quality, is able to bear bigger pressure.
Although the present invention is described in detail referring to the foregoing embodiments, for those skilled in the art, It is still possible to modify the technical solutions described in the foregoing embodiments, or part of technical characteristic is carried out etc. With replacement, all within the spirits and principles of the present invention, any modification, equivalent replacement, improvement and so on should be included in this Within the protection scope of invention.

Claims (5)

1. a kind of roof truss primary structure member system, including top beam, fixed device, upper bearing rod, strenthening member, fascia, crossbeam, bottom Column, railing, bottom stage, transverse slat, granite slab, cross bar, sole-plate, inclined plate, long fulcrum bar, long transverse arm, sprag, hyphen column and pre- Buried plate, which is characterized in that the outer wall of the bottom stage is equipped with granite slab, and the bottom end of foundation is mounted on the inside of bottom stage, foundation Bottom end is equipped with several embedded boards, and embedded board is mounted on the inside of bottom stage, and transverse slat, the fixed peace in the both ends of transverse slat are equipped between foundation On foundation, the bottom end of transverse slat is mounted on the upper surface of bottom stage, and the top of transverse slat is fixedly connected with the bottom end of railing, railing Top is fixedly connected with the bottom end of cross bar, several railings is equipped between cross bar and transverse slat, the both ends of cross bar are fixedly mounted on bottom The top at the both ends of column, foundation is fixedly connected with sole-plate lower surface, and the upper surface of sole-plate and the bottom end of crossbeam are fixed Connection, is equipped with inclined plate between sole-plate and foundation, the one side of inclined plate is fixedly mounted on the top of foundation, the other side of inclined plate Face is fixedly mounted on the lower surface of sole-plate, and the side of sole-plate is equipped with fascia, the bottom end of fascia and sole-plate It is fixedly connected, the top of fascia is equipped with strenthening member;The both ends of the beam surface upper are connect with the bottom end of upper bearing rod, on The top of bearing rod is connect with fixed device, and fixed device is fixedly mounted on the lower surface of top beam, and the upper surface of the crossbeam is set There are several long fulcrum bars, the bottom end of long fulcrum bar is fixedly connected with top beam, and the top of long fulcrum bar is fixedly connected with the bottom end of long transverse arm, The top of long transverse arm is fixedly connected with the bottom end of sprag, and the top of sprag is fixedly connected with the bottom end of hyphen column.
2. a kind of roof truss primary structure member system according to claim 1, which is characterized in that the top beam, upper bearing rod, cross Beam, foundation, railing, transverse slat, cross bar, inclined plate, long fulcrum bar, long transverse arm, sprag, hyphen column, embedded board are stainless steel material.
3. a kind of roof truss primary structure member system according to claim 1, which is characterized in that the bottom stage is reinforced concrete Material.
4. a kind of roof truss primary structure member system according to claim 1, which is characterized in that the embedded board is welded on foundation Bottom end.
5. a kind of roof truss primary structure member system according to claim 1, which is characterized in that the upper bearing rod, crossbeam, bottom Column, railing, transverse slat, cross bar surface equipped with Tu modelled after an antique fill, appearance keep traditional style.
CN201810941589.3A 2018-08-17 2018-08-17 A kind of roof truss primary structure member system Pending CN109025390A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810941589.3A CN109025390A (en) 2018-08-17 2018-08-17 A kind of roof truss primary structure member system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810941589.3A CN109025390A (en) 2018-08-17 2018-08-17 A kind of roof truss primary structure member system

Publications (1)

Publication Number Publication Date
CN109025390A true CN109025390A (en) 2018-12-18

Family

ID=64630944

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810941589.3A Pending CN109025390A (en) 2018-08-17 2018-08-17 A kind of roof truss primary structure member system

Country Status (1)

Country Link
CN (1) CN109025390A (en)

Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1884731A (en) * 2006-06-09 2006-12-27 北京聚星复合材料技术发展有限公司 Light archaized architecture production method and product
CN201401025Y (en) * 2009-04-14 2010-02-10 北京通宜仿古商亭厂 Mobile type lu roof archaizing house
CN202100027U (en) * 2011-05-20 2012-01-04 翟舒航 Novel pavilion with steel structure outer-wrapped by wood plastic composite
KR101270564B1 (en) * 2013-02-08 2013-06-03 진도산업 주식회사 Prefabricated umbrellas
CN103195267A (en) * 2013-04-08 2013-07-10 张明华 Light-weight stainless steel pavilion and production method thereof
CN104674997A (en) * 2015-02-13 2015-06-03 上海市园林设计院有限公司 Supporting structure of archaized wood structure building roof and construction method thereof
CN204876665U (en) * 2015-08-28 2015-12-16 吴少波 A open park pavilion corridor of building modelled after an antique for amusement and recreation
CN204965908U (en) * 2015-08-26 2016-01-13 漳州图特文教用品开发有限公司 China's ancient pavilion of building model
CN206189921U (en) * 2016-11-23 2017-05-24 北京聚星复合材料技术发展有限公司 Archaistic building
CN107700876A (en) * 2017-09-30 2018-02-16 南京市园林规划设计院有限责任公司 A kind of method of construction of corner booth modelled after an antique
CN209114904U (en) * 2018-08-17 2019-07-16 苏州园林发展股份有限公司 A kind of roof truss primary structure member system

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1884731A (en) * 2006-06-09 2006-12-27 北京聚星复合材料技术发展有限公司 Light archaized architecture production method and product
CN201401025Y (en) * 2009-04-14 2010-02-10 北京通宜仿古商亭厂 Mobile type lu roof archaizing house
CN202100027U (en) * 2011-05-20 2012-01-04 翟舒航 Novel pavilion with steel structure outer-wrapped by wood plastic composite
KR101270564B1 (en) * 2013-02-08 2013-06-03 진도산업 주식회사 Prefabricated umbrellas
CN103195267A (en) * 2013-04-08 2013-07-10 张明华 Light-weight stainless steel pavilion and production method thereof
CN104674997A (en) * 2015-02-13 2015-06-03 上海市园林设计院有限公司 Supporting structure of archaized wood structure building roof and construction method thereof
CN204965908U (en) * 2015-08-26 2016-01-13 漳州图特文教用品开发有限公司 China's ancient pavilion of building model
CN204876665U (en) * 2015-08-28 2015-12-16 吴少波 A open park pavilion corridor of building modelled after an antique for amusement and recreation
CN206189921U (en) * 2016-11-23 2017-05-24 北京聚星复合材料技术发展有限公司 Archaistic building
CN107700876A (en) * 2017-09-30 2018-02-16 南京市园林规划设计院有限责任公司 A kind of method of construction of corner booth modelled after an antique
CN209114904U (en) * 2018-08-17 2019-07-16 苏州园林发展股份有限公司 A kind of roof truss primary structure member system

Similar Documents

Publication Publication Date Title
CN202899016U (en) Arched steel truss bridge with slide rails
CN206495433U (en) A kind of assembled steel structure stair
CN207260338U (en) Pseudo-classic architecture wood sets of brackets on top of the columns roofing and concrete main body frame connecting structure
CN102061742B (en) Shockproof reinforced concrete pseudo-classic building structural system
CN203866703U (en) Guard bar
CN105735524A (en) Wooden frame energy-consuming wall body of ancient building
CN209114904U (en) A kind of roof truss primary structure member system
CN210239246U (en) Wide flat beam type assembled concrete canopy for railway platform
CN203846791U (en) Beam-column joint reinforcing pipa bracket system used for archaistic buildings or historic building restoration
CN109025390A (en) A kind of roof truss primary structure member system
CN105604251A (en) Assembling type parapet wall and construction method thereof
CN114991374B (en) Inverted arch slope roof structure
CN208950187U (en) A kind of device that ship top is fixedly mounted
CN205077730U (en) High strength steel muscle support frame
CN204804035U (en) Individual layer factory building bent structure
CN203879037U (en) Inclined strut widening structure for reconstruction of in-use platform
CN210460691U (en) City gate-type tunnel lining quick detach template system
CN202323760U (en) Support frame for mounting steel column during bridge construction
CN211818290U (en) Novel corridor frame
CN206070389U (en) A kind of bracing frame system for box beam
CN218116742U (en) Corrosion-resistant building steel structure
CN217326089U (en) Steel pipe truss for steel bar truss plate
CN216739339U (en) Beam column reinforcing system
CN204780589U (en) Assemble bridge railing fast
CN204803767U (en) Modular dismouting roof beam truss structure

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