CN104372732A - Foot bridge of self-anchorage balance stress chord rope structure - Google Patents
Foot bridge of self-anchorage balance stress chord rope structure Download PDFInfo
- Publication number
- CN104372732A CN104372732A CN201410617582.8A CN201410617582A CN104372732A CN 104372732 A CN104372732 A CN 104372732A CN 201410617582 A CN201410617582 A CN 201410617582A CN 104372732 A CN104372732 A CN 104372732A
- Authority
- CN
- China
- Prior art keywords
- string
- bridge
- rope
- level
- force balance
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D11/00—Suspension or cable-stayed bridges
- E01D11/02—Suspension bridges
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/16—Suspension cables; Cable clamps for suspension cables ; Pre- or post-stressed cables
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2101/00—Material constitution of bridges
- E01D2101/20—Concrete, stone or stone-like material
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2101/00—Material constitution of bridges
- E01D2101/30—Metal
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a foot bridge of a self-anchorage balance stress chord rope structure. The foot bridge of the self-anchorage balance stress chord rope structure comprises a bridge deck slab, eccentric structures, a horizontal tensioning chord rope, counter weight loads and longitudinal stay bars, wherein the bridge deck slab is arranged on the horizontal tensioning chord rope, the horizontal tensioning chord rope is connected with the eccentric structures on the two sides, the counter weight loads are arranged on the eccentric structures, the longitudinal stay bars are arranged between the eccentric structures and the horizontal tensioning chord rope, and rod pieces are arranged between the horizontal tensioning chord rope and the longitudinal stay bars. According to the foot bridge, the characteristics of using local materials in a mountainous area are brought into full play, by means of the existing geological and topographic conditions in the mountainous area, the external material transportation and construction installation difficulty is lowered, and the foot bridge not only is applicable to the mountainous area, but also can be used for an urban overpass, is safe in stress, convenient to construct, economical and practical, and has higher application and popularization value.
Description
Technical field
The invention belongs to pedestrian bridge technical field, particularly relate to a kind of pedestrian bridge from anchor force balance string Cable Structure.
Background technology
When leap river, mountain area, the easy more employing of structure is cable structure at present, is limited by cable structure rigidity little, rocks obviously, will consider the anchorage problem of rope simultaneously under Pedestrian Load, and construction is inconvenient.If adopt arch structure on the lower rope of self-balancing type to roll over bowstring arch bridge structure, because its fabrication and installation are complicated, cost cannot be promoted in Poor Mountainous Area.
Summary of the invention
The object of the present invention is to provide a kind of pedestrian bridge from anchor force balance string Cable Structure, be intended to solve at present when leap river, mountain area, more employing be cable structure, be limited by cable structure rigidity little, rock under Pedestrian Load obviously, the anchorage problem of rope will be considered simultaneously, construction is inconvenient, if adopt arch structure on the lower rope of self-balancing type to roll over bowstring arch bridge structure, because its fabrication and installation are complicated, cost is high, the problem cannot promoted in Poor Mountainous Area.
The present invention realizes like this, a kind of pedestrian bridge from anchor force balance string Cable Structure, should comprise from the pedestrian bridge of anchor force balance string Cable Structure: bridge deck, eccentric structure, level open string rope, counterweight load, longitudinal strut, described bridge deck are arranged on described level and open on string rope, described level is opened string rope and is connected with the described eccentric structure of both sides, described eccentric structure is provided with described counterweight load, described eccentric structure and level are opened between string rope and are provided with described longitudinal strut, and described level is opened between string rope and described longitudinal strut and is provided with rod member.
Further, the bottom of described eccentric structure is provided with the strong point.
Further, described counterweight load can adopt massif, mountain stone, the soil body or the concrete block of gathering materials on the spot.
Further, described eccentric structure adopts wood material, braided steel wire net adding rock to make, and steel work, reinforced concrete structure also can be adopted to pour into a mould.
Further, described bridge deck can adopt steel plate or other class lightweight plates.
Further, described level is opened string rope and is longitudinally being had two strands at least.
Pedestrian bridge from anchor force balance string Cable Structure provided by the invention, should comprise from the pedestrian bridge of anchor force balance string Cable Structure: bridge deck, eccentric structure, level opens string rope, counterweight load, longitudinal strut, bridge deck are arranged on level and open on string rope, level is opened string rope and is connected with the eccentric structure of both sides, eccentric structure is provided with counterweight load, eccentric structure and level are opened between string rope and are provided with longitudinal strut, level is opened between string rope and longitudinal strut and is provided with rod member, the present invention gives full play to the feature gathered materials on the spot in mountain area, by the existing geology in mountain area, orographic condition, decrease the transport because of exterior material and construction and installation difficulty, there is provided and be not only applicable to mountain area, also can be used for the setting of city underpass, stressed safety, easy construction, economical and practical, there is stronger propagation and employment be worth.
Accompanying drawing explanation
Fig. 1 is half of the pedestrian bridge from anchor force balance string Cable Structure that provides of the embodiment of the present invention across side elevation structure and stressed schematic diagram;
Fig. 2 is the left view of Fig. 1;
Fig. 3 is the top view of Fig. 1.
In figure: 1, counterweight load; 2, eccentric structure; 3, level opens string rope; 4, the strong point; 5, longitudinal strut; 6, bridge deck.
Detailed description of the invention
In order to make object of the present invention, technical scheme and advantage clearly understand, below in conjunction with drawings and Examples, the present invention is further elaborated.Should be appreciated that specific embodiment described herein only in order to explain the present invention, be not intended to limit the present invention.
Fig. 1 shows the structure of the pedestrian bridge from anchor force balance string Cable Structure that the embodiment of the present invention provides.For convenience of explanation, illustrate only the part relevant to the embodiment of the present invention.
Should comprise from the pedestrian bridge of anchor force balance string Cable Structure: bridge deck 6, eccentric structure 2, level open string rope 3, counterweight load 1, longitudinal strut 5, bridge deck 6 are arranged on level and open on string rope 3, level is opened string rope 3 and is connected with the eccentric structure 2 of both sides, eccentric structure 2 is provided with counterweight load 1, eccentric structure 2 and level are opened between string rope 3 and are provided with longitudinal strut 5, and level is opened between string rope 3 and longitudinal strut 5 and is provided with rod member.
In embodiments of the present invention, the bottom of eccentric structure 2 is provided with the strong point 4.
In embodiments of the present invention, counterweight load 1 can adopt massif, mountain stone, the soil body or the concrete block of gathering materials on the spot.
In embodiments of the present invention, eccentric structure 2 adopts wood material, braided steel wire net adding rock to make, and steel work, reinforced concrete structure also can be adopted to pour into a mould.
In embodiments of the present invention, bridge deck 6 can adopt steel plate or other class lightweight plates.
In embodiments of the present invention, level is opened string rope 3 and is longitudinally being had two strands at least.
Below in conjunction with drawings and the specific embodiments, application principle of the present invention is further described.
As shown in Figure 1 to Figure 3, the pedestrian bridge from anchor force balance string Cable Structure that the embodiment of the present invention provides, adopt heavier eccentric structure 2 by both sides, many levels open string rope 3, counterweight load 1 and longitudinal strut 5 and form, eccentric stent structure realizes more large eccentricity by the counterweight of setting up and rotates and open string rope 3 to level and realize stretch-draw, when span is larger, horizontal force balance can be realized by longitudinal strut 5 and support lower constraint, can open by level the stress deformation that the rod member arranged between string rope 3 and longitudinal strut 5 changes rope simultaneously.
The supporting structure of longitudinal strut 5 can adopt various structures form, but enough eccentric forces and bearing capacity must be obtained 1 time at counterweight load, eccentric structure 2 needs to adopt the materials such as timber, steel work, steel concrete to make or preloading making according to stressed, Horizontal Tension, and counterweight load 1 can adopt massif, mountain stone, the soil body or the concrete block of gathering materials on the spot.
The invention provides a kind of pedestrian bridge from anchor force balance string Cable Structure, with the one carrying system based on string Cable Structure, comprise many levels and open string rope 3, the eccentric structure 2 of both sides balance tension, longitudinal strut 5, the material of counterweight load 1 is for gathering materials on the spot, and bridge deck 6 can adopt the material plate of gathering materials on the spot, and also can adopt steel plate or other class lightweight plates.
Eccentric structure 2 is made in leap two sides, wood material, braided steel wire net adding rock can be adopted to make, also steel work, reinforced concrete structure can be adopted to pour into a mould, only can adopt mountain stone or the soil body etc. again as ballast load to increase eccentric force on the architecture basics made.
Above eccentric structure 2, the level of installing opens string rope 3 and pretension, arranges horizontal bridge deck 6 above it, can adopt the light structures such as soil material to implement.
According to span chord rope deflection, open longitudinal strut 5 structure of string rope 3 arranged beneath at both sides eccentric structure 2 and level.
According at eccentric structure 2 side excavation or the withdrawing soil body, realize the applying of eccentric force, only can adopt mountain stone or the soil body etc. again as ballast load to increase eccentric force on eccentric structure 2 basis made, implement the applying of string Suo Li.
To implementing fixation construction below eccentric structure 2, the ancillary facilities such as installation railing.
The pedestrian bridge from anchor force balance string Cable Structure that the embodiment of the present invention provides, should comprise from the pedestrian bridge of anchor force balance string Cable Structure: bridge deck 6, eccentric structure 2, level opens string rope 3, counterweight load 1, longitudinal strut 5, bridge deck 6 are arranged on level and open on string rope 3, level is opened string rope 3 and is connected with the eccentric structure 2 of both sides, eccentric structure 2 is provided with counterweight load 1, eccentric structure 2 and level are opened between string rope 3 and are provided with longitudinal strut 5, level is opened between string rope 3 and longitudinal strut 5 and is provided with rod member, the present invention gives full play to the feature gathered materials on the spot in mountain area, by the existing geology in mountain area, orographic condition, decrease the transport because of exterior material and construction and installation difficulty, there is provided and be not only applicable to mountain area, also can be used for the setting of city underpass, stressed safety, easy construction, economical and practical, there is stronger propagation and employment be worth.
These are only preferred embodiment of the present invention, not in order to limit the present invention, all any amendments done within the spirit and principles in the present invention, equivalent replacement and improvement etc., all should be included within protection scope of the present invention.
Claims (6)
1. the pedestrian bridge from anchor force balance string Cable Structure, it is characterized in that, should comprise from the pedestrian bridge of anchor force balance string Cable Structure: bridge deck, eccentric structure, level open string rope, counterweight load, longitudinal strut, described bridge deck are arranged on described level and open on string rope, described level is opened string rope and is connected with the described eccentric structure of both sides, described eccentric structure is provided with described counterweight load, described eccentric structure and level are opened between string rope and are provided with described longitudinal strut, and described level is opened between string rope and described longitudinal strut and is provided with rod member.
2., as claimed in claim 1 from the pedestrian bridge of anchor force balance string Cable Structure, it is characterized in that, the bottom of described eccentric structure is provided with the strong point.
3., as claimed in claim 1 from the pedestrian bridge of anchor force balance string Cable Structure, it is characterized in that, described counterweight load adopts massif, mountain stone, the soil body or the concrete block of gathering materials on the spot.
4. as claimed in claim 1 from the pedestrian bridge of anchor force balance string Cable Structure, it is characterized in that, described eccentric structure adopts wood material, braided steel wire net adding rock to make, and steel work, reinforced concrete structure also can be adopted to pour into a mould.
5. as claimed in claim 1 from the pedestrian bridge of anchor force balance string Cable Structure, it is characterized in that, described bridge deck adopt steel plate or other class lightweight plates.
6. as claimed in claim 1 from the pedestrian bridge of anchor force balance string Cable Structure, it is characterized in that, described level is opened string rope and is longitudinally being had two strands at least.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410617582.8A CN104372732A (en) | 2014-11-05 | 2014-11-05 | Foot bridge of self-anchorage balance stress chord rope structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410617582.8A CN104372732A (en) | 2014-11-05 | 2014-11-05 | Foot bridge of self-anchorage balance stress chord rope structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104372732A true CN104372732A (en) | 2015-02-25 |
Family
ID=52551903
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410617582.8A Pending CN104372732A (en) | 2014-11-05 | 2014-11-05 | Foot bridge of self-anchorage balance stress chord rope structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104372732A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105442429A (en) * | 2015-11-30 | 2016-03-30 | 同济大学 | Self-balanced umbrella-shaped modular pedestrian bridge structure |
-
2014
- 2014-11-05 CN CN201410617582.8A patent/CN104372732A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105442429A (en) * | 2015-11-30 | 2016-03-30 | 同济大学 | Self-balanced umbrella-shaped modular pedestrian bridge structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205205635U (en) | Stride footpath bailey frame steel suspension bridge structure greatly | |
| CN101215819B (en) | Separated double-layer bridge-floor cable stayed bridge | |
| CN105839511B (en) | A kind of cable-stayed bridge in the double rope faces of the only tower of curve | |
| CN105088957A (en) | Construction method for underwater reinforced concrete composite pile of cast-in-situ support of concrete ballast box beam of cable-stayed bridge | |
| CN105178206B (en) | Spliced-type shed tunnel | |
| CN203247495U (en) | Pedestrian rope bridge | |
| CN106012872A (en) | Dorsal-funiculus-free cable-stayed reinforcing system of continuous rigid frame bridge and construction method | |
| CN108342982A (en) | A kind of hybrid combining girder stayed-cable bridge cable crane track cable beam-ends is from anchor structure | |
| CN201317908Y (en) | Double deck cable stayed bridge of separation type | |
| CN208266912U (en) | A kind of roadbed section retaining wall | |
| CN104372732A (en) | Foot bridge of self-anchorage balance stress chord rope structure | |
| CN104963292B (en) | Construction method of reinforced concrete continuous-span arch bridge or continuous box structure bridge | |
| CN204266109U (en) | A kind of pedestrian bridge from anchor force balance string Cable Structure | |
| Zhang et al. | Design and static analysis of the Taizhou Yangtze river bridge, China | |
| Gimsing | Large bridges of the future | |
| CN205000328U (en) | Cast -in -place support aquatic steel reinforced concrete composite pile of cable -stay bridge concrete ballast tank roof beam | |
| CN208884359U (en) | A kind of king-post base configuration being suitable for bridge tower on steep side slope | |
| Bhivgade | Analysis and design of prestressed concrete box girder bridge | |
| CN109056530A (en) | A kind of king-post base configuration being suitable for bridge tower on steep side slope | |
| CN106677052B (en) | A kind of closed bridge | |
| Strasky | Stress-Ribbon Pedestrian Bridges Supported by Arches. | |
| CN204644851U (en) | Be suitable for the self-balancing type People's Bank of China suspension bridge of mountain area fast construction | |
| Rowan et al. | Olifants river bridge widening | |
| Nader et al. | The San Francisco–Oakland Bay Bridge, CA, USA–eastern span | |
| Huang et al. | Analysis of innovative structural design of Liyutuo Lounge Bridge in Dujiangyan |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20150225 |
|
| WD01 | Invention patent application deemed withdrawn after publication |