[go: up one dir, main page]
More Web Proxy on the site http://driver.im/

CN109610290B - Landscape trestle - Google Patents

Landscape trestle Download PDF

Info

Publication number
CN109610290B
CN109610290B CN201910065686.5A CN201910065686A CN109610290B CN 109610290 B CN109610290 B CN 109610290B CN 201910065686 A CN201910065686 A CN 201910065686A CN 109610290 B CN109610290 B CN 109610290B
Authority
CN
China
Prior art keywords
cross
trestle
landscape
beams
longitudinal
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.)
Active
Application number
CN201910065686.5A
Other languages
Chinese (zh)
Other versions
CN109610290A (en
Inventor
林伟
刘道桦
郭兰波
蔡付林
周建旭
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.)
Hohai University HHU
Original Assignee
Hohai University HHU
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 Hohai University HHU filed Critical Hohai University HHU
Priority to CN201910065686.5A priority Critical patent/CN109610290B/en
Publication of CN109610290A publication Critical patent/CN109610290A/en
Application granted granted Critical
Publication of CN109610290B publication Critical patent/CN109610290B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D15/00Movable or portable bridges; Floating bridges
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges
    • E01D19/10Railings; Protectors against smoke or gases, e.g. of locomotives; Maintenance travellers; Fastening of pipes or cables to bridges
    • E01D19/103Parapets, railings ; Guard barriers or road-bridges
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges
    • E01D19/12Grating or flooring for bridges; Fastening railway sleepers or tracks to bridges
    • E01D19/125Grating or flooring for bridges
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2101/00Material constitution of bridges
    • E01D2101/20Concrete, stone or stone-like material
    • E01D2101/24Concrete

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

The invention discloses a landscape trestle, which comprises pillars, longitudinal beams, cross beams and bridge decks, wherein the pillars are arranged on the longitudinal beams; a plurality of pairs of transversely arranged struts are longitudinally arranged to form bridge piles; the top of the support is provided with a pile cap, and the upper end of the pile cap is provided with a cross-shaped through groove; end angles are respectively arranged at the two ends of the longitudinal beam; two ends of the cross beam are respectively provided with a notch matched with the end angle; the longitudinal beams are longitudinally erected on the adjacent pillars along the cross-shaped through grooves, and the transverse beams are transversely erected on the adjacent pillars along the cross-shaped through grooves; in the cross-shaped through groove, the notch is reversely buckled to lock the end angle; the bridge deck boards are laid between the longitudinal beams in the transverse direction, and the bridge deck boards are laid in sequence in the longitudinal direction. The landscape trestle effectively solves the problems that the existing landscape trestle is long in construction period, wasting of resources, destroying of ecological environment and the like, saves a large amount of manpower and material resources, improves construction efficiency, shortens construction period, and has strong practicability and wide applicability.

Description

Landscape trestle
Technical Field
The invention relates to a trestle, in particular to a landscape trestle with a fully prefabricated structure, and belongs to the technical field of hydraulic engineering.
Background
With the continuous improvement of living standard, people pay more and more attention to the environment.
Due to the needs of viewing and river crossing, more and more river bank landscape trestles are provided; however, the construction progress of building traditional view trestle at the river bank is slow, and the time limit for a project is longer, and the work progress is comparatively mixed and disorderly, and very big influence resident's life, and traditional trestle construction can produce more barren rock waste material, the wasting of resources to influence the ecological environment of former river bank, the improper construction even still can arouse water and soil loss scheduling problem.
Disclosure of Invention
In order to overcome the defects in the prior art, the invention aims to provide the landscape trestle with the full prefabricated structure, which improves the construction efficiency and shortens the construction period.
In order to achieve the above object, the present invention adopts the following technical solutions:
a landscape trestle comprises pillars, longitudinal beams, cross beams and bridge decks;
a plurality of pairs of transversely arranged struts are longitudinally arranged to form bridge piles;
the top of the support is provided with a pile cap, and the upper end of the pile cap is provided with a cross-shaped through groove;
end angles are respectively arranged at two ends of the longitudinal beam;
notches matched with the end angles are respectively arranged at the two ends of the cross beam;
the longitudinal beams are longitudinally erected on the adjacent pillars along the cross-shaped through grooves, and the transverse beams are transversely erected on the adjacent pillars along the cross-shaped through grooves;
in the cross-shaped through groove, the notch is reversely buckled to lock the end angle;
the bridge deck boards are laid between the longitudinal beams in the transverse direction, and the bridge deck boards are laid in sequence in the longitudinal direction.
The bottom of the two sides of the bridge deck is respectively provided with a steel plate for transversely clamping the longitudinal beam, the steel plates are fixed with the bridge deck through bolts, and the bolts are arranged on the two sides of the longitudinal beam.
Foretell view landing stage still includes railing and breast board, the railing erects in the both ends of decking, and the breast board is connected with adjacent railing along vertical.
The bottom of the pile cap is provided with a column groove for accommodating the support column.
The support column, the pile cap, the longitudinal beam, the cross beam and the bridge deck are made of concrete.
The pillars, pile caps, longitudinal beams, cross beams and bridge decks are prefabricated members.
The invention has the advantages that:
the landscape trestle with the full prefabricated structure is locked and connected with the longitudinal beam and the cross beam in a tenon-and-mortise structure through the cross-shaped through groove at the pile cap, the bridge deck is sequentially paved by adopting transversely fixed bridge deck plates, and meanwhile, the paved bridge deck plays a role of fixing the tenon-and-mortise structure at the top of the pile cap.
The invention has simple structure and convenient construction, all components are prefabricated parts, the structure is integrally stable and reliable, the component quality is uniform and controllable, and the firmness of the mortise and tenon structure and the integrity of the bridge body can be enhanced by adjusting the angle theta to be an acute angle according to the geology and the bridge type on site; the landscape trestle effectively solves the problems that the existing landscape trestle is long in construction period, wasting of resources, destroying of ecological environment and the like, saves a large amount of manpower and material resources, improves construction efficiency, shortens construction period, and has strong practicability and wide applicability.
Drawings
Fig. 1 is a schematic structural diagram of a landscape trestle according to the present invention.
Fig. 2 is an exploded view of a landscape trestle according to the present invention.
The designations in the drawings have the following meanings: 1. pillar, 2, pile cap, 3, longitudinal beam, 4, crossbeam, 5, decking, 6, bolt, 7, steel sheet, 8, railing.
Detailed Description
The invention is described in detail below with reference to the figures and the embodiments.
A landscape trestle comprises a pillar 1, pile caps 2, longitudinal beams 3, cross beams 4 and bridge decks 5.
According to the design size of the trestle, a concrete pillar 1, a concrete pile cap 2, a concrete longitudinal beam 3, a concrete cross beam 4 and a concrete bridge deck 5 are prefabricated.
A pair of transversely arranged struts 1 are used as a group, and a plurality of groups of longitudinally arranged struts 1 form a bridge pile;
through the post groove of bottom, concrete pile cap 2 is fixed at the top of concrete support 1, and the upper end of concrete pile cap 2 is equipped with "ten" style of calligraphy and leads to the groove for hold concrete longeron 3 and concrete beam 4.
Two ends of the concrete longitudinal beam 3 are clamped and fixed in the crossed through grooves of the adjacent pile caps 2 and are longitudinally arranged, end angles are respectively arranged at the two ends, the angle theta is a right angle or an acute angle, and the right angle can be selected for a small bridge or a bridge with smaller span; for trestles with large span or long support columns 1, in order to avoid the swing amplitude of the support columns 1 due to geological reasons, the concrete longitudinal beams 3 are moved out of the concrete pile caps 2 along the longitudinal direction, and the angle theta can be an acute angle.
Two ends of the concrete beam 4 are clamped and fixed in the cross-shaped through grooves of the adjacent pile caps 2 and are arranged along the transverse direction; and the notches arranged at the two ends of the cross beam 4 are matched with the end angles of the longitudinal beam 3 and are reversely buckled on the end angles to form a tenon-and-mortise structure for locking the longitudinal beam 3. Namely, the concrete longitudinal beams 3 on the two sides of the concrete pile cap 2 are abutted in the cross-shaped through groove, and the top of the concrete longitudinal beams is pressed by the concrete cross beam 4.
The bridge deck plate 5 is laid between the longitudinal beams 3 along the transverse direction, the bottom parts of the two sides of the bridge deck plate 5 are respectively provided with a steel plate 7 for clamping the longitudinal beams 3 along the transverse direction, the steel plate 7 is fixed with the bridge deck plate 5 through bolts 6, and the bolts 6 are arranged on the two sides of the longitudinal beams 3. And a plurality of bridge decks 5 are sequentially paved in the longitudinal direction to form a bridge floor.
A plurality of railing 8 erect respectively in the both sides of bridge floor, and the breast board is located between adjacent railing 8 along vertically.
After the assembly is completed, grouting treatment can be adopted for reinforcing the structural nodes and joints.
The foregoing illustrates and describes the principles, general features, and advantages of the present invention. It should be understood by those skilled in the art that the above embodiments do not limit the present invention in any way, and all technical solutions obtained by using equivalent alternatives or equivalent variations fall within the scope of the present invention.

Claims (5)

1. A landscape trestle is characterized by comprising pillars, longitudinal beams, cross beams and bridge decks;
a plurality of pairs of transversely arranged struts are longitudinally arranged to form bridge piles;
the top of the support is provided with a pile cap, and the upper end of the pile cap is provided with a cross-shaped through groove;
end angles are respectively arranged at two ends of the longitudinal beam;
notches matched with the end angles are respectively arranged at the two ends of the cross beam;
the longitudinal beams are longitudinally erected on the adjacent pillars along the cross-shaped through grooves, and the transverse beams are transversely erected on the adjacent pillars along the cross-shaped through grooves;
in the cross-shaped through groove, the notch is reversely buckled to lock the end angle;
the bridge deck plates are transversely laid among the longitudinal beams, and the bridge deck plates are sequentially laid along the longitudinal direction;
the landscape trestle further comprises railings and railing panels, the railings are erected at two ends of the bridge deck, and the railing panels are connected with the adjacent railings in the longitudinal direction.
2. The landscape trestle of claim 1, wherein the bottom parts of the two sides of the bridge deck are respectively provided with a steel plate for clamping the longitudinal beam along the transverse direction, the steel plates are fixed with the bridge deck through bolts, and the bolts are arranged on the two sides of the longitudinal beam.
3. The landscape trestle of claim 1, wherein the bottom of the pile caps are provided with post slots for receiving posts.
4. A landscape trestle according to any one of claims 1 to 3, wherein the posts, caps, stringers, beams, decking are made of concrete.
5. A landscape trestle according to any one of claims 1 to 3, wherein the posts, caps, stringers, beams and decking are prefabricated.
CN201910065686.5A 2019-01-24 2019-01-24 Landscape trestle Active CN109610290B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910065686.5A CN109610290B (en) 2019-01-24 2019-01-24 Landscape trestle

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910065686.5A CN109610290B (en) 2019-01-24 2019-01-24 Landscape trestle

Publications (2)

Publication Number Publication Date
CN109610290A CN109610290A (en) 2019-04-12
CN109610290B true CN109610290B (en) 2021-03-19

Family

ID=66018138

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910065686.5A Active CN109610290B (en) 2019-01-24 2019-01-24 Landscape trestle

Country Status (1)

Country Link
CN (1) CN109610290B (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110485261A (en) * 2019-09-17 2019-11-22 马鞍山瑞马钢构材料有限公司 A kind of novel pavement trestle plate and its system
CN112049014A (en) * 2020-08-31 2020-12-08 安徽东方风景建设有限公司 Construction process of wooden trestle
CN113026755B (en) * 2021-03-03 2024-09-27 博维筑成设计有限公司 Beautifying landscape equipment for fire-fighting climbing site
CN113089451A (en) * 2021-05-18 2021-07-09 深圳市亿企国际教育科技有限公司 Wooden bridge and installation process thereof
CN113789714A (en) * 2021-09-17 2021-12-14 北京市第三建筑工程有限公司 Concrete trestle and foundation pit connecting structure
CN114395974B (en) * 2022-02-08 2023-01-10 连云港创新储运设备制造有限公司 Steel structure trestle with extension frame and implementation method thereof

Citations (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2952613B1 (en) * 1979-12-28 1981-01-08 Kober Ag Connection profile strips, in particular on devices for bridging expansion joints in bridges or the like. Buildings
GB2142701A (en) * 1983-01-29 1985-01-23 Ponable Ltd Dismountable framework
US5359828A (en) * 1993-09-30 1994-11-01 Day John E Post assembly
JPH08269917A (en) * 1995-03-31 1996-10-15 Mitsubishi Heavy Ind Ltd Adhering method between concrete floor board and steel beam
JP2996388B2 (en) * 1995-10-06 1999-12-27 川田建設株式会社 Joint structure of precast concrete slab
WO2002075056A1 (en) * 2001-02-27 2002-09-26 Kookmin Composite Infrastructure, Inc. Integrally bonded fiber reinforced composite deck of adjustable alignment, method for fabrication and connection thereof
JP2002339491A (en) * 2001-05-16 2002-11-27 Penta Ocean Constr Co Ltd Hollow slab
CN202000251U (en) * 2010-06-09 2011-10-05 中交第一公路勘察设计研究院有限公司 Cylindrical hollow prefabricated prestressed concrete pier structure
CN103437272A (en) * 2013-09-24 2013-12-11 中北大学 Bamboo bridge
CN103469724A (en) * 2012-06-08 2013-12-25 辽宁省交通规划设计院 Steel bridge with controllably-deposited foundation system and construction method thereof
CN103741657A (en) * 2013-12-27 2014-04-23 中铁大桥局集团第一工程有限公司 Construction method of large multifunctional over-water construction platform
CN204626235U (en) * 2015-02-10 2015-09-09 宁波大学 A kind of concatenation unit of frame bridge
CN205839571U (en) * 2016-07-22 2016-12-28 中铁第四勘察设计院集团有限公司 A kind of inter-city passenger rail Simple T-Girders two-columned pier
CN205874964U (en) * 2016-08-05 2017-01-11 中国港湾工程有限责任公司 Pier structure
CN206941364U (en) * 2017-07-14 2018-01-30 北京金河水务建设集团有限公司 Bailey beam make-shift bridge
CN207244432U (en) * 2017-08-31 2018-04-17 董贤 A kind of bridge pier base
CN207829924U (en) * 2018-01-25 2018-09-07 山西大同大学 Coal-mine hydraulic support bolumn cap
CN207944327U (en) * 2018-02-08 2018-10-09 龙岩市万山木业有限公司 A kind of bamboo and wood bridge plate of included splicing component
CN208167498U (en) * 2017-12-30 2018-11-30 贵阳铝镁设计研究院有限公司 A kind of device of aluminium alloy assembled trestle

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20130054059A (en) * 2011-11-16 2013-05-24 현대중공업 주식회사 Marine structure having preventing vending function
CN204626236U (en) * 2015-02-10 2015-09-09 宁波大学 A kind of concatenation unit of emergency bridge
CN204570480U (en) * 2015-04-07 2015-08-19 葛洲坝集团第五工程有限公司 A kind of roadbed formula steel suspension bridge bridge floor
CN207659948U (en) * 2017-12-14 2018-07-27 深圳市华晟生态科技有限公司 A kind of composite foundation
CN108411769A (en) * 2018-04-27 2018-08-17 福建工程学院 A kind of assembled device of prefabricated pier shaft and prefabricated bent cap
CN108625284A (en) * 2018-06-08 2018-10-09 苏交科集团股份有限公司 Assembly type concrete beam plate and installation and maintenance method

Patent Citations (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2952613B1 (en) * 1979-12-28 1981-01-08 Kober Ag Connection profile strips, in particular on devices for bridging expansion joints in bridges or the like. Buildings
GB2142701A (en) * 1983-01-29 1985-01-23 Ponable Ltd Dismountable framework
US5359828A (en) * 1993-09-30 1994-11-01 Day John E Post assembly
JPH08269917A (en) * 1995-03-31 1996-10-15 Mitsubishi Heavy Ind Ltd Adhering method between concrete floor board and steel beam
JP2996388B2 (en) * 1995-10-06 1999-12-27 川田建設株式会社 Joint structure of precast concrete slab
WO2002075056A1 (en) * 2001-02-27 2002-09-26 Kookmin Composite Infrastructure, Inc. Integrally bonded fiber reinforced composite deck of adjustable alignment, method for fabrication and connection thereof
JP2002339491A (en) * 2001-05-16 2002-11-27 Penta Ocean Constr Co Ltd Hollow slab
CN202000251U (en) * 2010-06-09 2011-10-05 中交第一公路勘察设计研究院有限公司 Cylindrical hollow prefabricated prestressed concrete pier structure
CN103469724A (en) * 2012-06-08 2013-12-25 辽宁省交通规划设计院 Steel bridge with controllably-deposited foundation system and construction method thereof
CN103437272A (en) * 2013-09-24 2013-12-11 中北大学 Bamboo bridge
CN103741657A (en) * 2013-12-27 2014-04-23 中铁大桥局集团第一工程有限公司 Construction method of large multifunctional over-water construction platform
CN204626235U (en) * 2015-02-10 2015-09-09 宁波大学 A kind of concatenation unit of frame bridge
CN205839571U (en) * 2016-07-22 2016-12-28 中铁第四勘察设计院集团有限公司 A kind of inter-city passenger rail Simple T-Girders two-columned pier
CN205874964U (en) * 2016-08-05 2017-01-11 中国港湾工程有限责任公司 Pier structure
CN206941364U (en) * 2017-07-14 2018-01-30 北京金河水务建设集团有限公司 Bailey beam make-shift bridge
CN207244432U (en) * 2017-08-31 2018-04-17 董贤 A kind of bridge pier base
CN208167498U (en) * 2017-12-30 2018-11-30 贵阳铝镁设计研究院有限公司 A kind of device of aluminium alloy assembled trestle
CN207829924U (en) * 2018-01-25 2018-09-07 山西大同大学 Coal-mine hydraulic support bolumn cap
CN207944327U (en) * 2018-02-08 2018-10-09 龙岩市万山木业有限公司 A kind of bamboo and wood bridge plate of included splicing component

Also Published As

Publication number Publication date
CN109610290A (en) 2019-04-12

Similar Documents

Publication Publication Date Title
CN109610290B (en) Landscape trestle
CN102979162B (en) Multi-story high-rise assembled steel structure frame - prestressed centrally-braced system
CN102839678B (en) Structure for improving rigidity and stability of foundation pit steel support
CN102979163B (en) Multi-story high-rise assembled steel structure frame - prestressed eccentrically-braced system
US8215874B2 (en) Modular foundation designs and methods
CN206256622U (en) Damage with runback bit function can repair assembled coupled column
CN103883054A (en) Cable-strut rib beam combined floor and construction method thereof
CN113718753B (en) Anchor underground continuous wall foundation assembled type intermediate wall and construction method
US20070261335A1 (en) Precast construction method and apparatus for variable size elevated platform
Booth The development of laminated timber arch structures in Bavaria, France, and England in the early nineteenth century
CN212426749U (en) Hybrid reinforced concrete joint section
CN103924611B (en) Precast prestressed concrete frame grafting integration High-Rise Pile Cap Foundation
CN203307733U (en) Construction platform system of concrete pier of viaduct
CN105971117A (en) Pseudo-classic architecture steel-frame structure with box type cross-section girders
CN206034264U (en) Novel steel construction shelter bridge foundation structure
DE102008029730A1 (en) Solar supporting frame for solar system, has gravitation basement including solar table, columns, gabions filled with loading material, and load pick-up constructions that are designed as beam with load pick-up elements
CN205444453U (en) Assembled prestressing force double T board frame construction
CN210562169U (en) Node connecting part and frame prestressed anchor cable supporting structure
DE202022102234U1 (en) Precast steel trestle bridge
DE19941603C2 (en) Reinforced concrete part for the production of foundations for buildings
CN210117724U (en) Garage foundation structure
CN209144634U (en) A kind of steel construction Simple bridge having compared with high bearing capacity
RU99014U1 (en) Dismountable BRIDGE DESIGN WITH SUPPORTS ON SCREW PILES
CN206971228U (en) A kind of double-row pile foundation pit support structure
CN211851057U (en) Landscape corridor frame

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
GR01 Patent grant
GR01 Patent grant