CN108951429A - The method of frame and hollow pier pier construction built in hollow pier pier shaft - Google Patents
The method of frame and hollow pier pier construction built in hollow pier pier shaft Download PDFInfo
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- CN108951429A CN108951429A CN201811003810.7A CN201811003810A CN108951429A CN 108951429 A CN108951429 A CN 108951429A CN 201811003810 A CN201811003810 A CN 201811003810A CN 108951429 A CN108951429 A CN 108951429A
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- frame
- hollow
- pier shaft
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- 238000010276 construction Methods 0.000 title claims abstract description 48
- 238000009434 installation Methods 0.000 claims abstract description 19
- 229910000831 Steel Inorganic materials 0.000 claims description 43
- 239000010959 steel Substances 0.000 claims description 43
- 230000003014 reinforcing Effects 0.000 claims description 38
- 238000003466 welding Methods 0.000 claims description 5
- 238000005520 cutting process Methods 0.000 claims description 4
- 230000002493 climbing Effects 0.000 claims description 3
- 238000010586 diagram Methods 0.000 description 10
- 230000002708 enhancing Effects 0.000 description 10
- 230000000007 visual effect Effects 0.000 description 9
- 239000010410 layer Substances 0.000 description 8
- 238000000034 method Methods 0.000 description 8
- 239000000463 material Substances 0.000 description 7
- 230000000875 corresponding Effects 0.000 description 5
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 230000002787 reinforcement Effects 0.000 description 4
- 210000001331 Nose Anatomy 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000009415 formwork Methods 0.000 description 3
- 238000009432 framing Methods 0.000 description 3
- 229910052742 iron Inorganic materials 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 206010018987 Haemorrhage Diseases 0.000 description 1
- 230000000740 bleeding Effects 0.000 description 1
- 231100000319 bleeding Toxicity 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000011229 interlayer Substances 0.000 description 1
- 238000002372 labelling Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000005204 segregation Methods 0.000 description 1
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- 238000009966 trimming Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- 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
Abstract
This application involves technical field of bridge construction, more particularly, to frame built in a kind of hollow pier pier shaft and the method for carrying out hollow pier pier construction using frame built in the hollow pier pier shaft.Frame built in the hollow pier pier shaft includes frame unit built in more piece, and built-in frame unit described in more piece is sequentially connected with along the vertical direction；The built-in frame unit includes at least four vertical bars, more transverse bar members and Duo Gen diagonal brace rod piece；The vertical bar interval is arranged to form polygonal frame；Two transverse bar members are at least set between any adjacent two vertical bar；Piece diagonal brace rod piece is at least set between any adjacent two vertical bar, and the two sides of built-in frame unit described in coxopodite are horizontally disposed supporting rod, and frame built in the hollow pier pier shaft of the application can be erected on hollow pier stud by supporting rod.Frame built in the hollow pier pier shaft of the application takes up space small, and single-unit is light-weight, facilitates transhipment and installation, and it is high to be applicable to different piers.
Description
Technical field
This application involves technical field of bridge construction, more particularly, to frame built in a kind of hollow pier pier shaft and utilize this hollow
The method that frame built in pier pier shaft carries out hollow pier pier construction.
Background technique
Bridge pier height is generally higher, and traditional pier construction method is tied up generally by scaffold is set up on the outside of pier shaft
It wire-ties, assembled formwork, and then completes the construction of pier shaft bricklaying.However, scaffold take up space when building it is larger, expend when
Between it is long, and each bridge pier be both needed to repeat set up, will affect the completion of duration.
Summary of the invention
It is carried out the purpose of the present invention is to provide frame built in a kind of hollow pier pier shaft and using frame built in the hollow pier pier shaft
The method of hollow pier pier construction, need to be taken outside bridge pier when solving Bridge Pier Construction assembling reinforcement, assembled formwork in the prior art
Scaffold is built, the technical issues of larger, consuming time is long that takes up space is caused.
The present invention provides frame built in a kind of hollow pier pier shaft, including frame unit built in more piece, built-in frame list described in more piece
Member is sequentially connected with along the vertical direction；
The built-in frame unit includes at least four vertical bars, more transverse bar members and Duo Gen diagonal brace rod piece；
The vertical bar interval is arranged to form polygonal frame；At least it is arranged two between any adjacent two vertical bar
Transverse bar member described in root, and the both ends of the transverse bar member are connected with two vertical bars respectively；
Piece diagonal brace rod piece, and one end of the diagonal brace rod piece are at least set between any adjacent two vertical bar
It is connected with the vertical bar, the other end of the diagonal brace rod piece is connected with the transverse bar member；
The two sides of built-in frame unit described in coxopodite are horizontally disposed supporting rod.
Further, the supporting rod is telescopic structure.
Further, the length direction for extending perpendicularly to the built-in frame unit of the supporting rod.
Further, the built-in frame unit further includes reinforcing member, and the vertical spaced set of reinforcing member is in phase
Between adjacent two vertical bars, and the both ends of the reinforcing member are connected with the transverse bar member respectively；
One end of the diagonal brace rod piece is connected with the vertical bar, the other end of the diagonal brace rod piece and the reinforcement
Rod piece is connected with the junction of the transverse bar member.
Further, the diagonal brace rod piece of built-in frame unit described in two adjacent sections and the tie point of the transverse bar member exist
On same vertical line.
Further, the both ends horizontal of the vertical bar is provided with fixation steel plate, is provided on the fixation steel plate more
A bolt hole；The adjacent built-in frame unit is mutually fixedly connected by the fixation steel plate.
Further, it is provided with support plate on the built-in frame unit, and circular described on frame unit built in the top layer
Support plate is provided with guardrail.
Further, the built-in frame unit further includes ladder；The ladder is set to the built-in frame along the vertical direction
The side of unit.
Present invention also provides framves built in a kind of hollow pier pier shaft using any of the above-described technical solution to carry out hollow pier pier
The method of body construction, comprising the following steps:
Step 100, surveying and locating；
Bridge pier direction across bridge center of arc vertex is released on cushion cap face using total station, along bridge to point before and after pier center, straight
Four angle points of line segment, and pop up pier shaft outer contour and template outer contour；
Step 200, concrete dabbing；
Grooving is carried out to cushion cap face along contour line using cutting machine, then carries out concrete surface dabbing；
Frame built in step 300, pier shaft is installed；
According to the height of pier shaft and pier neck size, designs the structure snd size of frame unit built in hollow pier pier shaft and build weldering
It connects；Frame unit built in hollow pier pier shaft is overlapped in the pier shaft upper surface by the supporting rod of two sides of the bottom；
Step 400, reinforcing bar binding；
Using frame built in pier shaft as job platform, pier shaft reinforcing bar is bound upwards in turn by pier shaft bottom；
Step 500, template installation；
Template uses over-form construction；When overmolded, on most upper section template indwelling pier shaft, following template is turned to most upper
It saves on template；Template repeats to construct, and makes inside and outside arc plate full configuration, and inner and outer template is fixed in the form of to pull rod；
Step 600, built-in frame are hung out；
After reinforcing bar binding, built-in frame is hung out using crane；
Step 700, concrete placings；
Filling concrete uninterruptedly continuously is carried out to pier shaft；
Step 800, over-form construction；
Pier shaft hollow thin-wall section is constructed using overmolded method, on a most upper section indwelling pier shaft when each overmolded, will under
Face die plate turns on most upper section template, and circulation is until pier shaft hollow section is completed.
Further, the height of the pier shaft overmolded is consistent with frame height built in the hollow pier pier shaft.
Compared with prior art, the application has the beneficial effect that
Frame built in hollow pier pier shaft provided by the embodiments of the present application includes frame unit built in more piece, built-in frame list described in more piece
Member is sequentially connected with along the vertical direction.On the one hand built-in frame unit is taken up space small as standard knot by standard knot, single-unit weight
Gently, facilitate transhipment and installation；On the one hand different pier height, therefore energy are applicable to by the way that the built-in frame unit of different joint numbers is arranged
Enough requirements met to different pier shaft height；The assembly and disassembly of frame unit enable to hollow pier pier built in another aspect more piece
Frame is reusable built in body.
Specifically, the built-in frame unit includes at least four vertical bars, more transverse bar members and Duo Gen diagonal brace rod piece；
Vertical bar is arranged to form polygonal frame as main body framework, the vertical bar interval；Preferably, vertical bar
The quantity of part is four, and four vertical bars form rectangular frame.
Two transverse bar members, and the both ends of the transverse bar member are at least set between any adjacent two vertical bar
It is mutually fixedly connected with two vertical bars respectively；Preferably, it is arranged described in two between any adjacent two vertical bar
Transverse bar member, wherein the both ends of a transverse bar member are mutually fixedly connected with the upper end of vertical bar, the two of another transverse bar member
End is mutually fixedly connected with the lower end of vertical bar, forms basicly stable frame body.
For the stability for further enhancing frame body, be at least arranged between any adjacent two vertical bar one it is described tiltedly
Strut member, and one end of the diagonal brace rod piece is mutually fixedly connected with the vertical bar, the other end of the diagonal brace rod piece with should
The transverse bar member between adjacent two vertical bars is mutually fixedly connected；That is diagonal brace rod piece, vertical bar and corresponding transverse direction
Rod piece forms stable triangular structure, enhances the stability of whole frame body.
The two sides of built-in frame unit described in coxopodite are horizontally disposed supporting rod, one end of supporting rod and built-in frame unit
It is mutually fixedly connected, the other end of supporting rod extends outwardly.Since the inside of hollow pier is hollow structure, it is being not provided with propping up
Built-in frame can not ride upon the hollow section above section of hollow pier when strut member, also can not just carry out reinforcing bar binding and template peace again
Fill work.And the supporting rod stretched out by the setting of the two sides of frame unit built in coxopodite, frame unit built in the application can be taken
It connects on hollow pier pier shaft, to complete reinforcing bar binding and template installment work.
Frame is suitable for the construction of hollow bridge pier shaft built in the hollow pier pier shaft that embodiments herein provides.When construction,
The height and size for building frame unit built in Demand Design hollow pier pier shaft according to pier shaft first, by each structure of built-in frame unit
Part mutually welds, and is later fixedly connected with frame built in multiple pier shafts, forms frame built in hollow pier pier shaft；It again will be built in hollow pier pier shaft
It is placed on pier, the reinforcing bar binding of a section pier shaft is carried out as workbench using frame built in hollow pier pier shaft and template is installed, it
After hang out frame built in pier shaft, complete the construction of the section pier shaft；After the completion of the section pier shaft is built, then pass through frame unit built in coxopodite
On supporting rod frame built in hollow pier pier shaft is ridden on completed hollow section pier shaft, the reinforcing bar for carrying out next section pier shaft is tied up
It pricks and template is installed；It repeats the above process, until hollow pier pier shaft integral constructing is completed.
Frame built in hollow pier pier shaft provided by the embodiments of the present application is suitable for the construction of bridge hollow pier, is particularly suitable for iron
The road and bridge hollow slope pier of beam nose circle shape.Frame built in the hollow pier pier shaft of the application use integral assembling form of construction work, on the one hand with
Built-in frame unit compares conventional steel frame, materials'use is less, reduces the quantity of scaffolder, cost savings as standard knot
Significantly；On the one hand assembly is carried out by directlying adopt standard knot, greatlys save bracket and set up the time, and is small taking up space, keeps away
Exempt from place limitation, subtracted and simplify strutting system, saved the use of timbering material, has reduced costs, shortens the construction time,
Work efficiency is quickly improved at double.On the other hand, single-unit is light-weight, facilitates transhipment and installation, is applicable to different pier height, and
The collision of transport of materials can be avoided using built-in frame.
Detailed description of the invention
It, below will be to specific in order to illustrate more clearly of the specific embodiment of the invention or technical solution in the prior art
Embodiment or attached drawing needed to be used in the description of the prior art be briefly described, it should be apparent that, it is described below
Attached drawing is some embodiments of the present invention, for those of ordinary skill in the art, before not making the creative labor
It puts, is also possible to obtain other drawings based on these drawings.
Fig. 1 is structural schematic diagram of the frame unit under the first visual angle built in odd number section provided by the embodiments of the present application；
Fig. 2 is structural schematic diagram of the frame unit under the second visual angle built in odd number section provided by the embodiments of the present application；
Fig. 3 is structural schematic diagram of the frame unit under the first visual angle built in even number section provided by the embodiments of the present application；
Fig. 4 is structural schematic diagram of the frame unit under the second visual angle built in even number section provided by the embodiments of the present application；
Fig. 5 is knot of the frame unit under the first visual angle built in frame top layer built in hollow pier pier shaft provided by the embodiments of the present application
Structure schematic diagram；
Fig. 6 is the enlarged drawing in Fig. 5 at A；
Fig. 7 is knot of the frame unit under the second visual angle built in frame top layer built in hollow pier pier shaft provided by the embodiments of the present application
Structure schematic diagram；
Fig. 8 is the structural representation of the fixation steel plate at the vertical bar both ends of built-in frame unit provided by the embodiments of the present application
Figure；
Fig. 9 is overall structure diagram of the frame under the first visual angle built in hollow pier pier shaft provided by the embodiments of the present application；
Figure 10 is overall structure diagram of the frame under the second visual angle built in hollow pier pier shaft provided by the embodiments of the present application；
Figure 11 is the enlarged drawing in Figure 10 at B；
Figure 12 is that frame built in hollow pier pier shaft provided by the embodiments of the present application is placed in structural schematic diagram on pier shaft when constructing；
Figure 13 is frame unit built in frame top layer built in hollow pier pier shaft provided by the embodiments of the present application under third visual angle
Structural schematic diagram.
Frame unit built in 1-, 101- vertical bar, 102- transverse bar member, 103- diagonal brace rod piece, 104- reinforcing member, 105-
Lateral rod piece, 106- fixation steel plate, 107- support plate, 108- guardrail, 109- ladder, 110- supporting rod, 2- hollow pier pier shaft
Built-in frame, 3- pier shaft.
Specific embodiment
Technical solution of the present invention is clearly and completely described below in conjunction with attached drawing, it is clear that described implementation
Example is a part of the embodiment of the present invention, instead of all the embodiments.
The component for the embodiment of the present invention for usually describing and showing in attached drawing here can be with a variety of different configurations
To arrange and design.Therefore, the detailed description of the embodiment of the present invention provided in the accompanying drawings is not intended to limit below and is wanted
The scope of the present invention of protection is sought, but is merely representative of selected embodiment of the invention.
Based on the embodiments of the present invention, those of ordinary skill in the art are obtained without making creative work
The every other embodiment obtained, shall fall within the protection scope of the present invention.
In the description of the present invention, it should be noted that term " center ", "upper", "lower", "left", "right", "vertical",
The orientation or positional relationship of the instructions such as "horizontal", "inner", "outside" be based on the orientation or positional relationship shown in the drawings, merely to
Convenient for description the present invention and simplify description, rather than the device or element of indication or suggestion meaning must have a particular orientation,
It is constructed and operated in a specific orientation, therefore is not considered as limiting the invention.In addition, term " first ", " second ",
" third " is used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " installation ", " phase
Even ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or be integrally connected；It can
To be mechanical connection, it is also possible to be electrically connected；It can be directly connected, can also can be indirectly connected through an intermediary
Connection inside two elements.For the ordinary skill in the art, above-mentioned term can be understood at this with concrete condition
Concrete meaning in invention.
Referring to frame built in the hollow pier pier shaft of Fig. 1 to Figure 13 description according to some embodiments of the invention and utilize the sky
The method that frame built in heart pier pier shaft carries out hollow pier pier construction.
This application provides framves 2 built in a kind of hollow pier pier shaft, as shown in Fig. 1 to 4, Fig. 9 and Figure 10, including built in more piece
Frame unit 1, frame unit 1 is sequentially connected with along the vertical direction built in more piece；
Built-in frame unit 1 includes at least four vertical bars 101, more transverse bar members 102 and Duo Gen diagonal brace rod piece 103；
The setting of the interval of vertical bar 101 forms polygonal frame；At least it is arranged between any adjacent two vertical bar 101
Two transverse bar members 102, and the both ends of transverse bar member 102 are connected with two vertical bars 101 respectively；
A piece diagonal brace rod piece 103, and the one of diagonal brace rod piece 103 are at least set between any adjacent two vertical bar 101
End is connected with vertical bar 101, and the other end of diagonal brace rod piece 103 is connected with transverse bar member 102；
The two sides of frame unit 1 built in coxopodite are horizontally disposed supporting rod 110.
Frame 2 built in hollow pier pier shaft provided by the embodiments of the present application includes frame unit 1 built in more piece, frame unit built in more piece
1 is sequentially connected with along the vertical direction.Built-in frame unit 1 is used as standard knot, is on the one hand taken up space by standard knot small, single-unit weight
Gently, facilitate transhipment and installation；On the one hand it is applicable to different pier height by the way that the built-in frame unit 1 of different joint numbers is arranged, therefore
It can satisfy the requirement to different 3 height of pier shaft；The assembly and disassembly of frame unit 1 enable to hollow built in another aspect more piece
Frame 2 is reusable built in pier pier shaft.
Specifically, built-in frame unit 1 includes at least four vertical bars 101, more transverse bar members 102 and Duo Gen hound
Part 103；
Vertical bar 101 is used as main framing, and the setting of the interval of vertical bar 101 forms polygonal frame；Preferably, vertical bar
The quantity of part 101 is four, and four vertical bars 101 form rectangular frame.
Two transverse bar members 102, and the two of transverse bar member 102 are at least set between any adjacent two vertical bar 101
End is fixedly connected with two 101 phases of vertical bar respectively；Preferably, two are arranged between any adjacent two vertical bar 101
Transverse bar member 102, wherein the both ends of a transverse bar member 102 are mutually fixedly connected with the upper end of vertical bar 101, another transverse direction
The both ends of rod piece 102 are mutually fixedly connected with the lower end of vertical bar 101, form basicly stable frame body.
For the stability for further enhancing frame body, one is at least arranged between any adjacent two vertical bar 101 tiltedly
Strut member 103, and one end of diagonal brace rod piece 103 is fixedly connected with 101 phase of vertical bar, the other end of diagonal brace rod piece 103 with should
102 phase of transverse bar member between adjacent two vertical bars 101 is fixedly connected；That is diagonal brace rod piece 103, vertical bar 101 and right
The transverse bar member 102 answered forms stable triangular structure, enhances the stability of whole frame body.
Preferably, between the transverse bar member 102 of the upper end of built-in frame unit 1 two between the transverse bar member 102 of lower end two
It is additionally provided with lateral rod piece 105, lateral rod piece 105 is along suitable bridge to horizontal spaced set in two transverse bar members 102 of upper end
Between between two transverse bar members 102 of lower end, and the both ends of lateral rod piece 105 102 phase of transverse bar member with both ends respectively
Welding further enhances the strength and stability of built-in frame unit 1, to enhance the intensity of frame 2 built in entire hollow pier pier shaft
And stability.
Preferably, when the quantity of vertical bar 101 makes built-in frame integrally rectangular for four, along frame built in rectangle
Two diagonal brace rod pieces 103 are provided between two vertical bars 101 of length direction, two diagonal brace rod pieces 103 correspond respectively to
Two 101 phases of vertical bar are fixedly connected, and the extending direction of two diagonal brace rod pieces 103 is along the longitudinal axis direction pair of built-in frame
Claim setting.A diagonal brace rod piece 103 is provided between two vertical bars 101 of the width direction of frame built in rectangle.It is protecting
The design can farthest reduce bracket self weight under the premise of demonstrate,proving built-in frame overall stability.
As shown in Fig. 9 to 12, the two sides of frame unit 1 built in coxopodite are horizontally disposed supporting rod 110, supporting rod 110
One end be fixedly connected with built-in 1 phase of frame unit, the other end of supporting rod 110 extends outwardly.Since the inside of hollow pier is
Hollow structure, therefore when being not provided with supporting rod 110, built-in frame can not ride upon the hollow section above section of hollow pier,
Reinforcing bar binding and template installment work can not be just carried out again.And the support stretched out by the setting of the two sides of frame unit 1 built in coxopodite
Frame unit 1 built in the application can be overlapped on hollow pier pier shaft 3 by rod piece 110, to complete reinforcing bar binding and template installation
Work.
Preferably, supporting rod 110 can be a steel pipe, along bridge to extension, and built in its both ends stretches out respectively
Frame unit 1, extension end can be overlapped on hollow pier pier shaft 3, to play a supporting role to frame built in pier shaft.It can also use
Two steel pipe Two bors d's oeuveres constitute supporting rod, and Two bors d's oeuveres steel strength is higher, and stressed effect is more preferable.
Preferably, it is the support strength for enhancing supporting rod 110, can more branch be set on frame unit 1 built in coxopodite
Strut member 110, more supporting rods 110 are uniformly arranged at equal intervals, so that support strength is higher, more stable.
Frame 2 is suitable for the construction of hollow bridge pier shaft built in the hollow pier pier shaft that embodiments herein provides.When construction,
The height and size for building 2 unit 1 of frame built in Demand Design hollow pier pier shaft according to pier shaft 3 first, by each of built-in frame unit 1
Structural member mutually welds, and is later fixedly connected with frame unit 1 built in multiple pier shafts, forms frame 2 built in hollow pier pier shaft；Such as Figure 12 institute
Show, then frame 2 built in hollow pier pier shaft is placed on pier shaft 3, is that workbench carries out a section pier shaft with frame 2 built in hollow pier pier shaft
3 reinforcing bar binding and template installation, hangs out frame built in pier shaft later, completes the construction of the section pier shaft 3；It is built in the section pier shaft 3
After the completion, then by the supporting rod 110 built in coxopodite on frame unit 1 frame 2 built in hollow pier pier shaft is ridden over into completed sky
On heart section pier shaft 3, the reinforcing bar binding and template installation of next section pier shaft 3 are carried out；It repeats the above process, until hollow pier pier shaft 3
Integral constructing is completed.
Frame 2 built in hollow pier pier shaft provided by the embodiments of the present application is suitable for the construction of bridge hollow pier, is particularly suitable for
The hollow slope pier of railroad bridge nose circle shape.Form of construction work of the frame 2 built in the hollow pier pier shaft of the application using integral assembling, one side
Using built-in frame unit 1 as standard knot, conventional steel frame is compared, materials'use is less, reduces the quantity of scaffolder, at this section
It is about significant；On the one hand assembly is carried out by directlying adopt standard knot, greatlys save bracket and set up the time, and is small taking up space,
Place limitation is avoided, subtracts and simplifies strutting system, save the use of timbering material, when reducing costs, shortening construction
Between, work efficiency is quickly improved at double.On the other hand, single-unit is light-weight, facilitates transhipment and installation, is applicable to different piers
Height, and the collision of transport of materials can be avoided using built-in frame.
In one embodiment of the application, it is preferable that supporting rod 110 is telescopic structure.
Since the size of different hollow piers will be different, to increase frame 2 built in the hollow pier pier shaft of the application
Versatility, in this embodiment, design supporting rod 110 are telescopic structure, therefore can change the extension of supporting rod 110
Length.
Specifically, when supporting rod 110 stretches out built-in frame unit 1 using a steel pipe and its both ends respectively, steel pipe
Both ends are provided with Telescopic rod structure so that the both ends of supporting rod 110 be able to achieve it is flexible.When supporting rod 110 uses two
Root steel pipe, when built-in frame unit 1 is stretched out in one end of two steel pipes, one end that steel pipe stretches out built-in frame unit 1 is provided with telescopic rod
Structure.Wherein Telescopic rod structure is common telescopic structure or other stretching structures, is not specifically limited herein.
In one embodiment of the application, it is preferable that as shown in Fig. 9 to Figure 12, the extending direction of supporting rod 110 hangs down
Directly in the length direction of built-in frame unit 1.
Due to general pier stud along bridge to length be less than the length of direction across bridge, corresponding built-in structure is along cross-bridges
To as length direction, along bridge to as width direction, be enhancing supporting rod 110 to built-in frame list in this embodiment
The stability of the support of member 1, the length direction for extending perpendicularly to built-in frame unit 1 of supporting rod 110, i.e. supporting rod
110 along bridge, to setting, support strength is higher.
It should be noted that the set-up mode of supporting rod 110 is not limited only to one kind, as supporting rod 110 can be along interior
The length direction setting for setting frame unit 1, can also be respectively provided with certain branch along the length direction and width direction of built-in frame unit 1
The stability of strut member 110, support is more preferable.
In one embodiment of the application, it is preferable that as shown in figures 1 and 3, built-in frame unit 1 further includes reinforcing rod
Part 104, the vertical spaced set of reinforcing member 104 is between adjacent two vertical bars 101, and the both ends of reinforcing member 104
It is connected respectively with transverse bar member 102；
One end of diagonal brace rod piece 103 is connected with vertical bar 101, the other end and reinforcing member 104 of diagonal brace rod piece 103
It is connected with the junction of transverse bar member 102.
For the strength and stability for further enhancing built-in frame unit 1, in this embodiment, built-in frame unit 1 further includes
Reinforcing member 104,104 spaced set of reinforcing member is between adjacent two vertical bars 101, and reinforcing member 104 is along vertical
Direction setting, and the transverse bar member 102 between two vertical bars 101 adjacent with this is connected respectively at the both ends of reinforcing member 104
It connects, forms stable frame.
In one embodiment of the application, it is preferable that as shown in figure 9, the diagonal brace rod piece of frame unit 1 built in two adjacent sections
103 with the tie point of transverse bar member 102 on same vertical line.
In this embodiment, the diagonal brace rod piece 103 of frame unit 1 built in two adjacent sections and the tie point of transverse bar member 102 exist
On same vertical line, guarantee the uniformity of each 103 stress of diagonal brace rod piece, to enhance the stability of built-in frame entirety.
Preferably, as shown in Figure 1 to Figure 4 and shown in Fig. 9, in the splicing of multiple built-in frame units 1, with frame unit built in the bottom
1 is first segment, and frame built in a section on 1 upper layer of frame unit built in the bottom is the second section, according to this labeling method, frame built in pier shaft
Odd number section built in frame unit 1 along direction across bridge two diagonal brace rod pieces 103 be in " eight words " type structure, the even number section of frame built in pier shaft
Built-in frame unit 1 is in " eight word " type structure, and frame unit 1 built in two adjacent sections along two diagonal brace rod pieces 103 of direction across bridge
Diagonal brace rod piece 103 and the tie point of transverse bar member 102 are on same vertical line, to form the support construction of stable and uniform.
In one embodiment of the application, it is preferable that as shown in Fig. 5, Fig. 6 and Fig. 8, the both ends water of vertical bar 101
It is flat to be provided with fixation steel plate 106, multiple bolts hole are provided on fixation steel plate 106；Adjacent built-in frame unit 1 passes through fixation steel plate
106 phases are fixedly connected.
In this embodiment, the both ends of vertical bar 101 are respectively arranged with horizontal fixation steel plate 106, on fixation steel plate 106
It is provided with multiple bolts hole；The corresponding vertical bar 101 of two neighboring built-in frame unit 1 passes through the fixation steel plate 106 of end
It is connected, and passes through corresponding bolt hole by fixing screws and keep two neighboring 101 phase of vertical bar solid by nut fastening
Fixed connection.Multiple built-in frame units 1 are sequentially connected with to form frame 2 built in hollow pier pier shaft along the vertical direction.
Preferably, for fixation steel plate 106 using the steel plate with a thickness of 1cm, size can be 20 × 20cm, but specific size
It is selected, is not specifically limited herein according to different structures.
In one embodiment of the application, it is preferable that as shown in Fig. 5 and Figure 13, be provided with support on built-in frame unit 1
Plate 107, and support plate 107 is provided with guardrail 108 on frame unit 1 built in top layer.
In this embodiment, support plate 107 is provided on built-in frame unit 1, support plate 107 gives staff's construction station
The platform of vertical walking living.Preferably, the vertical bridge of built-in frame unit 1 completely spreads support plate 107, support plate 107 to small mileage, big mileage
It is 35cm for width, with a thickness of the embossed steel plates of 3mm, is also added on the basis of guaranteeing to construction personnel's offer stable support
The non-skid property of staff's construction.
In one embodiment of the application, it is preferable that as shown in Fig. 1 to 4 and Fig. 9 and Figure 10, built-in frame unit 1 is also wrapped
Include ladder 109；Ladder 109 is set to the side of built-in frame unit 1 along the vertical direction.
In this embodiment, the side of built-in frame unit 1 is additionally provided with ladder 109, the i.e. direction across bridge along built-in frame unit 1
Ladder 109 up and down is arranged in side, climbs for staff；Ladder 109 is arranged along the vertical direction, and ladder 109 and support plate
107 are connected, and so that staff is climbed up support plate 107 along ladder 109 and work.
Preferably, as shown in Figure 9 and Figure 10, when multiple built-in frame units 1, which are sequentially connected, to be connect, each built-in frame unit 1
Ladder 109 is also sequentially connected with, and is formed a complete continuous ladder 109, is climbed convenient for staff.
Preferably, ladder 109 is welded using the spiral of φ 22, when increasing staff's climbing using spiral
Non-skid property.
In one embodiment of the application, it is preferable that corresponded on built-in 1 side of frame unit and someone is set at ladder 109
Hole.
Built-in 1 side of frame unit, which corresponds to, is arranged someone hole at ladder 109, staff climbing during can by people hole into
Enter in the support plate 107 inside built-in frame unit 1, to work.
In one embodiment of the application, it is preferable that the height of built-in frame unit 1 is 2m；Vertical bar 101 is ∠
100mm × 100mm × 6mm angle steel；Transverse bar member 102 and diagonal brace rod piece 103 are ∠ 63mm × 63mm × 4mm angle steel.
The height that the application designs built-in frame unit 1 is 2m, i.e., carries out processing arrangement by mono- standard knot of 2m, take up space
Small, single-unit is light-weight, facilitates transhipment and installation, and it is high to be applicable to different piers.
Vertical bar 101 uses ∠ 100mm × 100mm × 6mm angle steel as main framing, and transverse bar member 102 uses ∠
63mm × 63mm × 4mm angle steel, diagonal brace rod piece 103 also using ∠ 63mm × 63mm × 4mm angle steel and with vertical bar 101
Triangle rock-steady structure is formed with the welding of transverse bar member 102, above structure size can be under the premise of guaranteeing overall stability
Bracket self weight is reduced, single-unit weight is reduced, facilitates transhipment and installation.
Preferably, the lateral rod piece 105 that above-described embodiment is mentioned also uses ∠ 63mm × 63mm × 4mm angle steel, with cross
It is identical with the specification of diagonal brace rod piece 103 to rod piece 102, it is convenient for material centralized purchasing.
Embodiments herein additionally provides a kind of constructing device, including built in the hollow pier pier shaft of any of the above-described embodiment
Frame 2.
Present invention also provides a kind of constructing device, including frame 2 built in the hollow pier pier shaft of any of the above-described embodiment, due to
Constructing device includes frame 2 built in hollow pier pier shaft, thus whole beneficial effects with frame 2 built in hollow pier pier shaft, herein not
It repeats one by one again.
Embodiments herein additionally provides frame 2 built in a kind of hollow pier pier shaft using above-described embodiment and carries out hollow pier
Pier construction process flow, is suitable for the hollow slope pier of railroad bridge nose circle shape, and technological principle is using frame built in pier shaft as applying
Work platform substitutes pier construction scaffold, in conjunction with template outrigger, is convenient for assembling reinforcement, and method constructing and overhanging model is turned in cooperation, improves work efficiency,
It is horizontal to improve standardized management.
Construction process is surveying and locating → concrete dabbing → pier shaft internal frame installation → reinforcing bar binding → template installation → interior
Frame hangs out → concrete placings → over-form construction.
Specifically, comprising the following steps:
Step 100, surveying and locating；
Bridge pier direction across bridge center of arc vertex is released on cushion cap face using total station, along bridge to point before and after pier center, straight
Four angle points of line segment amount to 8 points, and pop up pier shaft outer contour and template outer contour；
Step 200, concrete dabbing；
Grooving is carried out to cushion cap face along contour line using cutting machine, then carries out concrete surface dabbing；
Specifically, cushion cap face dabbing, which is used, carries out grooving along contour line using cutting machine, and depth about 2cm carries out coagulation afterwards
Native face dabbing.When artificial chiseling, concrete strength is not less than 2.5MPa；Then it is not less than 10MPa when mechanical dabbing, is carried out after dabbing
Cleaning.At bridge pier merogenesis, to guarantee that seam crossing is smooth, when lower section concreting, pours top surface absolute altitude and went out template top about 0.5-
1cm carries out trimming along template top using angle grinder, and inside uses air compressor machine dabbing or artificial chiseling；
Frame built in step 300, pier shaft is installed；
According to the height of pier shaft 3 and pier neck size, designs the structure snd size of 2 unit 1 of frame built in hollow pier pier shaft and take
Build welding；2 unit 1 of frame built in hollow pier pier shaft is overlapped in 3 upper surface of pier shaft by the supporting rod 110 of two sides of the bottom；
Specifically, it is illustrated by taking hollow slope pier (pier neck is having a size of 8.2*3m) as an example.Hollow pier pier neck is having a size of 8.2*
3m considers that pier neck is having a size of 7.2*2m in 50cm wall thickness.Built-in frame planar dimension is 5.7m × 1.5m, and main framing uses 4 ∠
100mm × 100mm × 6mm angle steel, diagonal brace, lateral part use ∠ 63mm × 63mm × 4mm angle steel；
Frame built in fashioned iron is processed by mono- section of 2m, and direction across bridge arranges 16 plain bar of φ by spacing 30cm at the top of every section,
Vertical bridge completely spreads 35cm wide 3mm embossed steel plates as workbench to small mileage, big mileage and direction across bridge left and right side.In direction across bridge
Side arranges that size is not less than 60cm × 60cm into Ren Dong, and the ladder 109 as made of 22 reinforcement welding of φ, ladder 109 is arranged
Every grade of vertical spacing 40cm, horizontal spacing 50cm；
Epimerite is built-in to set up 1.2m high fence, and fence surrounding is welded on upright fence post using 16 plain bar of φ and does column
Bar, and 20cm high 3mm embossed steel plates skirting board is set；
Two road length 2m are set at the fulcrum of built-in frame bottom, and diameter 76mm, wall thickness 4mm Two bors d's oeuveres seamless steel pipe, steel pipe inside has
M68 screw thread, steel pipe both ends are screwed into long 0.6m respectively, and M68 screw rod forms telescopic sleeve pipe structure with seamless steel pipe.It, will when installation
Both ends screw rod back-outs equal length, and overhanging is partially disposed in and is completed on construction pier shaft 3, and solid with hook reinforcing bar is buried in advance
It is fixed.Due to hollow pier boring part, completion section is being poured, anti-drop net is set using internal model strut, is avoiding pendant object.
Step 400, reinforcing bar binding；
Using frame built in pier shaft as job platform, pier shaft reinforcing bar is bound upwards in turn by 3 bottom of pier shaft；
Step 500, template installation；
Template uses over-form construction；When overmolded, on most upper section template indwelling pier shaft 3, following template is turned to most
On upper section template；Template repeats to construct, and makes inside and outside arc plate full configuration, and inner and outer template is fixed in the form of to pull rod；
Specifically, template uses over-form construction, and six pieces of external mold template point, six pieces of inside molding plate point, template is by 2 meters of standard knot
Design, interior external mold plate design 4 section templates altogether, and template processes 8 meters, and each construction formwork turns over 4/6 meter, when each overmolded, most
On upper section indwelling pier shaft 3, following 3 section template is turned on most upper section template, template repeats to construct, and inside and outside arc plate is full
Match, inner and outer template is fixed in the form of to pull rod；
Interlayer ladder is set in external mold, using ladder is logical above and below size mileage side is staggered between every layer of job platform
Row, ladder are process from vertical Liang Gen 63 × 6mm+ of ∟ Heng Xiang ∟ 50 × 5mm angle steel, and one of spacing 21.6cm of ladder step, top
Using the above round steel of diameter 25mm, it is processed into inverted U, on projecting and upper one layer of angle bar frame.
Step 600, built-in frame are hung out；
After reinforcing bar binding, internal frame is integrally hung out using crane；If pier shaft 3 is excessively high, can merogenesis hang out.
Step 700, concrete placings；
Filling concrete uninterruptedly continuously is carried out to pier shaft 3；
Specifically, the perfusion of Bridge Pier concrete guarantees continuous uninterrupted construction, and perfusion pier concrete freely inclines
Drop height degree is no more than 2m, more than when using sliding slot, tumbling barrel or deceleration cylinder reduce the degree of falling that freely inclines, reduce segregation phenomenon to the greatest extent.
The perfusion of pier concrete wants horizontal slice to carry out, and lift height controls within 30cm, and concrete wants vibration compacting, cannot leak
Vibration, owed to shake or over vibration, vibrating time are controlled in 10~20s or so, start bleeding with surface, bubble no longer occur is advisable.
Step 800, over-form construction；
3 hollow thin-wall section of pier shaft is constructed using overmolded method, on most upper section indwelling pier shaft 3 when each overmolded, general
Lower face die plate turns on most upper section template, and circulation is until 3 hollow section of pier shaft is completed.
Specifically, hollow thin-wall section is constructed using overmolded method, and overmolded height is that 4m, 6m are each, and a most upper section is stayed
It sets on pier shaft 3, following 3 section template is turned on most upper section template, circulation is until 3 hollow section of pier shaft is completed.
Construction method provided by the embodiments of the present application has a characteristic that
1. placing shelf structure is simple in, and opposite scaffold building is simple, and work efficiency is high；
2. reusable after the completion of setting up for the first time using frame construction save the cost built in pier shaft；
3. protection is in place using the firm safety of frame construction built in pier shaft；
4. turning over, method constructing and overhanging model concrete joint is more easy to handle, and speed of application is fast；
5. complying with standard is constructed.
Preferably, the height of pier shaft overmolded is consistent with frame height built in hollow pier pier shaft in above-mentioned work progress.
It should be noted that being installed in above-mentioned work progress in frame built in application pier shaft to carry out reinforcing bar binding and template
When, step 300 to step 800 repeats, and frame 2 built in hollow pier pier shaft is placed on hollow pier shaft 3 first, with hollow
Frame 2 built in pier pier shaft is the reinforcing bar binding and template installation that workbench carries out a section pier shaft 3, hangs out frame built in pier shaft later,
Complete the construction of the section pier shaft 3；Pass through supporting rod after the completion of the section pier shaft 3 is built, then by frame 2 built in hollow pier pier shaft
110 are overlapped on the upper surface of hollow pier shaft 3 of completion, carry out the reinforcing bar binding and template installation of next section pier shaft；In repetition
Process is stated, until 3 integral constructing of hollow pier pier shaft is completed.
Finally, it should be noted that the above embodiments are only used to illustrate the technical solution of the present invention., rather than its limitations；To the greatest extent
Pipe present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art should understand that: its according to
So be possible to modify the technical solutions described in the foregoing embodiments, or to some or all of the technical features into
Row equivalent replacement；And these are modified or replaceed, various embodiments of the present invention technology that it does not separate the essence of the corresponding technical solution
The range of scheme.
Claims (10)
1. frame built in a kind of hollow pier pier shaft, which is characterized in that including frame unit built in more piece, built-in frame unit edge described in more piece
Vertical direction is sequentially connected with；
The built-in frame unit includes at least four vertical bars, more transverse bar members and Duo Gen diagonal brace rod piece；
The vertical bar interval is arranged to form polygonal frame；Two institutes are at least set between any adjacent two vertical bar
Transverse bar member is stated, and the both ends of the transverse bar member are connected with two vertical bars respectively；
Piece diagonal brace rod piece, and one end of the diagonal brace rod piece and institute are at least set between any adjacent two vertical bar
It states vertical bar to be connected, the other end of the diagonal brace rod piece is connected with the transverse bar member；
The two sides of built-in frame unit described in coxopodite are horizontally disposed supporting rod.
2. frame built in hollow pier pier shaft according to claim 1, which is characterized in that the supporting rod is telescopic knot
Structure.
3. frame built in hollow pier pier shaft according to claim 1, which is characterized in that the extending direction of the supporting rod hangs down
Directly in the length direction of the built-in frame unit.
4. frame built in hollow pier pier shaft according to claim 1, which is characterized in that the built-in frame unit further includes reinforcing
Rod piece, the vertical spaced set of reinforcing member is between adjacent two vertical bars, and the two of the reinforcing member
End is connected with the transverse bar member respectively；
One end of the diagonal brace rod piece is connected with the vertical bar, the other end and the reinforcing member of the diagonal brace rod piece
It is connected with the junction of the transverse bar member.
5. frame built in hollow pier pier shaft according to claim 1, which is characterized in that built-in frame unit described in two adjacent sections
The diagonal brace rod piece and the tie point of the transverse bar member are on same vertical line.
6. frame built in hollow pier pier shaft according to claim 1, which is characterized in that the both ends horizontal of the vertical bar is set
It is equipped with fixation steel plate, multiple bolts hole are provided on the fixation steel plate；The adjacent built-in frame unit passes through the fixed steel
Plate is mutually fixedly connected.
7. frame built in hollow pier pier shaft according to claim 1, which is characterized in that be provided with branch on the built-in frame unit
Fagging, and the support plate is provided with guardrail on built-in frame unit described in top layer.
8. frame built in hollow pier pier shaft according to claim 1, which is characterized in that the built-in frame unit further includes climbing
Ladder；The ladder is set to the side of the built-in frame unit along the vertical direction.
9. a kind of side for carrying out hollow pier pier construction using frame built in the described in any item hollow pier pier shafts of claim 1 to 8
Method, which comprises the following steps:
Step 100, surveying and locating；
Bridge pier direction across bridge center of arc vertex is released on cushion cap face using total station, along bridge to point, straightway before and after pier center
Four angle points, and pop up pier shaft outer contour and template outer contour；
Step 200, concrete dabbing；
Grooving is carried out to cushion cap face along contour line using cutting machine, then carries out concrete surface dabbing；
Frame built in step 300, pier shaft is installed；
According to the height of pier shaft and pier neck size, designs the structure snd size of frame unit built in hollow pier pier shaft and build welding；
Frame unit is overlapped in pier shaft upper surface by the supporting rod of two sides of the bottom built in hollow pier pier shaft；
Step 400, reinforcing bar binding；
Using frame built in pier shaft as job platform, pier shaft reinforcing bar is bound upwards in turn by pier shaft bottom；
Step 500, template installation；
Template uses over-form construction；When overmolded, on most upper section template indwelling pier shaft, following template is turned into most upper section mould
On plate；Template repeats to construct, and makes inside and outside arc plate full configuration, and inner and outer template is fixed in the form of to pull rod；
Step 600, built-in frame are hung out；
After reinforcing bar binding, built-in frame is hung out using crane；
Step 700, concrete placings；
Filling concrete uninterruptedly continuously is carried out to pier shaft；
Step 800, over-form construction；
Pier shaft hollow thin-wall section is constructed using overmolded method, on a most upper section indwelling pier shaft when each overmolded, by lower face mould
Plate turns on most upper section template, and circulation is until pier shaft hollow section is completed.
10. the method for hollow pier pier construction according to claim 9, which is characterized in that the height of pier shaft overmolded and institute
It is consistent to state frame height built in hollow pier pier shaft.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811003810.7A CN108951429A (en) | 2018-08-30 | 2018-08-30 | The method of frame and hollow pier pier construction built in hollow pier pier shaft |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811003810.7A CN108951429A (en) | 2018-08-30 | 2018-08-30 | The method of frame and hollow pier pier construction built in hollow pier pier shaft |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109505234A (en) * | 2019-01-07 | 2019-03-22 | 海港路桥股份有限公司 | A kind of bridge vase pier connecting frame structure and its construction method |
| CN111576234A (en) * | 2020-05-29 | 2020-08-25 | 中铁一局集团有限公司 | Safe and rapid construction method for turnover-type high pier |
| CN113123243A (en) * | 2021-04-16 | 2021-07-16 | 长江勘测规划设计研究有限责任公司 | Construction method for conveniently installing hollow pier diaphragm plate device |
-
2018
- 2018-08-30 CN CN201811003810.7A patent/CN108951429A/en active Pending
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109505234A (en) * | 2019-01-07 | 2019-03-22 | 海港路桥股份有限公司 | A kind of bridge vase pier connecting frame structure and its construction method |
| CN111576234A (en) * | 2020-05-29 | 2020-08-25 | 中铁一局集团有限公司 | Safe and rapid construction method for turnover-type high pier |
| CN111576234B (en) * | 2020-05-29 | 2021-09-10 | 中铁一局集团有限公司 | Safe and rapid construction method for turnover-type high pier |
| CN113123243A (en) * | 2021-04-16 | 2021-07-16 | 长江勘测规划设计研究有限责任公司 | Construction method for conveniently installing hollow pier diaphragm plate device |
| CN113123243B (en) * | 2021-04-16 | 2022-05-31 | 长江勘测规划设计研究有限责任公司 | Construction method for conveniently installing hollow pier diaphragm plate device |
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