CN202466636U - Steel plate deformation joint - Google Patents

Steel plate deformation joint Download PDF

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Publication number
CN202466636U
CN202466636U CN2012200979831U CN201220097983U CN202466636U CN 202466636 U CN202466636 U CN 202466636U CN 2012200979831 U CN2012200979831 U CN 2012200979831U CN 201220097983 U CN201220097983 U CN 201220097983U CN 202466636 U CN202466636 U CN 202466636U
Authority
CN
China
Prior art keywords
steel plate
steel
angle steel
deformation joint
asphalt
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
CN2012200979831U
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Chinese (zh)
Inventor
吴祖岭
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 CN2012200979831U priority Critical patent/CN202466636U/en
Application granted granted Critical
Publication of CN202466636U publication Critical patent/CN202466636U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a steel plate deformation joint. The steel plate deformation joint is characterized by comprising an asphalt fiberboard, a reinforcing steel bar anchoring piece, angle steel, a steel plate waterstop, an asphalt mastic and a mortar leveling layer, wherein the angle steel is symmetrically arranged on the left upper side and the right upper side of the asphalt fiberboard; the angle steel is welded on the reinforcing steel bar anchoring piece embedded in bottom plate concrete; the angle steel is covered by the steel plate waterstop; the asphalt mastic is arranged above the steel plate waterstop; and the mortar leveling layer of 8 to 10 mm is arranged above the asphalt mast. The steel plate deformation joint has high waterproof performance.

Description

The steel plate deformed seam
Technical field
The utility model relates to deformation joint, is applicable to basic field.
Background technology
The leakage cause that basement is provided with deformation joint has many-side, and the privileged sites detail structure that has specific function, be in the particular surroundings is handled the not good seepage that causes; The selection of material incompatibility deformation requirements or caulking material performance are not good; Waterstop is construction on request not, and inlay sealing material is construction or the like on request not.How to prevent that textural taking reasonable measure seepage from being the problem of pendulum in face of engineers and technicians.
The utility model content
The technical problem that the utility model solves provides a kind of steel plate deformed seam, solves the problem of traditional deformation joint seepage.
The utility model comprises bituminous wood filament plate, reinforcing bar anchoring piece, angle steel, steel plate water-stopping band, bitumastic, mortar levelling layer.Upper left side of bituminous wood filament plate and upper right side symmetric arrangement angle steel; Angle steel is welded on the reinforcing bar anchoring piece that is embedded in the underplate concrete; The steel plate water-stopping band covers above the angle steel, and steel plate water-stopping band top is a bitumastic, and the bitumastic top is the mortar levelling layer of 8-10mm.
The utility model water resistance is good.
Description of drawings
Fig. 1 steel plate deformed seam sketch map.
Accompanying drawing sign: 1, bituminous wood filament plate, 2, the reinforcing bar anchoring piece, 3, angle steel, 4, the steel plate water-stopping band, 5, bitumastic, 6, the mortar levelling layer, 7, underplate concrete.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described in detail.
Fig. 1 is steel plate deformed seam sketch map.The utility model comprises bituminous wood filament plate 1, reinforcing bar anchoring piece 2, angle steel 3, steel plate water-stopping band 4, bitumastic 5, mortar levelling layer 6.Bituminous wood filament plate 1 upper left side and upper right side symmetric arrangement angle steel 3; Angle steel 3 is welded on the reinforcing bar anchoring piece 2 that is embedded in 7 li of underplate concretes; Steel plate water-stopping band 4 covers above the angle steel, and steel plate water-stopping band 4 tops are bitumastic 5, and bitumastic 5 tops are the mortar levelling layer 6 of 10mm.

Claims (1)

1. a steel plate deformed seam is characterized in that comprising bituminous wood filament plate, reinforcing bar anchoring piece, angle steel, steel plate water-stopping band, bitumastic, mortar levelling layer; Upper left side of bituminous wood filament plate and upper right side symmetric arrangement angle steel; Angle steel is welded on the reinforcing bar anchoring piece that is embedded in the underplate concrete; The steel plate water-stopping band covers above the angle steel, and steel plate water-stopping band top is a bitumastic, and the bitumastic top is the mortar levelling layer of 8-10mm.
CN2012200979831U 2012-03-07 2012-03-07 Steel plate deformation joint Expired - Fee Related CN202466636U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2012200979831U CN202466636U (en) 2012-03-07 2012-03-07 Steel plate deformation joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2012200979831U CN202466636U (en) 2012-03-07 2012-03-07 Steel plate deformation joint

Publications (1)

Publication Number Publication Date
CN202466636U true CN202466636U (en) 2012-10-03

Family

ID=46914804

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2012200979831U Expired - Fee Related CN202466636U (en) 2012-03-07 2012-03-07 Steel plate deformation joint

Country Status (1)

Country Link
CN (1) CN202466636U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103132606A (en) * 2013-03-14 2013-06-05 台州职业技术学院 Deformation joint of building
CN103352550A (en) * 2013-06-29 2013-10-16 内蒙古电力勘测设计院 Deformable connection structure of concrete landing stage steps and building surface

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103132606A (en) * 2013-03-14 2013-06-05 台州职业技术学院 Deformation joint of building
CN103352550A (en) * 2013-06-29 2013-10-16 内蒙古电力勘测设计院 Deformable connection structure of concrete landing stage steps and building surface
CN103352550B (en) * 2013-06-29 2016-08-17 内蒙古电力勘测设计院有限责任公司 Concrete trestle is marked time the deformable connected structure with flooring

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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: 20121003

Termination date: 20140307