CN106522108B - A kind of Cast-in-situ Beam is without Temporary Piers stent - Google Patents
A kind of Cast-in-situ Beam is without Temporary Piers stent Download PDFInfo
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- CN106522108B CN106522108B CN201611233092.3A CN201611233092A CN106522108B CN 106522108 B CN106522108 B CN 106522108B CN 201611233092 A CN201611233092 A CN 201611233092A CN 106522108 B CN106522108 B CN 106522108B
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- arch
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The present invention relates to a kind of Cast-in-situ Beams without Temporary Piers stent, including several arch chassis, parallel across between two adjacent pier shafts, and below Cast-in-situ Beam；Several longitudinally connected framves indulge mid-span on all arch chassis and bowl buckle stent, stand in great numbers vertically between arch chassis and Cast-in-situ Beam bottom.The advantage of the invention is that：Original stent is substituted using arch chassis, low to foundation requirement without building Temporary Piers, arch chassis is detachably reused, and utilization rate is high；It is connected between arch chassis using link, stability is good；Due to the dense distribution pattern of arch chassis, it is easily installed bowl buckle stent thereon, Cast-in-situ Beam bottom mitigates overall weight without using Bailey beam, advantageous to constructing.
Description
Technical field
The present invention relates to a kind of technical field of bridge construction, more particularly to a kind of Cast-in-situ Beam is without Temporary Piers stent.
Background technology
Rack construction refers to installation form, assembling reinforcement skeleton on stent, and the construction of cast on-site concrete, by
Relatively easy, the cost relative moderate in its construction, and be highly suitable for monolithic construction, therefore in bridge construction, especially
It is widely used in the construction of urban interchange and overpass.It is most common in the structure type of conventional stent at present to have
Full hall scaffold, i.e., using components such as stupefied beam, column, connectors, by controlling the spacing and step pitch of steel pipe scaffold tubes upright bar, if
The construction measures such as bridging are put, stent are arranged to geometrically stable system, the maximum feature of this stent is can assembling degree
It is high, suitable for the pier shaft height preferable situation of relatively low and geological condition.
For full hall scaffold, shortcoming is：Construction measure is more, and peace is torn open more lengthy and tedious；It needs to build several Temporary Piers, it is right
Foundation requirement is higher, and the bearing capacity and deformation of soil supporting layer and weak substratum are required to review checking computations, it is ensured that the two is relating to
And within the scope of allowing, and the ground range of stent scaffold tubes, the bearing capacity of ground and change are set up for entire bridge
Shape is intended to meet the requirements.
Temporary Piers are built in order to exempt, the prior art mostly makes stent " take root " on pier shaft using supplementary structure.In patent
Number for 201410090730.5 patent of invention in mention it is a kind of can be achieved it is cast-in-place without cushion cap approach viaduct concrete box beam limited bracket
Supporting structure, using new device --- hooping structure, in the case of realizing below access bridge pier shaft without cushion cap, in end bay position
The hooping structure by that can be used in turn repeatedly is put, solves the problems, such as stent " taking root ".Patent No. 201020264743.7
Utility model patent mentions the bracket in a kind of construction for high pier capping beam, and the wherein bracket of the lower edge end set of truss is inserted into
In the hole by specially treated reserved on pier shaft, remove the works such as basement process and pressure testing when constructing using raft support method from
Sequence effectively improves construction efficiency.
In said structure, stent must be fixed on by certain structure on pier shaft, either dismountable anchor ear knot
Structure or the truss structure being inserted into pier shaft, are required for constructing on pier shaft, have certain danger, also to pier shaft
Generate certain damage.
Invention content
The technical problem to be solved in the present invention is to provide it is a kind of to pier shaft without damage Cast-in-situ Beam without Temporary Piers stent.
In order to solve the above technical problems, the technical scheme is that：A kind of Cast-in-situ Beam is without Temporary Piers stent, innovative point
It is：Including
Several arch chassis, parallel across between two adjacent pier shafts, and below Cast-in-situ Beam；
Several longitudinally connected framves, indulge mid-span on all arch chassis and
Bowl buckle stent stands in great numbers vertically between arch chassis and Cast-in-situ Beam bottom.
Further, the arch chassis both ends support is arranged on pier shaft cushion cap upper surface, by several symmetrical arches
Section fixation is spliced.
Further, each arch section have preceding splicing end face and after splice end face, by forward and backward between adjacent arch section
Splice ends are connected in face of closing.
Further, there is odd number section to encircle section, respectively several symmetrical sides encircle units and erection and are connected to side arch list
Crown unit in member, splice ends face has a groove extended into arch section before unit is encircleed in the side, and rear splice ends face has
One convex body coordinated with the groove insertion in adjacent arch section, the forward and backward splicing end face of crown unit are in perpendicular
45°。
Further, splice ends face has a groove extended into arch section before the arch section, and rear splice ends face has one
With the convex body of the groove insertion cooperation in adjacent arch section.
Further, the cushion cap upper surface has a sagging recess for the installation of arch chassis.
Further, the arch chassis upper surface has a uniformly distributed bowl buckle stand base, the pedestal be by transverse slat and
The right-angle array plate that riser surrounds, combination plate opening are installed towards arch chassis.
Further, the link includes several connection segments being mounted between arch chassis, the connection segment
Between adjacent arcuate tray side, and the end of connection segment has the flange for being connected to arch tray side.
Further, it is connected between the arch chassis bottom by lacing wire.
The advantage of the invention is that：
（1）Original stent is substituted using arch chassis, low to foundation requirement without building Temporary Piers, arch chassis can
Dismounting is reused, and utilization rate is high；It is connected between arch chassis using link, stability is good；It is intensive due to arch chassis
Distribution pattern, is easily installed bowl buckle stent thereon, and Cast-in-situ Beam bottom mitigates overall weight, have to construction without using Bailey beam
Profit.
（2）When arch chassis span is larger, arch chassis is spliced to form using arch section, convenient for making, transporting and install.
（3）Encircle between section as the mating of groove and convex body, encircle and coordinate between section secured, be not easy to loosen, encircle between section
It compresses mutually under gravity, load-bearing capacity is good.
（4）Side arch unit is connected firmly, crown unit is faced only with splice ends using the mating of groove and convex body
The mode of installation is closed, is snapped tight against using the dead weight of crown unit and its upper pressure, realization, it is simple in structure, it is easily assembled.
（5）Since, not by direct cross force, arch chassis is only by limitings such as recesses in cushion cap upper end on arch chassis
Can, it is simple in structure, it is easy for construction.
（6）Chain-wales are made using combining plate on arch chassis, are installed for the rim of a bowl stent, the rim of a bowl stent installation jail
Gu support stability can ensure.
（7）Link is mounted on arch tray side, the installation of bowl buckle stent will not be caused to interfere, and the company of segmented
Frame is connect, is readily transported and installs.
（8）Arch chassis bottom end under weight can expand outwardly, and the setting of lacing wire prevents expansion so that arch-shaped bottom bottom
Frame structure is more stable.
Description of the drawings
Fig. 1 is a kind of embodiment one schematic diagram of the Cast-in-situ Beam without Temporary Piers stent of the present invention.
Fig. 2 is the vertical view of arch chassis and longitudinally connected frame of a kind of Cast-in-situ Beam of the present invention without Temporary Piers stent.
Fig. 3 is a kind of arch section schematic diagram of the Cast-in-situ Beam without Temporary Piers stent of the present invention.
A kind of crown cell schematics of embodiment one of the Cast-in-situ Beam without Temporary Piers stent of Fig. 4 present invention.
Fig. 5 is arch chassis and cushion cap connection diagram of a kind of Cast-in-situ Beam of the present invention without Temporary Piers stent
Fig. 6 is a kind of embodiment two schematic diagram of the Cast-in-situ Beam without Temporary Piers stent of the present invention.
Specific embodiment
Embodiment one
As shown in Figure 1 and Figure 2, the invention discloses a kind of Cast-in-situ Beams without Temporary Piers stent, including
Several arch chassis, parallel across between two adjacent pier shafts, and below Cast-in-situ Beam；
Several longitudinally connected framves, indulge mid-span on all arch chassis and
Bowl buckle stent 1 stands in great numbers vertically between arch chassis and Cast-in-situ Beam bottom.
The support of arch chassis both ends is arranged on 2 cushion cap of pier shaft, 4 upper surface, by several symmetrical arch sections fixation splicings
Into；Each arch section has preceding splicing end face 54 and rear splicing end face 51, passes through forward and backward splicing end face 54,51 between adjacent arch section
Pairing connects, and when arch section number is odd number, as shown in Figure 3, Figure 4, respectively several symmetrical sides encircle units 5 and set up and connect
A crown unit 7 on the arch unit 5 of side, splicing end face 54 has a groove 53 extended into arch section before unit 5 is encircleed in side, after
Splicing end face 51 has a convex body 52 with the insertion cooperation of groove 53 in adjacent arch section, 7 forward and backward splicing end face of crown unit
54th, 51 be in 45 ° with perpendicular, close to the side of crown unit 7 for 5 Mosaic face of unit to coordinate with 7 Mosaic face of crown unit
Face, un-grooved 53, unit 5 is encircleed according to firmly chimeric under the action of convex body 52 in groove 53 in side, and the pressure from top makes
More closely cooperation, without fit structure between crown unit 7 and side arch unit 5, only rely on crown unit 7 and conduct oneself with dignity and be pressed in top
The side of pressure on arch unit 7, the forward and backward splicing end face 54,51 of crown unit 7 and both sides is firmly compressed for 5 Mosaic face of unit matches
It closes, and weight is heavier, cooperation is more secured.
As shown in figure 5,4 upper surface of cushion cap has a sagging recess 41 for the installation of arch chassis, the side with lowermost end
Arch unit 5 coordinates, and the rear end face of the side arch unit 5 of lowermost end is the convex surface coordinated with recess 41；
Arch chassis upper surface has uniformly distributed bowl buckle stand base 3, and pedestal 3 is the right angle group surrounded by transverse slat and riser
Plywood part, combination plate opening are installed towards arch chassis, and smooth mounting platform is provided for bowl buckle stent 1.
As shown in Fig. 2, link includes several connection segments 8 being mounted between arch chassis, connection segment 8 is mounted on
Between adjacent arcuate tray side, and the end of connection segment 8 has the flange for being connected to arch tray side, and link is also
The structure of segmentation, easy to disassemble and transhipment, while do not interfered with each other again with bowl buckle stent, arch chassis passes through lacing wire between bottom
Connection, prevents arch chassis from deforming outward under pressure, ensures the shape stability of arch chassis.
Embodiment two
As shown in Fig. 3, Fig. 5, Fig. 6, on the basis of embodiment one, arch section number is even number, splice ends before all arch sections
Face 54 has a groove 53 extended into arch section, and rear end face 51 of splicing has one to coordinate with the insertion of groove 53 in adjacent arch section
Convex body 52, it is mating mutually by groove 53 and the cooperation of convex body 52 between adjacent arch section, be segmented 5 with embodiment side arch
Shape is identical, and such structure is suitble to the arch chassis that hop count is arbitrary number, and Mosaic face pairing splicing is wanted between arch section
It asks not high, is suitble to cast-in-place boom support of less demanding.
The basic principle and main feature of the present invention has been shown and described above.It should be understood by those skilled in the art that
The present invention is not limited to the above embodiments, and the above embodiments and description only illustrate the principle of the present invention,
Without departing from the spirit and scope, various changes and improvements may be made to the invention, these changes and improvements are all fallen
Enter in scope of the claimed invention.The scope of the present invention is defined by the appended claims and its equivalents.
Claims (4)
1. a kind of Cast-in-situ Beam is without Temporary Piers stent, it is characterised in that：Including several arch chassis, parallel across in two adjacent pier shafts
Between, and below Cast-in-situ Beam；Several longitudinally connected framves are indulged mid-span on all arch chassis and bowl buckle stent, are erected
Directly stand in great numbers between arch chassis and Cast-in-situ Beam bottom；The arch chassis both ends support is arranged on pier shaft cushion cap upper surface, by
Several symmetrical arch section fixations are spliced；Each arch section have preceding splicing end face and after splice end face, adjacent arch
It is connected between section by forward and backward splice ends in face of closing；Encircle section with odd number section, respectively several symmetrical side arch units and erection
And the crown unit on the arch unit of side is connected to, splice ends face has a groove extended into arch section before the side arch unit,
Splice ends face has a convex body with the groove insertion cooperation in adjacent arch section afterwards, the forward and backward splicing end face of the crown unit with
Perpendicular is in 45 °；Before the arch section splice ends face have one into arch section the groove that extends, rear splice ends face have one with
The convex body of groove insertion cooperation in adjacent arch section；The cushion cap upper surface has one for the sagging recessed of arch chassis installation
Nest.
2. a kind of Cast-in-situ Beam according to claim 1 is without Temporary Piers stent, it is characterised in that：The arch chassis upper surface
With uniformly distributed bowl buckle stand base, the pedestal is the right-angle array plate surrounded by transverse slat and riser, which opens
Mouth is installed towards arch chassis.
3. a kind of Cast-in-situ Beam according to claim 1 is without Temporary Piers stent, it is characterised in that：The link includes installation
Several connection segments between arch chassis, the connection segment are mounted between adjacent arcuate tray side, and are connected and divided
The end of section has the flange for being connected to arch tray side.
4. a kind of Cast-in-situ Beam according to claim 1 is without Temporary Piers stent, it is characterised in that：The arch chassis bottom it
Between connected by lacing wire.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611233092.3A CN106522108B (en) | 2016-12-28 | 2016-12-28 | A kind of Cast-in-situ Beam is without Temporary Piers stent |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611233092.3A CN106522108B (en) | 2016-12-28 | 2016-12-28 | A kind of Cast-in-situ Beam is without Temporary Piers stent |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106522108A CN106522108A (en) | 2017-03-22 |
| CN106522108B true CN106522108B (en) | 2018-07-03 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611233092.3A Active CN106522108B (en) | 2016-12-28 | 2016-12-28 | A kind of Cast-in-situ Beam is without Temporary Piers stent |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201395769Y (en) * | 2009-05-27 | 2010-02-03 | 四川路桥建设股份有限公司 | Tie bar arch type bracket used for building bridge pylon concrete upper cross beam |
| CN101824800A (en) * | 2010-04-28 | 2010-09-08 | 中铁三局集团有限公司 | Method for construction of bridge cast-in-situ pre-stressed concrete continuous beam |
| KR20140012819A (en) * | 2012-07-23 | 2014-02-04 | 주식회사동일기술공사 | Arch type construction using high strength concrete |
| CN203559331U (en) * | 2013-11-06 | 2014-04-23 | 中铁第一勘察设计院集团有限公司 | Reactive powder concrete deck type arch bridge of railway |
| CN105887692A (en) * | 2016-05-10 | 2016-08-24 | 济南城建集团有限公司 | Arch bridge supporting tool for improving arch bridge construction stability and construction method thereof |
| CN206581148U (en) * | 2016-12-28 | 2017-10-24 | 中铁十四局集团第二工程有限公司 | A kind of Cast-in-situ Beam is without Temporary Piers support |
-
2016
- 2016-12-28 CN CN201611233092.3A patent/CN106522108B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201395769Y (en) * | 2009-05-27 | 2010-02-03 | 四川路桥建设股份有限公司 | Tie bar arch type bracket used for building bridge pylon concrete upper cross beam |
| CN101824800A (en) * | 2010-04-28 | 2010-09-08 | 中铁三局集团有限公司 | Method for construction of bridge cast-in-situ pre-stressed concrete continuous beam |
| KR20140012819A (en) * | 2012-07-23 | 2014-02-04 | 주식회사동일기술공사 | Arch type construction using high strength concrete |
| CN203559331U (en) * | 2013-11-06 | 2014-04-23 | 中铁第一勘察设计院集团有限公司 | Reactive powder concrete deck type arch bridge of railway |
| CN105887692A (en) * | 2016-05-10 | 2016-08-24 | 济南城建集团有限公司 | Arch bridge supporting tool for improving arch bridge construction stability and construction method thereof |
| CN206581148U (en) * | 2016-12-28 | 2017-10-24 | 中铁十四局集团第二工程有限公司 | A kind of Cast-in-situ Beam is without Temporary Piers support |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106522108A (en) | 2017-03-22 |
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Effective date of registration: 20221208 Address after: 271000, Dongyue Avenue, Daiyue District, Shandong, Tai'an Patentee after: THE SECOND ENGINEERING CO., LTD. OF CHINA RAILWAY 14TH BUREAU GROUP Co.,Ltd. Patentee after: TIEZHENG TESTING TECHNOLOGY Co.,Ltd. Address before: 271000, Dongyue Avenue, Daiyue District, Shandong, Tai'an Patentee before: THE SECOND ENGINEERING CO., LTD. OF CHINA RAILWAY 14TH BUREAU GROUP Co.,Ltd. |
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