CN219410544U - Cast-in-situ sidewalk structure - Google Patents

Cast-in-situ sidewalk structure Download PDF

Info

Publication number
CN219410544U
CN219410544U CN202320220513.8U CN202320220513U CN219410544U CN 219410544 U CN219410544 U CN 219410544U CN 202320220513 U CN202320220513 U CN 202320220513U CN 219410544 U CN219410544 U CN 219410544U
Authority
CN
China
Prior art keywords
road beam
cast
steel sheet
profiled steel
railing
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202320220513.8U
Other languages
Chinese (zh)
Inventor
黄文龙
徐叶明
高毅
周建利
张姚
傅国宁
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China United Engineering Corp Ltd
Original Assignee
China United Engineering Corp Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by China United Engineering Corp Ltd filed Critical China United Engineering Corp Ltd
Priority to CN202320220513.8U priority Critical patent/CN219410544U/en
Application granted granted Critical
Publication of CN219410544U publication Critical patent/CN219410544U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/60Planning or developing urban green infrastructure

Landscapes

  • Road Paving Structures (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

The utility model provides a cast-in-situ pavement structure, which well solves the problems of difficult formwork supporting and removing of a cast-in-situ pavement plate, and has convenient construction and strong applicability. The utility model comprises a railing base, a middle road beam and an outer road beam; the railing base, the middle road beam and the outer road beam are sequentially arranged; the method is characterized in that: the concrete slab also comprises fixing pegs, profiled steel sheets and concrete slabs; the profiled steel sheet is fixed on the railing base, the middle road beam and the outer road beam by adopting fixing studs; the concrete slab is paved on the profiled steel sheet; the railing base, the middle road beam, the outer road beam and the concrete slab are poured into a whole.

Description

Cast-in-situ sidewalk structure
Technical Field
The utility model relates to a cast-in-situ pavement structure.
Background
At present, the conventional pavement structure with the bridge precast slabs has the outstanding characteristic of rapid construction, but according to engineering practical experience, as the pavement slabs are precast, the joints are more, so that water is often accumulated in the pavement, and the pavement prefabrication degree is low and the construction is more complicated under the condition that the bridge deck pavement is widened. If the cast-in-situ pavement slab is adopted, the lower clearance of the slab is low, and the problems of formwork supporting, difficult formwork removing and the like exist, so that the conventional cast-in-situ formwork cannot be used.
Disclosure of Invention
The utility model aims to overcome the defects in the prior art, and provides the cast-in-situ pavement structure with reasonable structural design, which well solves the problems of difficult formwork supporting and removing of the cast-in-situ pavement plate, and has convenient construction and strong applicability.
The utility model solves the problems by adopting the following technical scheme: a cast-in-situ pavement structure comprises a railing base, a middle pavement beam and an outer pavement beam; the railing base, the middle road beam and the outer road beam are sequentially arranged; the method is characterized in that: the concrete slab also comprises fixing pegs, profiled steel sheets and concrete slabs; the profiled steel sheet is fixed on the railing base, the middle road beam and the outer road beam by adopting fixing studs; the concrete slab is paved on the profiled steel sheet; the railing base, the middle road beam, the outer road beam and the concrete slab are poured into a whole.
The railing base, the middle road beam and the outer road beam are all made of concrete materials.
The utility model also comprises a pedestrian railing, wherein the pedestrian railing is arranged on the railing base.
The outer side of the outer side road beam is paved with a bridge deck.
The profiled steel sheet of the utility model is a galvanized steel sheet.
The brand of the profiled steel sheet is S250.
The fixing peg adopts a round head peg.
The fixing stud is arranged at the groove of the pressed steel plate.
Compared with the prior art, the utility model has the following advantages and effects:
1) The utility model adopts cast-in-situ concrete plates and profiled steel plates to form a combination, and then the combination is poured into a whole with the pavement beam. The practical problems of the cast-in-situ pavement plate such as formwork supporting and difficult formwork removing are well solved, the bearing capacity of a conventional concrete slab can be improved, the plate thickness is optimized, the practical problems that the clearance is low and the conventional cast-in-situ formwork cannot be arranged under the existing cast-in-situ pavement structure are effectively solved, and the cast-in-situ pavement plate is free from demoulding and convenient to construct.
2) Compared with the conventional precast slab of the concrete pavement, the bearing capacity of the precast slab of the concrete pavement is improved, and the thickness of the concrete slab and the concrete consumption can be effectively reduced.
Drawings
FIG. 1 is a schematic view showing the structure of a profiled steel sheet according to an embodiment of the utility model before installation.
FIG. 2 is a schematic view showing the structure of a profiled steel sheet according to an embodiment of the utility model after installation.
Fig. 3 is a schematic view of the concrete slab according to the embodiment of the utility model after installation.
Fig. 4 is a schematic structural view of an embodiment of the present utility model.
Fig. 5 is a schematic cross-sectional structure of an embodiment of the present utility model.
Detailed Description
The present utility model will be described in further detail by way of examples with reference to the accompanying drawings, which are illustrative of the present utility model and not limited to the following examples.
The embodiment of the utility model comprises a pedestrian railing 1, a railing base 2, a middle road beam 3, an outer road beam 4, a bridge deck pavement 5, fixing pegs 6, profiled steel plates 7 and concrete slabs 8.
The railing base 2, the middle road beam 3 and the outer road beam 4 are sequentially arranged, and the railing base 2, the middle road beam 3 and the outer road beam 4 are all made of concrete materials. The pedestrian rail 1 is arranged on the rail base 2. The outer side of the outer side road beam 4 is provided with a bridge deck pavement 5.
Profiled steel sheets 7 are fixed to the railing base 2, the middle rail beam 3 and the outer rail beam 4 by fixing studs 6. The profiled steel sheet 7 is a galvanized steel sheet, and the brand is S250 specified by GB/T2518; the fixing bolt is a round head bolt with the diameter of 13mm, adopts ML15 steel and is arranged at the groove of the profiled steel sheet 7.
The concrete slab 8 is laid on the profiled steel sheet 7 by cast-in-situ. Finally, the railing base 2, the middle road beam 3, the outer road beam 4 and the concrete slab 8 are poured into a whole.
In addition, it should be noted that the specific embodiments described in the present specification may vary from part to part, from name to name, etc., and the above description in the present specification is merely illustrative of the structure of the present utility model. All equivalent or simple changes of the structure, characteristics and principle according to the inventive concept are included in the protection scope of the present patent. Those skilled in the art may make various modifications or additions to the described embodiments or substitutions in a similar manner without departing from the scope of the utility model as defined in the accompanying claims.

Claims (8)

1. A cast-in-situ pavement structure comprises a railing base, a middle pavement beam and an outer pavement beam; the railing base, the middle road beam and the outer road beam are sequentially arranged; the method is characterized in that: the concrete slab also comprises fixing pegs, profiled steel sheets and concrete slabs; the profiled steel sheet is fixed on the railing base, the middle road beam and the outer road beam by adopting fixing studs; the concrete slab is paved on the profiled steel sheet; the railing base, the middle road beam, the outer road beam and the concrete slab are poured into a whole.
2. The cast-in-place pavement structure of claim 1, wherein: the railing base, the middle road beam and the outer road beam are all made of concrete materials.
3. The cast-in-place pavement structure of claim 1, wherein: still include the pedestrian railing, the pedestrian railing sets up on the railing base.
4. The cast-in-place pavement structure of claim 1, wherein: the outer side of the outer side road beam is paved with a bridge deck.
5. The cast-in-place pavement structure of claim 1, wherein: the profiled steel sheet is a galvanized steel sheet.
6. The cast-in-place pavement structure of claim 1 or 5, wherein: the brand of the profiled steel sheet is S250.
7. The cast-in-place pavement structure of claim 1, wherein: the fixing peg adopts a round head peg.
8. The cast-in-place pavement structure of claim 1, wherein: the fixing studs are arranged at the grooves of the pressed steel plate.
CN202320220513.8U 2023-02-15 2023-02-15 Cast-in-situ sidewalk structure Active CN219410544U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202320220513.8U CN219410544U (en) 2023-02-15 2023-02-15 Cast-in-situ sidewalk structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202320220513.8U CN219410544U (en) 2023-02-15 2023-02-15 Cast-in-situ sidewalk structure

Publications (1)

Publication Number Publication Date
CN219410544U true CN219410544U (en) 2023-07-25

Family

ID=87244408

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202320220513.8U Active CN219410544U (en) 2023-02-15 2023-02-15 Cast-in-situ sidewalk structure

Country Status (1)

Country Link
CN (1) CN219410544U (en)

Similar Documents

Publication Publication Date Title
EP0656085B1 (en) Bridge construction
WO2006062801A3 (en) Bridge construction system and method
CN102086629B (en) Longitudinally slidable steel-concrete anti-lifting connecting member and construction method thereof
CN110747754B (en) Shear-resisting reinforcing method for oblique section of wide hollow slab
CN201447669U (en) Road bridge after reinforcement construction by removing beam and adding rib
CN107237232B (en) high-durability cement concrete pavement expansion joint structure and construction method thereof
CN109338885B (en) Steel bridge deck pavement structure with stress transition layer and construction method thereof
CN206298836U (en) A kind of bridge of use Z bar plate connector spells construction wide
CN201865037U (en) Assembly type hollow slab bridge transferring force by adopting bracket instead of ribbet
CN103205930B (en) Structure for continuous transformation of existing simply supported hollow slab girder bridge and construction method of structure
CN219410544U (en) Cast-in-situ sidewalk structure
CN202181507U (en) Bridge floor continuous structure of simply-supported bridge
CN204059178U (en) A kind of prefabricated T-shaped beam
CN106049256B (en) A kind of profiled sheet-Wavelike steel webplate-truss combination beamss and its construction method
CN205874960U (en) Profiled sheet wave form steel web truss combination beam
CN214005536U (en) Concrete guardrail reforms transform structure
CN210368579U (en) Small simply supported bridge for rural river
CN210857692U (en) Splicing structure of prestressed bidirectional stress laminated slab
CN2276953Y (en) Prestressed concrete hollow floor
CN220335732U (en) Hollow slab bridge structure reinforced by ultra-high performance concrete
CN218436584U (en) Honeycomb small box girder and honeycomb small box girder bridge
CN221094826U (en) Cantilever type sidewalk construction system for bridge
KR102336024B1 (en) Footbridge and road bridge construction method using pier girder with upward reinforcement rib
CN220183796U (en) Longitudinal double-piece type prefabricated assembled prestressed concrete bent cap structure
CN221421654U (en) UHPC groove type beam bridge

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant