CN208472585U - A kind of Y type pier Construction of continuous beam π type bracket - Google Patents
A kind of Y type pier Construction of continuous beam π type bracket Download PDFInfo
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- CN208472585U CN208472585U CN201821091607.5U CN201821091607U CN208472585U CN 208472585 U CN208472585 U CN 208472585U CN 201821091607 U CN201821091607 U CN 201821091607U CN 208472585 U CN208472585 U CN 208472585U
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Abstract
The utility model relates to a kind of Y type pier Construction of continuous beam π type bracket, the π type bracket includes a pedestal, two built-in fittings, two sandboxes, two main pillars, a stull, two diagonal braces, a upper beam and Duo Gen stringer；The pedestal is installed between two oblique limbs of Y type pier；Two built-in fitting is respectively arranged in two oblique limb bottoms of Y type pier, and affixed with the pedestal respectively；Two sandbox is symmetrically arranged on the pedestal；The two main pillar is vertically arranged to respectively on two sandbox, constitutes H-type structure with the stull；The bottom end of two diagonal brace is connect with the middle part of two main pillars respectively；The upper beam is horizontally installed to the top of described two main pillars, stull and two diagonal braces；The more stringers are respectively arranged in the top of the upper beam.The π type bracket of the utility model have many advantages, such as structure it is simple, can integral hoisting, reduce difficulty of construction, improve working security, improve construction quality, save duration and cost.
Description
Technical field
The utility model relates to bridge construction technical fields, more particularly to a kind of Y type pier Construction of continuous beam π type branch
Frame.
Background technique
Y type pier is widely used in municipal administration/bridges in highway engineering, as shown in Figure 1, Y type pier includes cushion cap y1, vertical pier stud
Y2, two oblique limb y3 and continuous beam y4, the cushion cap y1 play carrying, and the vertical pier stud y2 is mounted on cushion cap y1, described
The bottom of two oblique limb y3 is connect with vertical pier stud y2 respectively, and top is respectively to extending on the outside of vertical pier stud y2 two, the vertical pier
The oblique limb y3 of column y2 and two constitutes y-type structure, and the continuous beam y4 often uses box beam across on two oblique limb y3.
The construction characteristic of Y type pier pier consolidation continuous beam can be summarized as " new, high, difficult " three words, newly refer to that design is new
Grain husk, technical requirements are tight, and construction is also required to innovate；Height refers to construction risk height, and appearance requirement is high, with high content of technology；Difficulty is
Refer to that support system design is difficult.
Currently, domestic Y type pier continuous beam 0# block construction mainly uses Support Method, by setting between the oblique limb of Y type pier two
Beam bottom mould holder is set, achievees the purpose that subsequent support Y type pier continuous beam 0# block bed die system.Beam bottom mould holder is usually to utilize ten thousand
Can rod piece set up assembled falsework on the cushion cap pier shaft two sides of Y type pier, then the top of falsework be laid with Bailey beam, distribution beam and take
If being formed, after the completion of beam bottom mould holder, then 0# block bed die system is installed on it.But the working procedure of this method is multiple
Miscellaneous, higher cost is unfavorable for saving the duration, and difficulty of construction just will increase when bridge width is larger.There are also a kind of construction methods
It is, in the oblique limb upper end setting built-in fitting of Y type pier or preformed hole, then beam bottom board bracket, 0# block bed die to be installed, although this method work
Phase is shorter, but the oblique limb stress of Y type pier is larger, and construction safety risk is higher.
Utility model content
Based on this, the purpose of the utility model is to provide a kind of Y type pier Construction of continuous beam π type brackets, are used to support Y
Continuous beam 0# block bed die system between the oblique limb of the two of type pier, it is simple with structure, can integral hoisting, reduce difficulty of construction, mention
High working security improves construction quality, saves the advantages that duration and cost.
The technical solution that the utility model is taken is as follows:
A kind of Y type pier Construction of continuous beam π type bracket, including a pedestal, two built-in fittings, two sandboxes, two main pillars, a cross
Support, two diagonal braces, a upper beam and Duo Gen stringer；
The pedestal is installed between two oblique limbs of Y type pier；Two built-in fitting is respectively arranged in two oblique limb bottoms of Y type pier
Portion, and it is affixed with the pedestal respectively；Two sandbox is respectively symmetrically installed on the pedestal using the middle line of Y type pier as axis；
The two main pillar is vertically arranged to respectively on two sandbox；The both ends of the stull respectively with described two main branch
The middle part of column is affixed, and constitutes H-type structure with described two main pillars；Outer inclination of two diagonal brace respectively at described two main pillars
It is arranged obliquely, bottom end is connect with the middle part of two main pillars respectively；The two main pillar, stull and the middle line of two diagonal braces are met at
Same point；
The upper beam is horizontally installed to the top of described two main pillars, stull and two diagonal braces, respectively with described two main branch
The top of column and the connection of the top of two diagonal braces；The more stringers are respectively along the longitudinally mounted top in the upper beam of bridge
Portion, and be uniformly distributed in interval.
The fulcrum of Y type pier Construction of continuous beam π type bracket described in the utility model is located at the oblique limb bottom of Y type pier, can incite somebody to action
Beam when Construction of continuous beam is again and construction loads is transmitted to following vertical pier stud, makes full use of the vertical pier stud of Y type pier oneself
Body bearing capacity, while not increasing the additional stress of the oblique limb of Y type pier again, maximum limit reduces the additional stress of oblique limb in the construction process
And deformation, the stringer span of 0# block bed die support system can be reduced to 2.3~2.5m by the whole picture box beam bottom width of conventional method.
Since the load-bearing beam span at supporting beam bottom is reduced, it is convenient to omit Y type pier two sides support bracket is set up, and holds two side stand of pier only
By wing plate self weight and construction loads, construction safety reliability is improved, bed die support system amount of deflection is reduced, and improves box girder construction
Presentation quality.And the π type support force is simply clear, can the assembled then integral hoisting installation outside pier, reduce construction
Difficulty alleviates labor intensity, separates the support system at box beam bottom with wing plate support system, improves safety.
Compared with the existing technology, after the Y type pier Construction of continuous beam π type bracket of the utility model comes into operation, it is possible to reduce
The span of bracket installation spandrel girder is set up in Y type pier two sides, to reduce difficulty of construction, the duration is saved, reduces construction turnover
The investment of material, and security reliability is improved, it is finally reached and improves construction quality, the purpose of save the cost.
Further, the upper beam hinged connection in top with the top and two diagonal braces of described two main pillars respectively,
The bottom end of two diagonal brace respectively with the hinged connection in middle part of described two main pillars.Due to using hinged connection, therefore theoretically institute
The node stated between upper beam, two main pillars and two diagonal braces is not subject to moment of flexure, is solely subjected to axle power effect, can guarantee bracket
Overall stability and fastness, while facilitate adjustment connection angle, be adapted to the construction of various Y type pier continuous beams.
It further, further include six hinged-supports, wherein the seat bottom of four hinged-supports is respectively welded in the upper beam
Bottom, pin shaft are connect with the top on the top of described two main pillars and two diagonal braces respectively, the seat bottom of other two hinged-support
It is respectively welded in the middle part of described two main pillars, pin shaft is connect with the bottom end of two diagonal brace respectively.By using hinged-support,
Bracket installation effectiveness is improved, and dismounting is also more convenient, be used in turn π type bracket can repeatedly in similar projects, has saved construction
Cost.
Further, the top of the upper beam according to box beam used by Y type pier Construction of continuous beam bottom it is linear plus
Work camber.The bracket adaptability linear to box beam bottom has it to same pattern Y type bridge pier Construction of continuous beam general
Property, and have the property be transformed to similar Y type bridge pier Construction of continuous beam.
Further, the built-in fitting is pre-embedded steel slab, is formed by steel plate and with the U-shaped dowel of steel plate welding, described
Steel plate is set to the oblique limb bottom inside face of Y type pier, and the U-shaped dowel is embedded in the oblique limb bottom of Y type pier；Two built-in fitting
Steel plate central point line it is parallel with bridge middle line, and between two oblique limbs of Y type pier minimum point vertical range be less than 50cm.
Further, the pedestal is formed using Two bors d's oeuveres channel steel processing and fabricating, and the steel plate with two built-in fitting respectively
Welding.By limiting herein, material cost can be saved, and is conducive to improve the stability of bracket.
Further, the sandbox and the tube chamber welds with base, are bolted with the main pillar；The stringer with
The upper beam spot welding connection.By limiting herein, is conducive to the stability for improving bracket, facilitates installing and dismounting.
Further, the main pillar, stull and diagonal brace are all made of No. 25 channel steels of Two bors d's oeuveres.
Further, the upper beam is formed using Two bors d's oeuveres 40a type groove steel processing and fabricating, is used between two 40a type groove steel
The junction steel plate of thick 5mm is welded to connect, and is welded with the steel plate of thickness 10mm by the spacing of every 30cm in the notch of every 40a type groove steel
Reinforce.
Further, the stringer uses No. 10 channel steels, and the part in the upper beam between two diagonal brace is pressed
1 stringer is arranged in the spacing of every 20cm, and the two sides beyond two diagonal brace are uniformly arranged 2~3 stringers by interval respectively.
The another object of the utility model is, provides the installation of the Y type pier Construction of continuous beam π type bracket of any of the above-described
Construction method, the construction method of installation the following steps are included:
(1) in the two oblique limbs construction of Y type pier, two built-in fittings are respectively arranged in two oblique limb bottoms；
(2) two sandboxes, two main pillars, stull, two diagonal braces and upper beam are assembled into bracket；
(3) after two oblique limbs of Y type pier pour completion and form removable, pedestal is installed between two oblique limbs, and the bottom of by
Seat is welded with two built-in fitting respectively；
(4) by the assembled good bracket integral hoisting to pedestal of step (2), then pedestal is welded with two sandboxes respectively；
(5) more stringers are installed at the top of upper beam, complete the installation of the Y type pier Construction of continuous beam π type bracket.
Section components are first assembled into bracket, then integral hoisting outside pier by construction method of installation described in the utility model
To installation site, difficulty of construction is reduced, scene is avoided to set up, alleviates labor intensity, also improves safety.
Further, the built-in fitting is pre-embedded steel slab, is formed by steel plate and with the U-shaped dowel of steel plate welding；Step (1)
In, the steel plate of built-in fitting is set to the oblique limb bottom inside face of Y type pier, its U-shaped dowel is embedded in the oblique limb bottom of Y type pier
It is interior, and keep the steel plate central point line of two built-in fitting parallel with bridge middle line, installation error is no more than 2mm.By herein
It limits, is conducive to the overall stability for improving bracket, meets construction requirement.
Further, in step (4), the assembled good bracket of step (2), which is lifted the position tolerance to pedestal, is
2mm.By limiting herein, is conducive to the overall stability for improving bracket, meets construction requirement.
In order to better understand and implement, according to the present invention will be described in detail below with reference to the accompanying drawings.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of Y type pier；
Fig. 2 is the structural schematic diagram of the Y type pier Construction of continuous beam π type bracket of the utility model；
Fig. 3 is assembly elevational schematic view of the Y type pier Construction of continuous beam π type bracket of the utility model in Y type pier；
Fig. 4 is the mounting plane schematic diagram of the Y type pier Construction of continuous beam π type bracket of the utility model.
Specific embodiment
Please refer to Fig. 2~4, the Y type pier Construction of continuous beam π type bracket of the utility model include a pedestal 1, two built-in fittings 2,
Two sandboxes 3, two main pillars 4, a stull 5, two diagonal braces 6, a upper beam 7 and Duo Gen stringer 8.
The pedestal 1 is installed between two oblique limb y3 of Y type pier.Two built-in fitting 2 be respectively arranged in Y type pier two tiltedly
The bottom limb y3, and it is affixed with the pedestal 1 respectively.The pedestal 1 is connected by two built-in fitting 2 and described two oblique limb y3 respectively
It connects.Two sandbox 3 is respectively symmetrically installed on the pedestal 1 using the middle line of Y type pier as axis.
The two main pillar 4 is vertically arranged to respectively on two sandbox 3, and bottom end is connect with the sandbox 3 respectively.Institute
It is horizontally disposed to state stull 5, both ends are affixed with the middle part of described two main pillars 4 respectively, and constitute H-type with described two main pillars 4
Structure.Two diagonal brace 6 tilts upward setting respectively at the outside of described two main pillars 4, bottom end respectively with two main pillars 4
Middle part connection.Middle line, the middle line of stull 5 and the middle line of two diagonal braces 6 of the two main pillar 4 meet at same point.
The upper beam 7 is horizontally installed to the top of described two main pillars 4, stull 5 and two diagonal braces 6, respectively with described two
The top of main pillar 4 and the connection of the top of two diagonal braces 6.The more stringers 8 are longitudinally mounted in the upper cross along bridge respectively
The top of beam 7, and be uniformly distributed in interval.
Connection type in order to improve the overall stability and use, property convenient for disassembly and assembly of bracket, between each component are as follows:
The pedestal 1 is welded with two built-in fitting 2, and the sandbox 3 is welded with the pedestal 1, with the main pillar 4
It is bolted, the stringer 8 is connect with 7 spot welding of upper beam；
The upper beam 7 hinged connection in top with the top of described two main pillars 4 and two diagonal braces 6 respectively, described two
The bottom end of diagonal brace 6 is connect with the middle part of described two main pillars 4 respectively, and specifically, the Y type pier Construction of continuous beam π type bracket is also
Including six hinged-supports 9, wherein the seat bottom of four hinged-supports 9 is respectively welded in the bottom of the upper beam 7, pin shaft respectively with
The top of the two main pillar 4 and the top connection of two diagonal braces 6, the seat bottom of other two hinged-support 9 is respectively welded in described
The middle part of two main pillars 4, pin shaft are connect with the bottom end of two diagonal brace 6 respectively.
In the present embodiment, the built-in fitting 2 is pre-embedded steel slab, by the steel plate of thick 10mm and the U-shaped anchor with steel plate welding
Muscle composition, the steel plate are set to the oblique limb y3 bottom inside face of Y type pier, and the U-shaped dowel is embedded in the bottom oblique limb y3 of Y type pier
It is interior.The steel plate central point line of two built-in fitting 2 is parallel with bridge middle line, and the minimum point between two oblique limb y3 of Y type pier
Vertical range be less than 50cm.
The pedestal 1 is formed using Two bors d's oeuveres 32a type groove steel processing and fabricating, and the connection of thickness 5mm is used between two 32a type groove steel
Steel plate is welded to connect.The pedestal 1 is cut according to the tilt angle of two oblique limb y3 and the oblique angles of bridge of Y type pier,
Guarantee that it suits gapless between the steel plate of built-in fitting 2, and using welding between the steel plate of built-in fitting 2.
The sandbox 3 is welded using the steel plate of thickness 10mm, is connected between the main pillar 4 using φ 14mm bolt
It connects.The sandbox 3 fills height 40cm after sand, can decline 20cm after sand is released.
The main pillar 4 uses No. 25 channel steels of Two bors d's oeuveres, is welded and is connected using the junction steel plate of thickness 5mm between two No. 25 channel steels
It connects.The steel plate of one piece of thickness 10mm, size 30cm × 20cm are welded in the bottom end of the main pillar 4, and punching is for installing on the steel plate
φ 14mm is bolted.
The stull 5 uses No. 25 channel steels of Two bors d's oeuveres, is welded to connect between two No. 25 channel steels using the junction steel plate of thickness 5mm.
The diagonal brace 6 uses No. 25 channel steels of Two bors d's oeuveres, is welded to connect between two No. 25 channel steels using the junction steel plate of thickness 5mm.
The upper beam 7 is formed using Two bors d's oeuveres 40a type groove steel processing and fabricating, and the company of thickness 5mm is used between two 40a type groove steel
Steel plate welded connecting is connect, is welded and is reinforced by the spacing of every 30cm with the steel plate of thickness 10mm in the notch of every 40a type groove steel.And
And the bottom of box beam used by constructing according to Y type pier continuous beam y4 is linear, using cutting, welding manner by the top of upper beam 7
It is processed into corresponding arc in portion.
The stringer 8 uses No. 10 channel steels.Part in the upper beam 7 between two diagonal braces 6 is by between every 20cm
Away from 1 stringer 8 of setting, upper beam 7 is uniformly arranged 2~3 stringers 8 by interval respectively beyond the two sides of two diagonal braces 6.The stringer
8 specific total quantity is depending on actual needs.
The seat bottom of the hinged-support 9 is welded in main 4 middle part of pillar or 7 bottom of upper beam, pin using the steel plate of thickness 20mm
Axis is the 45# steel of diameter phi 60mm.
It, can either by the above-mentioned restriction to the material and production method of each component in Y type pier Construction of continuous beam π type bracket
Meet every construction requirement such as mechanical strength of bracket entirety, and can achieve the purpose that improve efficiency, save the cost.Each component
Specific size should be determined specifically according to the actual situation, to meet construction needs.
During practice of construction, need to be used to support Y type pier using multiple Y type pier Construction of continuous beam π type brackets
The 0# block bed die system of continuous beam y4 between two oblique limb y3, in conjunction with shown in Fig. 3 and Fig. 4, specific construction method of installation is as follows:
S1: by design drawing processing, good each component is manufactured, the position for needing to weld is welded by three-level weld seam standard.
S2: in the two oblique limb y3 construction of Y type pier, being respectively arranged in two bottoms oblique limb y3 for two built-in fittings 2, specifically will be pre-
The steel plate of embedded part 2 is set to the oblique limb y3 bottom inside face of Y type pier, its U-shaped dowel is embedded in the bottom oblique limb y3 of Y type pier,
It is noted that position is accurate when pre-buried, keep the steel plate central point line of two built-in fitting 2 parallel with bridge middle line, installation error is not
More than 2mm.
S3: two sandboxes 3, two main pillars 4, stull 5, two diagonal braces 6 and upper beam 7 are assembled into bracket outside the venue in construction.
S4: after two oblique limb y3 of Y type pier pour completion and form removable, pedestal 1 being installed between two oblique limb y3, and
Pedestal 1 is welded with two built-in fitting 2 respectively.
S5: by the assembled good bracket integral hoisting to pedestal 1 of step S2, then pedestal 1 is welded with two sandboxes 3 respectively
It connects.
S6: installing more stringers 8 at the top of upper beam 7, completes the installation of the Y type pier Construction of continuous beam π type bracket.
S7: according to step S1~S6, Y type pier Construction of continuous beam π described in a lot of is installed between two oblique limb y3 of Y type pier
After type bracket, then the 0# block bed die system of continuous beam y4 is installed on upper beam 7, the concreting of 0# block bed die system is complete
Finish after reaching dismounting condition, first sandbox 3 is reduced, then removes the Y type pier Construction of continuous beam π type branch one by one from outside to inside
Frame.
The utility model has the advantage that
1) beam weight and construction loads are transmitted to vertical pier stud using π type bracket, make full use of the vertical pier stud of Y type pier
Itself bearing capacity, while not increasing the additional stress of the oblique limb of Y type pier again.
2) since the load-bearing beam span at supporting beam bottom is reduced, it is convenient to omit Y type pier two sides support bracket is set up, and pier two is made
Side stand is subjected only to wing plate self weight and construction loads, improves construction safety reliability.
3) since span is reduced, bed die support system amount of deflection is reduced, and improves box girder construction presentation quality.
4) the π type support force is simply clear, and the middle line of two main pillars, stull and two diagonal braces meets at same point, and
Due to using hinged connection, therefore the node between theoretical upper beam, two main pillars and two diagonal braces is not subject to moment of flexure, is solely subjected to
Axle power effect, can guarantee the overall stability and fastness of bracket.
5) due to using hinged connection, bracket installation effectiveness is high, and it is convenient to remove, and can repeatedly have enough to meet the need in similar projects section makes
With.
Above-described embodiments merely represent several embodiments of the utility model, the description thereof is more specific and detailed,
But it cannot be understood as the limitations to utility model patent range.It should be pointed out that for the common skill of this field
For art personnel, without departing from the concept of the premise utility, various modifications and improvements can be made, these are belonged to
The protection scope of the utility model.
Claims (10)
1. a kind of Y type pier Construction of continuous beam π type bracket, it is characterised in that: including a pedestal, two built-in fittings, two sandboxes, two main branch
Column, a stull, two diagonal braces, a upper beam and Duo Gen stringer；
The pedestal is installed between two oblique limbs of Y type pier；Two built-in fitting is respectively arranged in two oblique limb bottoms of Y type pier,
And it is affixed with the pedestal respectively；Two sandbox is respectively symmetrically installed on the pedestal using the middle line of Y type pier as axis；
The two main pillar is vertically arranged to respectively on two sandbox；The both ends of the stull respectively with described two main pillars
Middle part is affixed, and constitutes H-type structure with described two main pillars；Two diagonal brace is tilted towards on the outside of described two main pillars
Upper setting, bottom end are connect with the middle part of two main pillars respectively；The middle line of the two main pillar, stull and two diagonal braces meets at same
Point；
The upper beam is horizontally installed to the top of described two main pillars, stull and two diagonal braces, respectively with described two main pillars
Top and the connection of the top of two diagonal braces；The more stringers respectively along the longitudinally mounted top in the upper beam of bridge, and
It is uniformly distributed in interval.
2. Y type pier Construction of continuous beam π type bracket according to claim 1, it is characterised in that: the upper beam respectively with institute
State the hinged connection in top on the top and two diagonal braces of two main pillars, the bottom end of two diagonal brace respectively with described two main pillars
The hinged connection in middle part.
3. Y type pier Construction of continuous beam π type bracket according to claim 2, it is characterised in that: it further include six hinged-supports,
Wherein the seat bottom of four hinged-supports is respectively welded in the bottom of the upper beam, the pin shaft top with described two main pillars respectively
And two diagonal brace top connection, the seat bottom of other two hinged-support is respectively welded in the middle part of described two main pillars, pin shaft
It is connect respectively with the bottom end of two diagonal brace.
4. Y type pier Construction of continuous beam π type bracket according to claim 1, it is characterised in that: the top of the upper beam according to
Linear arc is processed into according to the bottom of box beam used by Y type pier Construction of continuous beam.
5. Y type pier Construction of continuous beam π type bracket according to claim 1, it is characterised in that: the built-in fitting is pre-buried steel
Plate is formed by steel plate and with the U-shaped dowel of steel plate welding, and the steel plate is set to the oblique limb bottom inside face of Y type pier, the U
Type dowel is embedded in the oblique limb bottom of Y type pier；The steel plate central point line of two built-in fitting is parallel with bridge middle line, and with
The vertical range of minimum point is less than 50cm between two oblique limbs of Y type pier.
6. Y type pier Construction of continuous beam π type bracket according to claim 5, it is characterised in that: the pedestal uses Two bors d's oeuveres slot
Steel processing and fabricating forms, and welds respectively with the steel plate of two built-in fitting.
7. Y type pier Construction of continuous beam π type bracket according to claim 1, it is characterised in that: the sandbox and the pedestal
Welding, is bolted with the main pillar；The stringer is connect with the upper beam spot welding.
8. Y type pier Construction of continuous beam π type bracket according to claim 1, it is characterised in that: the main pillar, stull and
Diagonal brace is all made of No. 25 channel steels of Two bors d's oeuveres.
9. Y type pier Construction of continuous beam π type bracket according to claim 1, it is characterised in that: the upper beam uses Two bors d's oeuveres
40a type groove steel processing and fabricating forms, and is welded to connect between two 40a type groove steel using the junction steel plate of thickness 5mm, every 40a type groove
It is welded and is reinforced by the spacing of every 30cm with the steel plate of thickness 10mm in the notch of steel.
10. Y type pier Construction of continuous beam π type bracket according to claim 1, it is characterised in that: the stringer uses No. 10
Channel steel, 1 stringer is arranged by the spacing of every 20cm in the part in the upper beam between two diagonal brace, beyond described
The two sides of two diagonal braces are uniformly arranged 2~3 stringers by interval respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821091607.5U CN208472585U (en) | 2018-07-10 | 2018-07-10 | A kind of Y type pier Construction of continuous beam π type bracket |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821091607.5U CN208472585U (en) | 2018-07-10 | 2018-07-10 | A kind of Y type pier Construction of continuous beam π type bracket |
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| Publication Number | Publication Date |
|---|---|
| CN208472585U true CN208472585U (en) | 2019-02-05 |
Family
ID=65210055
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821091607.5U Withdrawn - After Issue CN208472585U (en) | 2018-07-10 | 2018-07-10 | A kind of Y type pier Construction of continuous beam π type bracket |
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| Country | Link |
|---|---|
| CN (1) | CN208472585U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108755438A (en) * | 2018-07-10 | 2018-11-06 | 中铁五局集团第四工程有限责任公司 | A kind of Y types pier Construction of continuous beam π types holder and its construction method of installation |
-
2018
- 2018-07-10 CN CN201821091607.5U patent/CN208472585U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108755438A (en) * | 2018-07-10 | 2018-11-06 | 中铁五局集团第四工程有限责任公司 | A kind of Y types pier Construction of continuous beam π types holder and its construction method of installation |
| CN108755438B (en) * | 2018-07-10 | 2021-08-17 | 中铁五局集团第四工程有限责任公司 | Y-shaped pier continuous beam construction pi-shaped support and installation construction method thereof |
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