CN202090296U - Hollow prestressed reinforced concrete ribbed plate - Google Patents

Hollow prestressed reinforced concrete ribbed plate Download PDF

Info

Publication number
CN202090296U
CN202090296U CN2011200184948U CN201120018494U CN202090296U CN 202090296 U CN202090296 U CN 202090296U CN 2011200184948 U CN2011200184948 U CN 2011200184948U CN 201120018494 U CN201120018494 U CN 201120018494U CN 202090296 U CN202090296 U CN 202090296U
Authority
CN
China
Prior art keywords
reinforced concrete
base plate
cover plate
concrete
hollow
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.)
Expired - Fee Related
Application number
CN2011200184948U
Other languages
Chinese (zh)
Inventor
龚文彦
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN2011200184948U priority Critical patent/CN202090296U/en
Application granted granted Critical
Publication of CN202090296U publication Critical patent/CN202090296U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Sewage (AREA)

Abstract

The utility model discloses a hollow prestressed reinforced concrete ribbed plate which comprises a prestressed reinforced concrete base plate 1 and reinforced concrete longitudinal ribs 2. Hollow concrete thin-walled boxes 3 are embedded between the base plate 1 and the longitudinal ribs 2 at equal intervals; a wing flange 4 is respectively retained at two sides of the base plate 1; and rib grooves 5 are retained in the transverse direction of the base plate 1. Thus, after a plurality of the hollow prestressed reinforced concrete ribbed plates are assembled, a bottom mold for a reinforced concrete two-way ribbed cover plate in a reinforced concrete cover plate culvert is automatically formed, and then a hollow reinforced concrete two-way ribbed cover plate in the reinforced concrete cover plate culvert is formed by casting reinforced concrete two-way rib beams and panels. The cover plate has the characteristics of large bearing capacity, good integrity, simplicity, convenience and fastness in construction, low construction cost and the like and can be widely used as reinforced concrete cover plates of various culverts in highway engineering.

Description

Prestressed reinforced concrete hollowcore slab with ribbing
Technical field:
The utility model relates to the prestressed reinforced concrete hollowcore slab with ribbing of steel bar concrete slab culvert in a kind of highway engineering.
Background technology:
In the design of the cover plate of the steel concrete slab culvert in highway engineering since the span of culvert cover plate generally less (≤6m),, often adopt the prefabricated reinforced concrete solid slab for easy construction, thickness of slab does not wait at 30~50cm.Because banketing on the culvert cover plate is thicker, from great, therefore, its cover plate is as pressing the solid slab design of prefabricated reinforced concrete, and the consumption of its concrete and reinforcing bar is big and uneconomic, and there are not lateral ties between the precast plate, globality is poor, and cover plate itself does not have water proofing property, need carry out construction of waterproof layer, so the overall cost of prefabricated reinforced concrete cover plate is not low.
The steel bar concrete two-way multi-ribbed plate is because two-way with ribbing, and rib spacing is less, and therefore, not only stress performance is good, and rigidity is big, good integrity, be out of shape little, and from heavy and light, material saving, good economy performance.Its inconvenience is that template supports complexity, the cost height, and therefore, the template that if can reasonably handle the steel bar concrete two-way multi-ribbed plate well supports, and its application in the steel bar concrete slab culvert will extensively be promoted.
The utility model content:
The purpose of this utility model is to provide the permanent form of a kind of prefabricated reinforced concrete hollowcore slab with ribbing as close rib building roof, then by after water steel bar concrete girt strip and panel, make it to form the cover plate in the all-in-one-piece steel bar concrete slab culvert.
The technical solution adopted in the utility model is: prestressed reinforced concrete hollowcore slab with ribbing, it comprises a prestressed reinforced concrete base plate, two vertical ribs of steel bar concrete, concrete thin-walled hollow box is embedded between base plate and the vertical rib equally spacedly, and the edge of a wing is left in described base plate both sides, laterally leaves the rib groove.
In order to improve crack resistance, strengthen rigidity and supporting capacity, described base plate adopts prestressed reinforced concrete, and vertical rib adopts steel bar concrete.
Hollow box is the hollow box of concrete opening thin.
Because base plate of the present utility model leaves the edge of a wing, laterally leave the rib groove, after some the utility model assembly units, will form the bed die of the steel bar concrete two-way ribs cover plate in the steel bar concrete slab culvert automatically, build two-way girt strip of steel concrete and panel then, form the hollow cover plate of steel bar concrete two-way ribs.This kind cover plate, it is big to have a bearing capacity, and good integrity, characteristics such as easy construction is quick, cost is low can be widely used in the steel bar concrete cover plate of the various culverts in the highway engineering.
Description of drawings:
Fig. 1 is a structural representation of the present utility model.
Fig. 2 is the utility model cross-section cutaway view.
Fig. 3 is the utility model side sectional view.
The specific embodiment:
As can be seen from Figure 1, the utlity model has base plate 1 and vertical rib 2, hollow box 3 is embedded between base plate 1 and the vertical rib 2 equally spacedly, and the edge of a wing 4 is left in described base plate 1 both sides, laterally leaves rib groove 5.Vertical rib 2 adopts steel bar concrete, and base plate 1 can adopt steel bar concrete, but preferably adopts prestressed reinforced concrete, can make its mechanical property better like this, and hollow box 3 adopts the hollow box of concrete opening thin.

Claims (2)

1. prestressed reinforced concrete hollowcore slab with ribbing, it comprises prestressed reinforced concrete base plate (1) and the vertical rib (2) of steel bar concrete, it is characterized in that: concrete thin-walled hollow box (3) is embedded between base plate (1) and the vertical rib (2) equally spacedly, the edge of a wing (4) is left in described base plate (1) both sides, laterally leaves rib groove (5).
2. prestressed reinforced concrete according to claim 1 hollowcore slab with ribbing is characterized in that: hollow box (3) is the hollow box of concrete opening thin.
CN2011200184948U 2011-01-21 2011-01-21 Hollow prestressed reinforced concrete ribbed plate Expired - Fee Related CN202090296U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011200184948U CN202090296U (en) 2011-01-21 2011-01-21 Hollow prestressed reinforced concrete ribbed plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011200184948U CN202090296U (en) 2011-01-21 2011-01-21 Hollow prestressed reinforced concrete ribbed plate

Publications (1)

Publication Number Publication Date
CN202090296U true CN202090296U (en) 2011-12-28

Family

ID=45365373

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011200184948U Expired - Fee Related CN202090296U (en) 2011-01-21 2011-01-21 Hollow prestressed reinforced concrete ribbed plate

Country Status (1)

Country Link
CN (1) CN202090296U (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105804301A (en) * 2016-05-06 2016-07-27 湖南标迪夫节能科技有限公司 Open-type cavity prefabricated slab for cast-in-place cavity floor cover
CN106499117A (en) * 2016-11-08 2017-03-15 湖南诚友绿色建材科技有限公司 A kind of movable greening enclosing wall plate
CN106836620A (en) * 2017-02-16 2017-06-13 湖南诚友绿色建材科技有限公司 A kind of structure-integrated roof boarding of thermal insulation green
CN107476333A (en) * 2017-10-16 2017-12-15 湖南诚友绿色建材科技有限公司 The outer board-like ecological retaining wall of stepped post
CN107989246A (en) * 2017-10-28 2018-05-04 湖南诚友绿色建材科技有限公司 A kind of pre-stress concrete cored slab with ribbing

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105804301A (en) * 2016-05-06 2016-07-27 湖南标迪夫节能科技有限公司 Open-type cavity prefabricated slab for cast-in-place cavity floor cover
CN106499117A (en) * 2016-11-08 2017-03-15 湖南诚友绿色建材科技有限公司 A kind of movable greening enclosing wall plate
CN106836620A (en) * 2017-02-16 2017-06-13 湖南诚友绿色建材科技有限公司 A kind of structure-integrated roof boarding of thermal insulation green
CN107476333A (en) * 2017-10-16 2017-12-15 湖南诚友绿色建材科技有限公司 The outer board-like ecological retaining wall of stepped post
CN107989246A (en) * 2017-10-28 2018-05-04 湖南诚友绿色建材科技有限公司 A kind of pre-stress concrete cored slab with ribbing

Similar Documents

Publication Publication Date Title
CN202194059U (en) Prestress steel bar concrete tight rib hollow lamination box beam
CN205063126U (en) Belted steel pipe truss superimposed sheet
CN202090296U (en) Hollow prestressed reinforced concrete ribbed plate
CN201714078U (en) Internal corner component of aluminum alloy building engineering formwork
CN209397803U (en) A kind of removable steel bar girder laminated floor slab of UHPC ultra-high performance concrete
CN204326337U (en) A kind of prestressed concrete ribbed thin slab bidirectional laminated slab superstructure
CN201933646U (en) Section steel connecting node of precast shear wall
CN104060738A (en) Reserved cast-in-situ strip assembly integral concrete floor slab
CN100365218C (en) Combined hollow floor slab comprising steel, concrete and hung fireproof ardealite plate and its production process
CN205276628U (en) Combination system of superimposed sheet bottom plate truss
CN102409852A (en) Construction method for wood formwork with bigger circular structure by taking reinforcing steel bar as lateral rear edge
CN2784496Y (en) Reinforced concrete prefabricated plate
CN203270856U (en) Building wall
CN206957042U (en) Light composite heat insulation outer wall plate and particular manufacturing craft
CN203393880U (en) Enhanced type reinforced concrete laminated floor slab
CN202023281U (en) Assembled integral concrete multi-ribbed hollow floor slab
CN105155855A (en) Arrangement method of short-span negative-moment reinforcing steel bars of assembled core post-grouted concrete plates
CN206233083U (en) A kind of combined-type box beam construction
CN204001331U (en) Reserved cast-in-place band assembled integral concrete floor
CN203856132U (en) Cold-formed thin-walled arch-shaped roof truss for buildings
CN112922207A (en) Concrete one-way laminated slab with exposed slab net frame at bottom
CN203440966U (en) Section steel plate rib concrete composite floor slab
CN102094481B (en) Assembled monolithic concrete ribbed hollow floor slab
CN202090446U (en) Prestressed reinforced concrete ribbed sandwich insulation board
CN206128400U (en) Unformed cast -in -place floor

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20111228

Termination date: 20150121

EXPY Termination of patent right or utility model