CN101660291A - Open-web continuous rigid frame bridge structure and method for casting and constructing inclined hanging basket - Google Patents
Open-web continuous rigid frame bridge structure and method for casting and constructing inclined hanging basket Download PDFInfo
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Abstract
The invention discloses an open-web continuous rigid frame bridge structure and a method for casting and constructing an inclined hanging basket. The method comprises the following steps: firstly, digging an open web on a root area to separate a beam body at the root area into an upper chord and a lower chord; and selecting a main span; secondly, selecting the total height of the root; thirdly, selecting the height of a closed web type beam section and selecting the length of a closed web type beam section at the junction of the upper chord and the lower chord; fourthly, selecting the height of a chord bean section, wherein the height is selected from the length of a digging area; fifthly, selecting the height of a lower chord beam section, wherein the height is selected from the length ofthe main span, and the lower edge of the lower chord and the lower edge of the closed web beam section continuously change in a curve mode; sixthly, symmetrically constructing a lower chord section by adopting an inclined hanging basket cantilever casting method and symmetrically constructing an upper chord section by a bracket method until the upper chord and the lower chord are closed to form astable triangular force system; and seventhly, constructing various sections of the closed web type bean sections by a cantilever and finishing the construction. The open-web continuous rigid frame bridge structure has simple structure, stability and reliability and improves the span capability of large bridges and the engineering economy.
Description
Technical field
The present invention relates to a kind of civil engineering bridge technology field that is used for, the method that more specifically relates to a kind of structure of open-web continuous rigid frame bridge beam, the method that also relates to a kind of inclination Hanging Basket casting and constructing of open-web continuous rigid frame bridge beam simultaneously, under the essentially identical prerequisite of construction requirement, durability characteristics of maintenance and general continuous rigid frame bridge, realized a kind of new bridge pattern that possesses bigger span ability and Geng Jia economy.
Background technology
Bridge is in highway, railway, urban road and country road and the water conservancy construction, in order to cross over the works of various obstacles (as river or other structure).Divide by structure feature, bridge can be divided into beam, arch, rigid frame, hang and combined system.Concrete structure mainly adopts beam, arch, rigid frame system.Prestressed concrete continuous rigid-framed bridge is a kind of basic bridge type of Longspan Bridge, and it possesses following three characteristics: (1) main pier adopts the pier beam consolidation, forms the swing support system thereby main pier possesses certain flexibility; (2) superstructure still has the loading characteristic of continuous beam, and structure section is generally the case beam, the case depth of beam with stride the footpath ratio, root is 1/16～1/18, span centre is 1/30～1/60; (3) superstructure adopts cantilever construction, and the pier beam consolidation saves large-scale bearing.
The Technological Economy of traditional prestressed concrete continuous rigid-framed bridge is suitable for strides the footpath about 60～200m, when striding the footpath above 200m, be prone to defectives such as span centre downwarp, beam body deformability, cracking, had a strong impact on the application life and the durability of bridge, limited the span ability of this bridge type.At present, how domestic and international research person starts with from the material aspect for the span ability that improves continuous rigid frame bridge: the maximum Norway stolma bridge in footpath is striden in the world, main span footpath 301m, and span centre 184m case beam adopts the LC60 light weight concrete construction; China's Chongqing slabstone slope bridge, main span footpath 330m, span centre 103m section adopts steel case beam.Because there are gap in China's material, construction, administrative skill, adopt girder steel to be limited by traffic condition again, the technological progress stagnation of continuous rigid frame bridge.
On the whole, the main deficiency of traditional prestressed concrete continuous rigid-framed bridge is: (1) span ability is little, and stock utilization is lower, when striding the footpath greater than 200m, and impatient acute deterioration of engineering economy; (2) structural bearing efficient is low, when being applied to stride the footpath greater than the 200m bridge, is prone to cracking, downwarp problem, and technical risk increases, the safety of structure and durability deterioration; (3) superstructure weight is big, causes bridge pier, basic stress big, the ability of opposing earthquake.
Summary of the invention
The objective of the invention is to be to provide a kind of method of structure of open-web continuous rigid frame bridge beam, method is simple, easy to operate, simple in structure, sound construction is reliable, span ability is strong, and the footpath of striding that solves conventional continuous rigid frame bridge is difficult to reach or surpass 200 meters problem, realizes a kind of novel bridge construction form.
Another object of the present invention is the method that has been to provide a kind of inclination Hanging Basket casting and constructing of open-web continuous rigid frame bridge beam, and method is simple, and is easy to operate, is connected well with traditional job practices, is convenient to quality control.
To achieve these goals, the present invention adopts following technical measures:
A kind of form of structure of open-web continuous rigid frame bridge beam comprises: the root web hollows out, and constitutes open web type bridge system and stress characteristic.
1, open web type bridge system
If the footpath (two-phase is faced the distance between the bridge pier) of striding of bridge is L, then the length (lower edge horizontal length) of part is desirable on an empty stomach
(1/4～1/6)L
Wherein, stride footpath L and be generally 150～350m.
Stride the open-web continuous rigid frame bridge beam, its structure primary structure such as Fig. 1 for one typical three.Similar with traditional continuous rigid frame, a plurality of main spans that equate or do not wait can be arranged.
The lower edge root is desirable to the back overall height
(1/7～1/9)L
Wherein, stride footpath L and be generally 100～350m.
For convenience of cantilever construction, the maximum angle of lower edge and horizontal plane is controlled at and is not more than 30～35 degree.
For make the solid web girder section on stressed with the open web type smooth-going transition in zone, lower edge lower edge and solid web girder section lower edge are pressed the full curve variation, as secondary or parabola of higher degree, catenary or other etc.
2, stress characteristic
The stress characteristic of open-web continuous rigid frame bridge beam is:
1) hollows out by web, strengthen the root overall height, improve the rigidity of structure of root interval;
2) root area of knockout, it is stressed into stretch bending to wind up, and lower edge is stressed for bending; Lower edge pressure is born by concrete, and the pulling force that winds up is born by prestressed strand; The relative top chord section size of lower edge is big, rigidity is big;
3) by rationally determining the upper and lower flat-sawn face of triangle area of knockout, make the real abdomen formula of span centre section and traditional cantilever construction continuous rigid frame bridge of quite striding the footpath of deducting area of knockout length stressed quite;
4) wind up, lower edge converge form firm triangle stress system before, lower edge, button steel-hanging rope constitute the T body system of a balance under the deadweight effect with pier stud, upper and lower string weight, construction imposed load are all by lower edge and detain steel-hanging rope and bear;
5) before construction closure section, wind up, lower edge, real abdomen formula section be with pier stud, the T body that constitutes a balance under the deadweight effect is;
6) structure has beam-encircle combination stressed characteristics on the full-bridge: real abdomen formula section is the stressed of beam; Root is by hollowing out, lower edge for arch stressed, wind up and bear pulling force by prestressed strand; By increasing the root overall height, improved the efficient of structure stress;
A kind of enforcement of form of structure of open-web continuous rigid frame bridge beam comprises:
1, rationally determines root web area of knockout length
The force request of the force request when root web area of knockout length will be according to the lower edge cantilever construction, Cheng Qiaohou lower edge compressive stress, the real abdomen formula of span centre section is taken all factors into consideration, be optimized according to mechanical calculation, generally get and stride 1/4～1/6 of footpath L (two-phase is faced the distance between the bridge pier).
2, rationally determine root overall height and each section deck-molding
The lower edge root is to the height of back---be the root overall height, generally get and stride 1/7～1/9 of footpath L (two-phase is faced the distance between the bridge pier) that for convenience of the lower edge cantilever construction, the inclination angle of lower edge is not more than 30～35 degree.
1/15～1/18 of the desirable real abdomen formula section length of maximum deck-molding of real abdomen formula section, span centre deck-molding are got and are striden 1/40～1/70 of footpath L (two-phase is faced the distance between the bridge pier).
3, sections is divided
According to the ability of cantilever construction, divide sections; Sections weight balanced, the cantilever left and right sides that sections is wanted should equate, balance.
4, the program by the sections construction checks
Construction sequence according to design, the stage of pursuing checks, until the checking computations of each loading operating mode of Cheng Qiaohou, mechanical calculation can adopt finite element theory and software (as Midas, TDV, Ansys, bridge doctor, GQJS etc.) to carry out with checking computations, and disposes corresponding prestressed strand (muscle).All designs all should be satisfied corresponding bridge design, job specfication with checking computations.
A kind of form of structure of open-web continuous rigid frame bridge beam comprises: binder, lower edge between basis, cushion cap, pier stud, pier, wind up, real abdomen formula beam section, span centre closure section, end bay closure section, abutment pier beam section, pier back timber section.
Its annexation is: basis instrument is in the suitable ground layer of the following engineering geology in the face of land, cushion cap is positioned on the basis basic top is connected into integral body, pier stud is arranged on the cushion cap, establish pier back timber section at the pier stud top, at pier stud and lower edge intersection location binder between pier is set, lower edge, wind up and pier stud constitutes triangular truss, lower edge, wind up concourse and real abdomen formula beam section are joined, connect the real abdomen formula beam section of facing the pier cantilever construction mutually by span centre closure section, connect the real abdomen formula beam section and the abutment pier beam section of cantilever construction by end bay closure section.
A kind of method of inclination Hanging Basket casting and constructing of open-web continuous rigid frame bridge girder construction comprises: inclination Hanging Basket symmetry cast lower edge and the integrated poured method of winding up of support, by the symmetrical free cantilever casting of the sections common real abdomen section method of constructing.
1, inclination Hanging Basket symmetry cast lower edge and the integrated poured method of winding up of support
From the pier stud root, adopt Hanging Basket cast two ends lower edge sections simultaneously, treat that lower edge sections concrete reaches the (length of time of regulation and stipulation in the length of time of permission, as 7 days) and the label (intensity of regulation and stipulation, as 90%) after, stretch-draw prestressing force and button steel-hanging rope are all finished until lower edge; During this period, Hanging Basket is installed and is tilted to walk and move at completed lower edge end face;
Tear open and move Hanging Basket to Dun Ding;
At the lower edge of having finished, mounting bracket, integral body or step pouring all wind up;
Mobile Hanging Basket is poured into a mould upper and lower string and is converged sections (first real abdomen formula girder segment) concrete, thereby finish the construction of root area of knockout and enter common real abdomen formula girder segment cantilever construction to the completed beam-ends that winds up;
Before upper and lower string converged the firm triangle stress system of formation, upper and lower string total weight, construction imposed load were all born by lower edge and button steel-hanging rope;
By sections dead weight balance or apply additional balance weight, make structure keep balance.
2, by the sections symmetry free cantilever casting common real abdomen section method of constructing
Adopting Hanging Basket to pour into a mould real uromere section is that span centre closure section and the end bay closure section between the T body system faced in construction at last mutually, thereby finishes the construction of whole beam body until finishing whole T body.
A kind of method of inclination Hanging Basket casting and constructing of open-web continuous rigid frame bridge girder construction comprises: Hanging Basket, support, the template of winding up, lower edge template, preceding suspension rod, rear suspension bar, the sections that winds up, lower edge sections, button steel-hanging rope.
Its annexation is: the Hanging Basket anchoring is suspended on the leading portion beam section of having constructed and can advances piecemeal, support is arranged on the lower edge of having constructed, the template of winding up is arranged on the support, the lower edge template by preceding suspension rod be suspended on the Hanging Basket front beam, by the rear suspension bar anchor in the lower edge beam section of constructing, on the template of winding up, pour into a mould the sections concrete that winds up, pour down the chord joint section concrete at lower edge template top-pour, the button steel-hanging rope connects lower edge and pier stud.
The present invention has the following advantages and effect: 1) under the prerequisite that keeps traditional material (C50～C60 concrete), traditional construction technology (free cantilever casting construction technology), improve the continuous rigid frame bridge span and get over ability 40～60%, make the technology of free cantilever casting construction continuous rigid frame bridge, the economic and practical footpath of striding reach 300～350m; 2) improve structural bearing efficient, in striding footpath 200～300m scope, traditional relatively real abdomen formula structure has better engineering economy.
Description of drawings
Fig. 1 is a kind of structural representation of open-web continuous rigid frame bridge beam;
Fig. 2 cooperates schematic diagram for Fig. 1, and the sectional schematic diagram that winds up with lower edge is shown;
Fig. 3 is that a kind of construction sections of open-web continuous rigid frame bridge beam is divided schematic diagram;
Fig. 4 cooperates schematic diagram for Fig. 3;
Fig. 5 is a kind of inclination Hanging Basket casting and constructing schematic diagram of open-web continuous rigid frame bridge beam;
Fig. 6 cooperates schematic diagram for Fig. 5;
Fig. 7 cooperates schematic diagram for Fig. 5, and wherein button extension steel Shu Wei shows;
Fig. 8 cooperates schematic diagram for Fig. 5, and wherein button extension steel Shu Wei shows;
Fig. 9 cooperates schematic diagram for Fig. 5;
Wherein: the 1-face of land, 2A, 2B-basis, 3A, 3B-cushion cap, 4A, 4B-pier stud, binder between 5A, 5B-pier, 6A1,6A2,6B1,6B2-lower edge, 7A1,7A2,7B1,7B2-wind up, 8A1,8A2, the real abdomen formula of 8B1,8B2-beam section, 9-span centre closure section, 10A, 10B-end bay closure section, 11A, 11B-abutment pier beam section, the real abdomen formula of 12-girder segment, 13-lower edge sections, the 14-sections that winds up, the 15-Hanging Basket, 16-winds up or real abdomen formula girder segment template, 17-lower edge template, suspension rod before the 18-, the 19-rear suspension bar, 20-pier back timber section, 21-detains steel-hanging rope, 22-support.
The specific embodiment
A kind of enforcement of form of structure of open-web continuous rigid frame bridge beam comprises:
A, rationally determine the length of lower edge 6A1,6A2,6B1,6B2
The force request of the force request when lower edge 6A1,6A2,6B1,6B2 length will be according to the lower edge cantilever constructions, Cheng Qiaohou lower edge compressive stress, the real abdomen formula of span centre section is taken all factors into consideration, be optimized according to mechanical calculation, generally get and stride 1/4～1/6 of footpath L (two-phase is faced the distance between the bridge pier).
B, rationally determine root overall height and each section deck-molding
Lower edge 6A1,6A2,6B1,6B2 root are to height---the root overall height of back, generally get and stride 1/7～1/9 of footpath L (two-phase is faced the distance between the bridge pier), in order to make lower edge 6A1,6A2,6B1,6B2 be convenient to cantilever construction, the inclination maximum of lower edge 6A1,6A2,6B1,6B2 is not more than 30～35 degree.
1/15～1/18 of the desirable real abdomen formula section length of maximum deck-molding of real abdomen formula beam section 8A1,8A2,8B1,8B2, the span centre deck-molding is got and is striden 1/40～1/70 of footpath L (two-phase is faced the distance between the bridge pier).
C, sections are divided
According to the ability of free cantilever casting Hanging Basket, template, divide sections; Sections weight balanced, the cantilever left and right sides that sections is wanted should equate, balance.
D, the program of constructing by sections check
Construction sequence according to design, the stage of pursuing checks, checking computations until each loading operating mode of Cheng Qiaohou, mechanical calculation can adopt finite element theory and commercially available software (as Midas, TDV, Ansys, bridge doctor, GQJS etc.) to carry out with checking computations, and disposes corresponding prestressed strand (muscle).All designs all should be satisfied corresponding bridge design, job specfication with checking computations.
A kind of structure of open-web continuous rigid frame bridge beam, this structure comprises: the face of land 1, basis 2A, 2B, cushion cap 3A, 3B, pier stud 4A, 4B, binder 5A between pier, 5B, lower edge 6A1,6A2,6B1,6B2,7A1 winds up, 7A2,7B1,7B2, real abdomen formula beam section 8A1,8A2,8B1,8B2, span centre closure section 9, end bay closure section 10A, 10B, abutment pier beam section 11A, 11B, pier back timber section 20, it is characterized in that: basic 2A, 2B is arranged in the ground layer of the following engineering geology in the face of land, cushion cap 3A, 3B is positioned at basic 2A, on the 2B with basic 2A, the 2B top connects into integral body, pier stud 4A, 4B is arranged on cushion cap 3A, on the 3B, at pier stud 4A, 4B establishes at the top pier back timber section 20, at pier stud 4A, 4B and lower edge 6A1,6A2,6B1, the 6B2 intersection location is provided with binder 5A between pier, 5B, lower edge 6A1,6A2,6B1,6B2,7A1 winds up, 7A2,7B1,7B2 and pier stud 4A, 4B constitutes triangular truss, lower edge 6A1,6A2,6B1,6B2,7A1 winds up, 7A2,7B1,7B2 concourse and real abdomen formula beam section 8A1,8A2,8B1,8B2 joins, connect the real abdomen formula beam section 8A1 that faces the pier cantilever construction mutually by span centre closure section 9,8A2,8B1,8B2, by end bay closure section 10A, 10B connects the real abdomen formula beam section 8A1 of cantilever construction, 8A2,8B1,8B2 and abutment pier beam section 11A, 11B, lower edge 6A1,6A2,6B1, the inclination maximum of 6B2 is less than 30～35 degree, lower edge 6A1,6A2,6B1,6B2 and real abdomen formula beam section 8A1,8A2,8B1, the 8B2 lower edge is by unified curvilinear motion, and the relative top chord section size of lower edge is bigger;
A kind of enforcement of inclination Hanging Basket casting construction method of open-web continuous rigid frame bridge beam comprises:
A. basic 2A, 2B, cushion cap 3A, 3B, pier stud 4A, 4B construct;
B. set up the pier ceiling hold, binder 5A, 5B and pier back timber section 20 between the cast pier;
C. the construction of each pier cantilever T
A) every pier lower edge is installed a pair of Hanging Basket 15;
B) lower edge template 17 is installed, cast lower edge sections 13 concrete;
C) treat that lower edge sections 13 concrete reach permission length of time (length of time of regulation and stipulation was as 7 days), or concrete grade reaches permission label (label of regulation and stipulation is as 90%), stretch-draw prestressing force steel bundle, symmetrical stretch-draw button is hung steel bundle 21;
D) two ends, left and right sides Hanging Basket 15 moves forward to completed lower edge beam-ends;
E) repeat b)～d), until finishing lower edge bracketed part casting and constructing; Tear open and move Hanging Basket to completed pier back timber section 20;
F) mounting bracket 22 on completed lower edge 13 is installed the template 16 of winding up, integrated poured sections 14 concrete that all wind up;
G) sections 14 concrete of waiting to wind up reach permission length of time (length of time of regulation and stipulation was as 7 days), or concrete grade reaches permission label (label of regulation and stipulation is as 90%), the stretch-draw sections prestressed strand that winds up;
H) mobile Hanging Basket is installed lower edge template 17 to the completed beam-ends that winds up, and pours into a mould upper and lower string and converges sections (first real abdomen formula girder segment 12) concrete, thereby finish the construction of root area of knockout and enter common real abdomen formula girder segment cantilever construction;
I) two ends, left and right sides Hanging Basket moves forward to completed beam-ends;
J) lower edge template 17 is installed, pours into a mould real abdomen formula girder segment 12 concrete;
K) treat real abdomen formula girder segment 12 concrete reach the permission length of time (length of time of regulation and stipulation was as 7 days), or concrete grade reach the permission label (label of regulation and stipulation is as 90%), stretch-draw prestressing force steel bundle;
L) repeat i)～k), finish real abdomen formula girder segment 12 cantilever constructions, finish the construction of cantilever T, striking 22 at the appropriate time;
D., abutment pier beam section cast support is installed, cast abutment pier beam section 11A, 11B;
E., end bay closure section suspension bracket or support are installed, cast end bay closure section 10A, 10B, stretch-draw end bay closure prestressed strand;
F., span centre closure section suspension bracket is installed, closure section 9 in the casting bay, stretch-draw span centre closure prestressed strand;
G. remove button and hang steel bundle 21, finish bridge deck, other parts construction, finish bridge construction.
Claims (3)
1, the method for a kind of structure of open-web continuous rigid frame bridge beam and inclination Hanging Basket casting and constructing, it comprises the following steps:
A. determine the length of root web area of knockout:
The length of root web area of knockout, during according to the lower edge cantilever construction stressed, the Cheng Qiaohou lower edge is stressed, the force request of the real abdomen formula of span centre section is taken all factors into consideration, and carries out according to mechanical calculation, get and stride footpath L: two-phase is faced 1/4～1/6 of distance between the bridge pier;
B. determine root overall height and each section deck-molding:
The lower edge root is to the height of back, i.e. root overall height is got and striden footpath L: two-phase is faced 1/7～1/9 of distance between the bridge pier, and in order to make lower edge make things convenient for cantilever construction, the inclination maximum of lower edge is not more than 30～35 degree;
The height of the beam section of winding up is got 1/10～1/15 of area of knockout length; The height of lower edge beam section is got and striden footpath L: two-phase is faced 1/40～1/50 of distance between the bridge pier;
The deck-molding of real abdomen formula section, upper and lower string concourse height is got 1/15～1/18 of real abdomen formula section length, and the span centre deck-molding is got and striden footpath L: two-phase is faced 1/40～1/70 of distance between the bridge pier;
C. sections is divided:
According to the cantilever construction ability, divide sections; Sections weight balanced, the cantilever left and right sides that sections is wanted should equate, balance;
D. the program by the sections construction checks:
Construction sequence according to design, check by the stage, until the checking computations of each loading operating mode of Cheng Qiaohou, mechanical calculation adopts finite element theory and software to carry out with checking computations, and dispose corresponding prestressed strand, all designs all should be satisfied corresponding bridge design, job specfication with checking computations;
2, the structure of a kind of open-web continuous rigid frame bridge beam according to claim 1, this structure comprises: the face of land (1), basis (2A, 2B), cushion cap (3A, 3B), pier stud (4A, 4B), binder (5A between pier, 5B), lower edge (6A1,6A2,6B1,6B2), (7A1 winds up, 7A2,7B1,7B2), real abdomen formula beam section (8A1,8A2,8B1,8B2), span centre closure section (9), end bay closure section (10A, 10B), abutment pier beam section (11A, 11B), pier back timber section (20), it is characterized in that: basis (2A, 2B) be arranged in the ground layer of the following engineering geology in the face of land, cushion cap (3A, 3B) be positioned at basis (2A, 2B) with basis (2A, 2B) top connects into integral body, pier stud (4A, 4B) be arranged on cushion cap (3A, 3B), at pier stud (4A, 4B) pier back timber section (20) is established at the top, at pier stud (4A, 4B) with lower edge (6A1,6A2,6B1,6B2) intersection location is provided with binder (5A between pier, 5B), lower edge (6A1,6A2,6B1,6B2), (7A1 winds up, 7A2,7B1,7B2) with pier stud (4A, 4B) constitute triangular truss, lower edge (6A1,6A2,6B1,6B2), (7A1 winds up, 7A2,7B1,7B2) concourse and real abdomen formula beam section (8A1,8A2,8B1,8B2) join, connect the real abdomen formula beam section (8A1 that faces the pier cantilever construction mutually by span centre closure section (9), 8A2,8B1,8B2), by end bay closure section (10A, 10B) the real abdomen formula beam section (8A1 of connection cantilever construction, 8A2,8B1,8B2) with abutment pier beam section (11A, 11B), lower edge (6A1,6A2,6B1, inclination maximum 6B2) is less than 30～35 degree.
3, a kind of method of inclination Hanging Basket casting and constructing of the structure that realizes the described open-web continuous rigid frame bridge beam of claim 1, it comprises the following steps:
A. construction basis (2A, 2B), cushion cap (3A, 3B), pier stud (4A, 4B);
B. set up the pier ceiling hold, binder (5A, 5B) and pier back timber section (20) between the cast pier;
C. the construction of each pier cantilever T
A) every pier lower edge is installed a pair of Hanging Basket (15);
B) lower edge template (17) is installed, cast lower edge sections (13) concrete;
C) treat that lower edge sections (13) concrete reaches permission length of time, or concrete grade reaches the permission label, stretch-draw prestressing force steel bundle, symmetrical stretch-draw button is hung steel bundle (21);
D) two ends, left and right sides Hanging Basket (15) moves forward to completed lower edge beam-ends;
E) repeat b)～d), move Hanging Basket to completed pier back timber section (20) until finishing lower edge bracketed part casting and constructing, tearing open;
F) go up mounting bracket at completed lower edge (13), the template (16) of winding up is installed, integral body or step pouring sections (14) concrete that all winds up;
G) sections to be winded up (14) concrete reaches permission length of time, or concrete grade reaches the permission label, the stretch-draw sections prestressed strand that winds up;
H) mobile Hanging Basket is to the completed beam-ends that winds up, lower edge template (17) is installed, pour into a mould upper and lower string and converge sections (first real abdomen formula girder segment (12)) concrete, thereby finish the construction of root area of knockout and enter common real abdomen formula girder segment cantilever construction;
I) two ends, left and right sides Hanging Basket moves forward to completed beam-ends;
J) lower edge template (17) is installed, pours into a mould real abdomen formula girder segment (12) concrete;
K) treat that real abdomen formula girder segment (12) concrete reaches permission length of time, or concrete grade reaches the permission label, stretch-draw prestressing force steel bundle;
L) repeat i)～k), finish real abdomen formula girder segment (12) cantilever construction, finish the construction of cantilever T, at the appropriate time striking (22);
D., abutment pier beam section cast support is installed, cast abutment pier beam section (11A, 11B);
E., end bay closure section suspension bracket or support are installed, cast end bay closure section (10A, 10B), stretch-draw end bay closure prestressed strand;
F., span centre closure section suspension bracket is installed, closure section (9) in the casting bay, stretch-draw span centre closure prestressed strand;
G. remove button and hang steel bundle (21), finish bridge deck, other parts construction, finish bridge construction.
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| CN106988208A (en) * | 2017-04-07 | 2017-07-28 | 中交第二公路勘察设计研究院有限公司 | A kind of pair of limb main pier hybrid structure of arch and beam formula concrete continuous rigid structure bridge structure |
| CN107419670A (en) * | 2017-04-07 | 2017-12-01 | 中交第二公路勘察设计研究院有限公司 | Hybrid structure of arch and beam formula continuous rigid frame bridge winds up walking cradle construction device and method |
| CN106988202A (en) * | 2017-04-07 | 2017-07-28 | 中交第二公路勘察设计研究院有限公司 | A kind of hybrid structure of arch and beam formula concrete continuous girder bridge structure |
| CN108532437A (en) * | 2018-05-21 | 2018-09-14 | 长江勘测规划设计研究有限责任公司 | The arrangement and design method of prestressing force beam body after a kind of beam body increases |
| CN111335187A (en) * | 2020-03-25 | 2020-06-26 | 上海远通路桥工程有限公司 | Construction process for triangular area of open-web rigid frame bridge |
| CN111335187B (en) * | 2020-03-25 | 2021-11-16 | 上海远通路桥工程有限公司 | Construction process for triangular area of open-web rigid frame bridge |
| CN111636288A (en) * | 2020-06-09 | 2020-09-08 | 重庆交通大学 | Beam-arch combination and steel-concrete mixed continuous rigid frame bridge |
| CN112609595A (en) * | 2020-12-31 | 2021-04-06 | 中建隧道建设有限公司 | Construction method for closure section of beam-arch combined rigid frame bridge |
| CN112695646A (en) * | 2021-01-06 | 2021-04-23 | 中铁大桥局集团第六工程有限公司 | Triangular area construction method of open-web rigid frame bridge |
| CN112779852A (en) * | 2021-03-19 | 2021-05-11 | 上海市城市建设设计研究总院（集团）有限公司 | Hollow continuous beam bridge V-shaped stay segment and construction method adapting to soft soil foundation area |
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