CN105970792B - A kind of tubular type bridge floor horizontal drawing cable bridge - Google Patents

A kind of tubular type bridge floor horizontal drawing cable bridge Download PDF

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Publication number
CN105970792B
CN105970792B CN201610536224.3A CN201610536224A CN105970792B CN 105970792 B CN105970792 B CN 105970792B CN 201610536224 A CN201610536224 A CN 201610536224A CN 105970792 B CN105970792 B CN 105970792B
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steel pipe
bail
hole
grab
steel
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CN105970792A (en
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谢春生
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PowerChina Guiyang Engineering Corp Ltd
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PowerChina Guiyang Engineering Corp Ltd
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D1/00Bridges in general
    • 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

Abstract

The invention discloses a kind of tubular type bridge floor horizontal drawing cable bridge, include the cable wire of one group of connection two sides(1), a left end steel pipe deck module is sequentially provided with from left to right on cable wire(2), steel pipe deck module in the middle of one group(3)With a right-hand member steel pipe deck module(4);Each steel pipe deck module bottom is equipped with one group of screw rod(5), screw rod(5)Through connecting plate(6)And nut(7)It is connected with cable wire.The present invention solves existing timber structure floorings poor durability, needs the shortcoming frequently changed, reduces maintenance work amount and expense.Abrasion of the floorings to cable wire and the bending damage to steel wire are efficiently solved the problems, such as by arc spacer, the service life of bridge is extended.The globality of floorings and cable wire is enhanced by connecting elements, roadability and security is improved.Floorings are enable to be well adapted for the requirement that bridge floor is deformed by bail.The present invention is simple in construction, easy for installation, and floorings may be reused.

Description

A kind of tubular type bridge floor horizontal drawing cable bridge
Technical field
The present invention relates to a kind of tubular type bridge floor horizontal drawing cable bridge, belong to bridge structure technical field.
Background technology
Horizontal drawing cable bridge is that, using cable wire as force structure, bridge floor is laid immediately on cable wire, Deck and cable wire line style base This consistent Flexible bridge system.It is thus the deformation of adaptation cable wire, the bridge floor of horizontal drawing cable bridge is generally by the floorings of smaller piece It is longitudinal spliced to form.The floorings of existing horizontal drawing cable bridge typically use timber structure, for example, the applicant is in Publication No. " bridge deck structure of horizontal drawing cable bridge " disclosed in 202989775U patent document.Because timber structure intensity is relatively low, for bear compared with Big vehicular load needs thicker floorings, thus the material and the diameter of a cross-section of a tree trunk 1.3 meters above the ground to log etc. requires all harsher.Meanwhile, wood knot Structure poor durability, needs frequently to change floorings during bridge use, and later maintenance workload is big and often results in traffic It is disconnected.On the other hand, the preservative treatment of wooden bridge panel also brings adverse effect to environment.Therefore, existing wooden bridge panel technology is not It is perfect, and limit the popularization and application of horizontal drawing cable bridge.
The content of the invention
It is an object of the present invention to provide a kind of tubular type bridge floor horizontal drawing cable bridge.By the application of steel construction, existing wood is overcome The deficiency of floorings, improves the performance and application of horizontal drawing cable bridge floorings.
Technical scheme:
A kind of tubular type bridge floor horizontal drawing cable bridge of the present invention, include on the cable wire of one group of connection two sides, cable wire from left to right according to It is secondary to be provided with a left end steel pipe deck module, one group of centre steel pipe deck module and a right-hand member steel pipe deck module;Each steel Pipe bridge face component bottom is equipped with one group of screw rod, and screw rod is connected through connecting plate and nut with cable wire.
In foregoing tubular type bridge floor horizontal drawing cable bridge, the left end steel pipe deck module is formed by two layers of steel-pipe welding up and down, on The quantity of layer steel pipe is one more than lower floor steel pipe, and the steel pipe that upper strata has more is located at the right side of upper strata steel pipe, the steel pipe that upper strata has more Bottom is welded with one group of bail along steel pipe axis direction, and bail is connected with the bail hole on middle steel pipe deck module, bail hole Position it is corresponding with the position of bail;Provided with one group of one group of card welded along steel pipe axis direction on the right side of the steel pipe of lower floor's retraction The position of hook, grab and bail is staggered;Grab is connected with the grab hole on middle steel pipe deck module;The position in grab hole Position with grab is corresponding.
In foregoing tubular type bridge floor horizontal drawing cable bridge, middle steel pipe deck module two layers of steel pipe welding above and below quantity identical Connect and form, upper strata steel pipe misses to the right the distance and lower floor's steel-pipe welding of a diameter of steel tube, the steel pipe bottom edge that upper strata is protruded Steel pipe axis direction is welded with the bail hole connection on one group of bail, the bail middle steel pipe deck module adjacent with right side, or Bail hole connection on the right-hand member steel pipe deck module adjacent with right side;The steel pipe top that lower floor protrudes is set along steel pipe axis direction There are the bail connection on one group of bail hole, the bail hole middle steel pipe deck module adjacent with left side, or a left side adjacent with left side The bail connection on the component of bridge steel pipe face is held, the position in bail hole is corresponding with the position of bail;Set on the right side of the steel pipe of lower floor's retraction There is one group of one group of grab welded along steel pipe axis direction;On grab and middle steel pipe deck module or right-hand member steel pipe deck module Grab hole connection;One group of grab hole along steel pipe axis direction, grab hole and middle steel are provided with the left of the steel pipe that lower floor protrudes Grab connection on pipe deck module or left end steel pipe deck module;The position in grab hole is corresponding with the position of grab.
In foregoing tubular type bridge floor horizontal drawing cable bridge, the right-hand member steel pipe deck module is formed by two layers of steel-pipe welding up and down, under Layer steel pipe than upper strata steel pipe quantity more than one, the steel pipe that lower floor has more be located at lower floor's steel pipe right side, the steel pipe that lower floor has more Top is along steel pipe axis direction provided with one group of bail hole, and bail hole is connected with the bail on middle steel pipe deck module, bail hole Position it is corresponding with the position of bail;One group of grab hole along steel pipe axis direction, grab are provided with the left of the steel pipe that lower floor has more Hole is connected with the grab on middle steel pipe deck module;The position in grab hole and card bail hole is staggered;The position in grab hole Position with grab is corresponding.
In foregoing tubular type bridge floor horizontal drawing cable bridge, the upper strata steel pipe is standard round steel pipe.
In foregoing tubular type bridge floor horizontal drawing cable bridge, lower floor's steel pipe is chapped pipe, including lower breach steel pipe, lower breach The breach two ends of steel pipe are connected through arc pressuring plate, and arc pressuring plate bottom surface is provided with arc spacer.
In foregoing tubular type bridge floor horizontal drawing cable bridge, the steel pipe that the steel pipe and lower floor that the lower floor protrudes have more is profile iron Pipe, including symmetrical left arc steel plate and right arc steel plate, left arc steel plate are connected with right arc steel plate bottom through arc pressuring plate, arc Shape connecting plate bottom surface is provided with arc spacer;Left arc steel plate at the top of right arc steel plate through upper flat plate with being connected, provided with flat at the top of upper flat plate Pad;The one group of bail hole set in the axial direction is equipped with upper flat plate and flat shim;Left arc steel plate is provided with along axis side To one group of grab hole of setting;Grab hole is staggered with bail hole.
By adopting the above-described technical solution, the present invention is compared with prior art, the present invention solves existing timber structure bridge Panel poor durability, the shortcoming frequently changed is needed, reduce maintenance work amount and expense.Efficiently solved by arc spacer Abrasion of the floorings to cable wire and the bending damage problem to steel wire, extend the service life of bridge.Increased by connecting elements The strong globality of floorings and cable wire, improves roadability and security.Floorings are enable well by bail Adapt to the requirement of bridge floor deformation.The present invention is simple in construction, easy for installation, and floorings may be reused.
Brief description of the drawings
Fig. 1 is the structural representation of the present invention;
Fig. 2 is Fig. 1 three dimensional bottom view;
Fig. 3 is the partial enlarged drawing of left end steel pipe deck module in Fig. 2;
Fig. 4 is the partial enlarged drawing of middle steel pipe deck module in Fig. 2;
Fig. 5 is the partial enlarged drawing of right-hand member steel pipe deck module in Fig. 2;
Fig. 6 is the structural representation of common lower floor's steel pipe;
Fig. 7 is provided with lower floor's steel-tube construction schematic diagram in bail hole;
Fig. 8 is the structural representation that lower floor's steel pipe is connected with cable wire.
Marked in figure:Steel pipe deck module in the middle of 1- cable wires, 2- left end steel pipe deck modules, 3-, 4- right-hand member steel pipe bridges Face component, 5- screw rods, 6- connecting plates, 7- nuts, 8- upper stratas steel pipe, 9- lower floors steel pipe, the steel pipe that 10- upper stratas have more, 11- cards Nail, 12- bails hole, the steel pipe of 13- lower floors retraction, 14- grabs, 15- grabs hole, the steel pipe that 16- upper stratas are protruded, 17- lower floors dash forward Breach steel pipe under the steel pipe gone out, the steel pipe that 18- lower floors have more, 19-, 20- arc pressuring plates, 21- arc spacers, the left arc steel of 22- Plate, the right arc steel plates of 23-, 24- upper flat plates, 25- flat shims.
Embodiment
The present invention is described in further detail with reference to the accompanying drawings and examples, but not as to any of the present invention Limitation.
A kind of tubular type bridge floor horizontal drawing cable bridge of the present invention, as depicted in figs. 1 and 2, in order to see each component two ends Attachment structure, some middle steel pipe deck modules 3 that eliminate at Fig. 1 and Fig. 2 intervals are not drawn into, and are between actually each component Link together.Tubular type bridge floor horizontal drawing cable bridge includes being sequentially provided with from left to right on the cable wire 1 of one group of connection two sides, cable wire 1 One left end steel pipe deck module 2, one group of centre steel pipe deck module 3 and a right-hand member steel pipe deck module 4;Each steel pipe bridge Face component bottom is equipped with one group of screw rod 5, and screw rod 5 is connected through connecting plate 6 and nut 7 with cable wire 1.Left end steel pipe deck module 2 As shown in figure 3, formed by two layers of steel-pipe welding up and down, the quantity of upper strata steel pipe 8 than lower floor steel pipe more than 9 one, what upper strata had more Steel pipe 10 is located at the right side of upper strata steel pipe 8, and the bottom of steel pipe 10 that upper strata has more is welded with one group of bail 11 along steel pipe axis direction, Bail 11 is connected with the bail hole 12 on middle steel pipe deck module 3, and the position in bail hole 12 is corresponding with the position of bail 11;Under The right side of steel pipe 13 of layer retraction is provided with one group of one group of grab 14 welded along steel pipe axis direction, the position of grab 14 and bail 11 It is staggered;Grab 14 is connected with the grab hole 15 on middle steel pipe deck module 3;The position in grab hole and the position of grab 14 Correspondence.Middle steel pipe deck module 3 as shown in figure 4, two layers of steel-pipe welding is formed above and below quantity identical, upper strata steel pipe 8 to The right side is missed the distance of a diameter of steel tube and welded with lower floor steel pipe 9, and the bottom of steel pipe 16 that upper strata is protruded is welded along steel pipe axis direction The bail hole 12 being connected on one group of bail 11, the middle steel pipe deck module 3 adjacent with right side of bail 11 is connected, or with right side phase Bail hole 12 on adjacent right-hand member steel pipe deck module 4 is connected;The top of steel pipe 17 that lower floor protrudes is provided with along steel pipe axis direction Bail 11 on one group of bail hole 12, the middle steel pipe deck module 3 adjacent with left side of bail hole 12 is connected, or adjacent with left side Left end bridge steel pipe face component 2 on bail 11 connect, the position in bail hole 12 is corresponding with the position of bail 11;Lower floor's retraction The right side of steel pipe 13 is provided with one group of one group of grab 14 welded along steel pipe axis direction;Grab 14 and middle steel pipe deck module 3 or Grab hole 15 on right-hand member steel pipe deck module 4 is connected;The left side of steel pipe 17 that lower floor protrudes is provided with one group along steel pipe axis direction Grab hole 15, grab hole 15 is connected with the grab 14 on middle steel pipe deck module 3 or left end steel pipe deck module 2;Grab The position in hole 15 is corresponding with the position of grab 14.As shown in figure 5, right-hand member steel pipe deck module 4 by up and down two layers of steel-pipe welding and Into, lower floor's steel pipe 9 than upper strata steel pipe 8 quantity more than one, the steel pipe 18 that lower floor has more is located at the right side of lower floor's steel pipe 9, lower floor The top of steel pipe 18 having more is provided with one group of bail hole 12, bail hole 12 and middle steel pipe deck module 3 along steel pipe axis direction Bail 11 connect, the position in bail hole 12 is corresponding with the position of bail 11;The left side of steel pipe 18 that lower floor has more is provided with one group of edge The grab hole 15 in steel pipe axis direction, grab hole 15 is connected with the grab 14 on middle steel pipe deck module 3;Grab hole 15 and card The position in bail hole 12 is staggered;The position in grab hole 15 is corresponding with the position of grab 14.Upper strata steel pipe 8 is standard round steel Pipe.Lower floor's steel pipe 9 is as shown in fig. 6, be chapped pipe, including lower breach steel pipe 19, the breach two ends warp of lower breach steel pipe 19 Arc pressuring plate 20 is connected, and the bottom surface of arc pressuring plate 20 is provided with arc spacer 21.What the steel pipe 17 and lower floor that lower floor protrudes had more Steel pipe 18 is as shown in fig. 7, be chapped pipe, including symmetrical left arc steel plate 22 and right arc steel plate 23, left arc steel plate 22 It is connected with the right bottom of arc steel plate 23 through arc pressuring plate 20, the bottom surface of arc pressuring plate 20 is provided with arc spacer 21;Left arc steel plate 22 It is connected with the right top of arc steel plate 23 through upper flat plate 24, the top of upper flat plate 24 is provided with flat shim 25;On upper flat plate 24 and flat shim 25 It is equipped with the one group of bail hole 12 set in the axial direction;Left arc steel plate 22 is provided with the one group of grab hole set in the axial direction 15;Grab hole 15 is staggered with bail hole 12.
Embodiment 1
This is made up of side by side for example shown in Fig. 1~Fig. 8 a number of standard steel pipe and chapped pipe.Standard steel pipe is made For upper strata steel pipe 8, chapped pipe is used as lower floor's steel pipe 9.Some standard steel pipe chain intermittent welds are as bridge floor into a plane The center of circle of all standard steel pipes is respectively positioned on straight line from cross section.Chapped pipe is connected with cable wire 1.Chapped pipe point For two kinds, a kind of is to be located at module edge, it is necessary to be connected with adjacent component, being had more such as the steel pipe 17 of lower floor's protrusion and lower floor Steel pipe 18, another be located in the middle part of component, remaining lower floor's steel pipe 9 without the adjacent component connection with being connected.Remaining lower floor Steel pipe 9 includes lower breach steel pipe 19 and arc pressuring plate 20, and from cross section, the diameter of lower breach steel pipe 19 is smaller, arc Connecting plate 20 is relatively large in diameter.The steel pipe 17 and the steel pipe 18 that has more of lower floor that lower floor protrudes include upper flat plate 24, symmetrical Left arc steel plate 22 and right arc steel plate 23 and arc pressuring plate 20, from cross section, symmetrical left arc steel plate 22 and right arc The diameter of steel plate 23 is equal with lower breach steel pipe 19.The steel pipe 17 or the steel pipe 18 that has more of lower floor that lower floor protrudes with some remaining The steel pipe 18 that the chain intermittent weld of lower floor's steel pipe 9 has more into a plane, i.e., the steel pipe 17 or lower floor protruded from cross section Shang Kan lower floors The centers of circle of the center of circle and other remaining lower floor's steel pipes 9 be respectively positioned on straight line, and the steel pipe 17 that protrudes of lower floor or lower floor have more Steel pipe 18 be in tip position.Diameter, wall thickness, identical length of standard steel pipe and chapped pipe etc..Standard steel pipe is placed in different On shape steel pipe, and the position for the pipe shaft that mutually staggers from cross section, make standard steel pipe with above and below the formation of lower floor's steel pipe 9 One-to-one relation, and be welded to each other.Bail 11 is welded on the bottom of the standard steel pipe of most termination, and its quantity is 2~4. Upper flat plate 24 is reserved with bail hole 12, and its quantity, position, size and bail 11 are adapted.Screw rod 5 is respectively welded at two ends second The bottom of root chapped pipe, it is preferred that bottom two screw rods 5 of correspondence of a chapped pipe.Flat shim 25 is located at upper flat plate 24 Top, its planar dimension is identical with upper flat plate 24.Arc spacer 21 is located at the bottom of arc pressuring plate 20, its planar dimension with Arc pressuring plate 20 is identical.A kind of horizontal drawing cable bridge bridge floor implementation steps of the present invention are as follows:
By multiple above-mentioned tubular type floorings unidirectional arrays, and it is layed on cable wire 1, forms a kind of horizontal drawing cable bridge of the present invention Bridge floor.The arrangement of above-mentioned tubular type floorings is using the scope of two adjacent stable beams on horizontal drawing cable bridge as a unit block;Often Individual unit block two ends abut the steel pipe 10 that increase by one standard steel pipe, i.e. upper strata have more on the tubular type floorings for stablizing beam, or The steel pipe 18 that the steel pipe 17 and lower floor that lower floor protrudes have more.The bail 11 of each module unit component is caught in adjacent cells component Bail hole 12, so that vertical or horizontal displacement will not occur each other for all tubular type floorings.Connecting plate 6 is inserted in spiral shell Bar 5 makes in the space that cable wire 1 is between above-mentioned tubular type floorings and connecting plate 6, and by tightening nut 7, makes above-mentioned tubular type Floorings are able to be fixed on cable wire 1.The horizontal drawing cable bridge bridge floor of this example is double-tube type bridge floor.
Embodiment 2
This is for example shown in Fig. 1~Fig. 8, and all bails 11 in embodiment are replaced with into grab 14, while by all cards Nail 12 is replaced with grab hole 15 and constitutes embodiment 2.Because the shape of grab 14 is different from bail 11, the shape in corresponding grab hole 15 Shape also should be corresponding.
Embodiment 3
The connector of embodiment 1 is bail 11, and the connector of embodiment 2 is grab 14, when it is implemented, can also be two kinds Connector is used simultaneously, can be used as embodiment 3.
It is the concrete application example of the present invention above, the present invention also has others embodiments, all use equivalent substitutions Or the technical scheme of equivalent transformation formation, it is within the protection domain of the invention asked.

Claims (8)

1. a kind of tubular type bridge floor horizontal drawing cable bridge, includes the cable wire of one group of connection two sides(1), it is characterised in that:Cable wire(1)On from a left side A left end steel pipe deck module is sequentially provided with to the right side(2), steel pipe deck module in the middle of one group(3)With a right-hand member steel pipe bridge floor Component(4);Each steel pipe deck module bottom is equipped with one group of screw rod(5), screw rod(5)Through connecting plate(6)And nut(7)With steel Rope(1)Connection.
2. tubular type bridge floor horizontal drawing cable bridge according to claim 1, it is characterised in that:The left end steel pipe deck module(2)By Two layers of steel-pipe welding is formed up and down, upper strata steel pipe(8)Quantity than lower floor steel pipe(9)Many one, the steel pipe that upper strata has more(10) Positioned at upper strata steel pipe(8)Right side, the steel pipe that upper strata has more(10)Bottom is welded with one group of bail along steel pipe axis direction(11), Bail(11)With middle steel pipe deck module(3)On bail hole(12)Connection, bail hole(12)Position and bail(11)'s Position correspondence;The steel pipe of lower floor's retraction(13)Right side is provided with one group of one group of grab welded along steel pipe axis direction(14), grab (14)With bail(11)Position be staggered;Grab(14)With middle steel pipe deck module(3)On grab hole(15)Connection; The position in grab hole and grab(14)Position correspondence.
3. tubular type bridge floor horizontal drawing cable bridge according to claim 1, it is characterised in that:The middle steel pipe deck module(3)By Two layers of steel-pipe welding is formed above and below quantity identical, upper strata steel pipe(8)The distance and lower floor's steel of a diameter of steel tube are missed to the right Pipe(9)Welding, the steel pipe that upper strata is protruded(16)Bottom is welded with one group of bail along steel pipe axis direction(11), bail(11)With the right side The adjacent middle steel pipe deck module in side(3)On bail hole(12)Connection, or the right-hand member steel pipe deck module adjacent with right side (4)On bail hole(12)Connection;The steel pipe that lower floor protrudes(17)Top is along steel pipe axis direction provided with one group of bail hole(12), Bail hole(12)The middle steel pipe deck module adjacent with left side(3)On bail(11)Connection, or the left end adjacent with left side Bridge steel pipe face component(2)On bail(11)Connection, bail hole(12)Position and bail(11)Position correspondence;Lower floor is retracted Steel pipe(13)Right side is provided with one group of one group of grab welded along steel pipe axis direction(14);Grab(14)With middle steel pipe bridge floor Component(3)Or right-hand member steel pipe deck module(4)On grab hole(15)Connection;The steel pipe that lower floor protrudes(17)Left side is provided with one group Along the grab hole in steel pipe axis direction(15), grab hole(15)With middle steel pipe deck module(3)Or left end steel pipe deck module (2)On grab(14)Connection;Grab hole(15)Position and grab(14)Position correspondence.
4. tubular type bridge floor horizontal drawing cable bridge according to claim 1, it is characterised in that:The right-hand member steel pipe deck module(4)By Two layers of steel-pipe welding is formed up and down, lower floor's steel pipe(9)Than upper strata steel pipe(8)Many one of quantity, the steel pipe that lower floor has more(18) Positioned at lower floor's steel pipe(9)Right side, the steel pipe that lower floor has more(18)Top is along steel pipe axis direction provided with one group of bail hole(12), Bail hole(12)With middle steel pipe deck module(3)On bail(11)Connection, bail hole(12)Position and bail(11)'s Position correspondence;The steel pipe that lower floor has more(18)Left side is provided with one group of grab hole along steel pipe axis direction(15), grab hole(15) With middle steel pipe deck module(3)On grab(14)Connection;Grab hole(15)With card bail hole(12)Position be staggered; Grab hole(15)Position and grab(14)Position correspondence.
5. the tubular type bridge floor horizontal drawing cable bridge according to claim 2,3 or 4, it is characterised in that:The upper strata steel pipe(8)It is mark Director circle steel pipe.
6. the tubular type bridge floor horizontal drawing cable bridge according to claim 2,3 or 4, it is characterised in that:Lower floor's steel pipe(9)It is different Shape steel pipe, including lower breach steel pipe(19), lower breach steel pipe(19)Breach two ends through arc pressuring plate(20)Connection, arc connects Fishplate bar(20)Bottom surface is provided with arc spacer(21).
7. tubular type bridge floor horizontal drawing cable bridge according to claim 3, it is characterised in that:The steel pipe that the lower floor protrudes(17)To be different Shape steel pipe, including symmetrical left arc steel plate(22)With right arc steel plate(23), left arc steel plate(22)With right arc steel plate(23)Bottom Portion is through arc pressuring plate(20)Connection, arc pressuring plate(20)Bottom surface is provided with arc spacer(21);Left arc steel plate(22)With right arc Steel plate(23)Top is through upper flat plate(24)Connection, upper flat plate(24)Top is provided with flat shim(25);Upper flat plate(24)And flat shim (25)On be equipped with the one group of bail hole set in the axial direction(12);Left arc steel plate(22)Provided with what is set in the axial direction One group of grab hole(15);Grab hole(15)With bail hole(12)It is staggered.
8. tubular type bridge floor horizontal drawing cable bridge according to claim 4, it is characterised in that:The steel pipe that the lower floor has more(18)To be different Shape steel pipe, including symmetrical left arc steel plate(22)With right arc steel plate(23), left arc steel plate(22)With right arc steel plate(23)Bottom Portion is through arc pressuring plate(20)Connection, arc pressuring plate(20)Bottom surface is provided with arc spacer(21);Left arc steel plate(22)With right arc Steel plate(23)Top is through upper flat plate(24)Connection, upper flat plate(24)Top is provided with flat shim(25);Upper flat plate(24)And flat shim (25)On be equipped with the one group of bail hole set in the axial direction(12);Left arc steel plate(22)Provided with what is set in the axial direction One group of grab hole(15);Grab hole(15)With bail hole(12)It is staggered.
CN201610536224.3A 2016-07-10 2016-07-10 A kind of tubular type bridge floor horizontal drawing cable bridge Active CN105970792B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610536224.3A CN105970792B (en) 2016-07-10 2016-07-10 A kind of tubular type bridge floor horizontal drawing cable bridge

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Application Number Priority Date Filing Date Title
CN201610536224.3A CN105970792B (en) 2016-07-10 2016-07-10 A kind of tubular type bridge floor horizontal drawing cable bridge

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CN105970792B true CN105970792B (en) 2017-10-27

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Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07150521A (en) * 1993-11-26 1995-06-13 Achilles Corp Foaming core for light-weight reinforced concrete roadbed
KR20040041231A (en) * 2002-11-09 2004-05-17 신승호 Apparatus &structure floating bridge for hdpe pipe use
CN201567522U (en) * 2009-11-02 2010-09-01 黄灿光 Energy-accumulating bridge
CN202989775U (en) * 2012-12-18 2013-06-12 中国水电顾问集团贵阳勘测设计研究院 A bridge deck structure for a flatwise tensile rope bridge
CN103726440B (en) * 2014-01-03 2016-03-16 东南大学 A kind of pipe web grider and preparation method thereof
CN103774543B (en) * 2014-02-14 2015-12-09 王新民 A kind of deck type rope arch combination bridge
CN205804141U (en) * 2016-07-10 2016-12-14 中国电建集团贵阳勘测设计研究院有限公司 A kind of tubular type bridge floor horizontal drawing cable bridge

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