CN206428821U - A kind of strong antidetonation large span prestressed concrete T plate - Google Patents
A kind of strong antidetonation large span prestressed concrete T plate Download PDFInfo
- Publication number
- CN206428821U CN206428821U CN201720107716.0U CN201720107716U CN206428821U CN 206428821 U CN206428821 U CN 206428821U CN 201720107716 U CN201720107716 U CN 201720107716U CN 206428821 U CN206428821 U CN 206428821U
- Authority
- CN
- China
- Prior art keywords
- plate body
- sides
- projection
- raised
- plate
- 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
Links
Landscapes
- Panels For Use In Building Construction (AREA)
Abstract
The utility model is related to precast concrete technical field, especially a kind of strong antidetonation large span prestressed concrete T plate, it includes plate body and two support beams, framework of steel reinforcement is provided with inside plate body and support beam, two sides of the length direction of plate body are respectively a side and No. two sides, what is be spaced on a side is provided with projection, cavity is formed between adjacent projection, what is be equally spaced on No. two sides is provided with projection, cavity is formed between adjacent projection, and raised shape and position and the shape and position corresponding matching of the upper cavity of No. two sides on a side, raised shape and position and the shape and position corresponding matching of the cavity on a side on No. two sides.A kind of strong antidetonation large span prestressed concrete T plate that the utility model is obtained, by the design of the special structure at its plate body two ends, can preferably improve the shock resistance of plate body, improve the stability and fastness of plate body, the anti-fracture ability of antidetonation is strong.
Description
Technical field
The utility model is related to precast concrete technical field, especially a kind of strong antidetonation large span prestressed concrete
T plate.
Background technology
Its shock resistance of existing precast concrete is poor, during especially with prefabricated component span increase, its shock resistance
Also it is corresponding to weaken.In addition during vibrations, due to that can produce certain extruding between prefabricated board, between causing plate body, stress is not
It is uniform and situations such as cause to be broken, damage, influence its shock resistance.
Utility model content
The purpose of this utility model is to provide one kind in order to solve the deficiency of above-mentioned technology and can effectively weaken to shake
The strong antidetonation large span prestressed concrete T plate of extruding force in journey between adjacent plate body.
In order to achieve the above object, a kind of strong antidetonation large span prestressed concrete T plate designed by the utility model,
It includes the plate body formed by concrete and two support beams for being arranged on plate body lower surface, is all provided with inside plate body and support beam
Be equipped with framework of steel reinforcement, two sides of the length direction of plate body are respectively a side and No. two sides, on a side between
Every be provided with projection, it is adjacent it is raised between form cavity, what is be equally spaced on No. two sides is provided with projection, adjacent
The shape and position of the raised shape formed between projection on cavity, and a side and position with the upper cavity of No. two sides
Raised shape and position and the shape and position corresponding matching of the cavity on a side on corresponding matching, No. two sides.
Projection on a number side is that the projection on the strip structure in the length direction setting of plate body, No. two sides is also
The strip structure set in the length direction of plate body.As optimization, the projection on a side is in the section of plate body width
For isosceles triangle, except the section of the unexpected raised width in plate body of upper and lower ends is isoceles triangle on No. two sides
Shape, the section of the raised width in plate body of the upper and lower ends of No. two sides is right angled triangle.
Above-mentioned technical proposal, is that the strip bulge of triangle and bar shaped are recessed by a side and the section on No. two sides
The design of chamber, in use, can be attached between plate body by the raised cooperation with cavity.Shaken when plate body
During situation, can occur easily to squeeze out projection in certain mutual extruding, extrusion process between the two, thus can cause plate body with
There is certain surplus or gap between plate body, and then can ensure that the integrality of plate body, improve the shock resistance of the plate body, use
Performance is stable.
Framework of steel reinforcement in plate body is the upper and lower, and if be spaced between the upper and lower to be provided with dried layer vertical
The framework of steel reinforcement inside framework of steel reinforcement and plate body inside the wall in direction, support beam connects as one structure.The structure can
So that the distribution of the framework of steel reinforcement inside plate body is wider, the region that can be restrained is bigger, so that the overall performance of plate body
It is improved, the performance such as antidetonation, anti-fracture is higher.
A kind of strong antidetonation large span prestressed concrete T plate obtained by the utility model, passes through its plate body two ends
The design of special structure, can preferably improve the shock resistance of plate body, improve the stability and fastness of plate body, and antidetonation is anti-breaking
Split ability strong.
Brief description of the drawings
Fig. 1 is schematic cross-section of the plate body of the present utility model in width.
Embodiment
Below by embodiment combination accompanying drawing, the utility model will be further described.
Embodiment 1：
As shown in figure 1, a kind of strong antidetonation large span prestressed concrete T plate of the present embodiment description, it is included by mixing
The plate body 1 of solidifying soil formation and two support beams 6 for being arranged on the lower surface of plate body 1, steel is internally provided with plate body 1 and support beam 6
Muscles and bones frame 7, is respectively a side 2 and No. two sides 5 in two sides of the length direction of plate body 1, on a side 2 between
Every be provided with projection 3, cavity 4 is formed between adjacent projection 3, what is be equally spaced on No. two sides 5 is provided with raised 3,
The shape of the projection 3 formed between adjacent projection 3 on cavity 4, and a side 2 and the upper cavity 4 of position and No. two sides 5
Shape and position corresponding matching, the shape of the projection 3 on No. two sides 5 and position and the shape of the cavity 4 on a side 2
With position corresponding matching.Projection 3 on a number side 2 is the strip structure in the length direction setting of plate body 1, No. two sides 5
On projection 3 also be plate body 1 length direction set strip structure.Projection 3 on a number side 2 is in the width side of plate body 1
To section be isosceles triangle, except the unexpected projection 3 of upper and lower ends is in the section of the width of plate body 1 on No. two sides 5
For isosceles triangle, the projections 3 of the upper and lower ends of No. two sides 5 is right angled triangle in the section of the width of plate body 1.Its
The projection 3 of middle upper and lower ends is the structure that remaining projection 3 is divided into two in width.
Framework of steel reinforcement 7 in plate body 1 is upper strata 8 and lower floor 9, and being provided with of being spaced between upper strata 8 and lower floor 9 is some
Framework of steel reinforcement 7 inside the wall 10 of layer vertical direction, support beam 6 connects as one knot with the frame of reinforcing bar 7 inside plate body 1
Structure.
Claims (2)
1. a kind of strong antidetonation large span prestressed concrete T plate, it includes the plate body formed by concrete and is arranged on plate body
Two support beams of lower surface, it is characterized in that：Framework of steel reinforcement, the length direction of plate body are provided with inside plate body and support beam
Two sides be respectively a side and No. two sides, what is be spaced on a side is provided with projection, adjacent projection
Between form cavity, what is be equally spaced on No. two sides is provided with projection, it is adjacent it is raised between form cavity, and a side
On raised shape and position and the shape and position corresponding matching of the upper cavity of No. two sides, it is raised on No. two sides
Shape and position and the shape and position corresponding matching of the cavity on a side；Projection on a number side is the length in plate body
The raised strip structure also to be set in the length direction of plate body spent on the strip structure that direction is set, No. two sides；No. one
Raised on side is raised to exist except upper and lower ends are unexpected on isosceles triangle, No. two sides in the section of plate body width
The section of the width of plate body is isosceles triangle, section of the raised width in plate body of the upper and lower ends of No. two sides
Face is right angled triangle.
2. a kind of strong antidetonation large span prestressed concrete T plate according to claim 1, it is characterized in that：In plate body
Framework of steel reinforcement is the upper and lower, and if the wall for being provided with dried layer vertical direction that is spaced between the upper and lower, branch
Framework of steel reinforcement inside support beam and the framework of steel reinforcement inside plate body connect as one structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720107716.0U CN206428821U (en) | 2017-02-04 | 2017-02-04 | A kind of strong antidetonation large span prestressed concrete T plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720107716.0U CN206428821U (en) | 2017-02-04 | 2017-02-04 | A kind of strong antidetonation large span prestressed concrete T plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206428821U true CN206428821U (en) | 2017-08-22 |
Family
ID=59591516
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720107716.0U Expired - Fee Related CN206428821U (en) | 2017-02-04 | 2017-02-04 | A kind of strong antidetonation large span prestressed concrete T plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206428821U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108678249A (en) * | 2018-07-25 | 2018-10-19 | 上海城建市政工程（集团）有限公司 | A kind of anti-slit formation prestressing force T plate |
-
2017
- 2017-02-04 CN CN201720107716.0U patent/CN206428821U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108678249A (en) * | 2018-07-25 | 2018-10-19 | 上海城建市政工程（集团）有限公司 | A kind of anti-slit formation prestressing force T plate |
| CN108678249B (en) * | 2018-07-25 | 2024-05-07 | 上海城建市政工程（集团）有限公司 | Crack-resistant prestressed double-T plate |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106049732B (en) | A kind of two-way laminated floor slab of honeycomb hole profiled sheet | |
| CN105821750B (en) | A kind of precast prestressed T plate and its application method | |
| CN206428821U (en) | A kind of strong antidetonation large span prestressed concrete T plate | |
| CN103835303A (en) | Shear resisting method and structure for cast-in-place reinforced concrete | |
| CN208088613U (en) | A kind of Prefabricated stacking floor | |
| CN109914665A (en) | The connection structure of floor support plate and assembly concrete beam | |
| CN203960724U (en) | Assembling hollow slab bridge | |
| CN109252434A (en) | A kind of asphalt pavement structure and its construction method | |
| CN209760544U (en) | Floor slab with overhanging rectangular ribs and shear wall structure | |
| CN106836641A (en) | Side sticking steel plate formula Combined concrete coupling beam | |
| CN204098221U (en) | A kind of prefabricated primary-secondary beam connected node comprising T-shaped anti-shear steel plate | |
| CN106499064A (en) | A kind of precast reinforced concrete structure method of attachment | |
| CN205777505U (en) | Beam-ends sealing off and covering anchorage concrete construction typified form | |
| CN105088933A (en) | Hollow slab bridge with inclined hinge joint and building method thereof | |
| CN209443637U (en) | A kind of precast floor slab | |
| CN208137480U (en) | A kind of novel joist rod structure | |
| CN207525862U (en) | A kind of monoblock type double side wings marginal zone strangles transversal trench cover | |
| CN207775725U (en) | A kind of special disposable light filling composite core mould of bridge | |
| CN208869952U (en) | Limit the external concrete beam bridge steel reinforced concrete anchoring piece of Local Cracking | |
| CN106812249A (en) | A kind of steelframe for building and shear wall | |
| CN206220355U (en) | A kind of long-span beams structure of use UHPC materials | |
| CN206360077U (en) | A kind of precast reinforced concrete structure | |
| CN207776235U (en) | A kind of Prefabricated porous plate being connected | |
| CN204435400U (en) | A kind of novel building Toft foundation structure | |
| CN108943374A (en) | A kind of method for prefabricating of pre-buried steel board-like UHPC small box girder end tabula |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170822 Termination date: 20200204 |