CN203613561U - Post-cast strip prefabricated cover plate - Google Patents

Post-cast strip prefabricated cover plate Download PDF

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Publication number
CN203613561U
CN203613561U CN201320510475.6U CN201320510475U CN203613561U CN 203613561 U CN203613561 U CN 203613561U CN 201320510475 U CN201320510475 U CN 201320510475U CN 203613561 U CN203613561 U CN 203613561U
Authority
CN
China
Prior art keywords
cover plate
post
cast strip
casting
ater
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
CN201320510475.6U
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Chinese (zh)
Inventor
庞卫涛
于成江
王敏
豆伟星
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 Construction Eighth Engineering Division Co Ltd
Original Assignee
China Construction Eighth Engineering Division Co 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 Construction Eighth Engineering Division Co Ltd filed Critical China Construction Eighth Engineering Division Co Ltd
Priority to CN201320510475.6U priority Critical patent/CN203613561U/en
Application granted granted Critical
Publication of CN203613561U publication Critical patent/CN203613561U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model provides a post-cast strip prefabricated cover plate fastened on an external wall post-cast strip. Vertical edges of the cover plate are arc-shaped; U-shaped tie ribs are arranged on the cover plate; two layers of bidirectional steel ribs are disposed in the cover plate; and the U-shaped tie ribs are connected with a steel rib net in a post-cast strip. With colligation of the two layers of the bidirectional steel ribs, the prefabricated cover plate cannot only bear soil pressure during backfilling, but can bear pressure when the post-cast strip is casted; the concrete vertical edges are manufactured into an arc shape with 90-degree; waterproof construction can be conducted as soon as the cover plate is fastened on the post-cast strip, so plastering procedure and time are saved; and the post-cast strip prefabricated cover plate is provided with simple construction procedure and labor work reduction and can better maintain casting of the post-cast strip.

Description

The prefabricated cover plate in ater-casting
Technical field
The utility model relates to architectural engineering construction technique field, especially a kind of novel prefabricated cover plate way of being convenient to the leading construction of basement post-pouring zone waterproof.
Background technology
The prefabricated cover plate in ater-casting in many engineerings, is to be all made into cube at present.Be fixed on post-pouring belt of outer wall, then on longitudinal edge, form arc-shaped edges so that waterproof construction by smearing mortar.Traditional construction just adopts at cover plate longitudinal edge and smears cement mortar solution waterproof construction problem.Not only operation is loaded down with trivial details lavishes labor on, and also needs after in the hardness of cement mortar, just can carry out waterproof construction, the duration of the construction of increase.
In order to simplify working procedure, accelerating construction progress, needs a kind of novel ater-casting cover plate of design to solve.
Summary of the invention
For overcoming the existing defect of prior art, now provide a kind of in order to make poured band of outer wall of basement waterproof construction more convenient, more economical prefabricated cover plate.
The prefabricated cover plate in ater-casting of the present utility model, is fixed on post-pouring belt of outer wall, and the longitudinal edge of described cover plate is circular-arc, and described cover plate is provided with U-shaped tension rib, is provided with two-layer two-way concrete slab in described cover plate.
Described U-shaped tension rib is connected with the inside steel mesh reinforcement of ater-casting.
The utility model is owing to using above technical scheme, and the beneficial effect making it have is:
Adopt the two-layer two-way concrete slab of colligation, both while having guaranteed backfill, prefabricated cover plate can bear native pressure, can guarantee again the pressure that cover plate bears in the time building ater-casting, it is circular-arc that while concrete longitudinal edge is made into 90 degree, cover plate is fixed on ater-casting and can carries out waterproof construction, saved plastering process and time.The prefabricated cover plate working procedure in ater-casting of the present utility model is simple, saving labour, for building of ater-casting played good maintenance effect.
Accompanying drawing explanation
Fig. 1 is the utility model ater-casting cover plate generalized section.
Fig. 2 is the utility model ater-casting cover plate floor map.
The specific embodiment
For the benefit of the understanding to structure of the present utility model, describes below in conjunction with drawings and Examples.
Shown in Fig. 1, the prefabricated cover plate in ater-casting of the present utility model, is fixed on post-pouring belt of outer wall, and the longitudinal edge 11 of cover plate 1 is circular-arc, by cover plate 1 is fixed on ater-casting and can carries out waterproof construction, has saved plastering process and time; In cover plate 1, be provided with upper and lower two-layer two-way concrete slab 2, two-way concrete slab 2 diameters are 12mm spacing 150mm; Cover plate 1 is provided with 4 U-shaped tension ribs 3, is convenient to the handling of cover plate 1, and the length of U-shaped tension rib 3 will guarantee to be connected with the inside steel mesh reinforcement 4 of ater-casting simultaneously.
Again in conjunction with shown in Fig. 2, in the time making cover plate 1, first according to the ater-casting width on structure construction drawing, calculate the width of cover plate 1, next upper and lower two-layer two-way concrete slab 2 of colligation also arranges 4 U-shaped tension ribs 3, formwork supporting plate carries out concreting again, finally before concrete initial set, longitudinal edge 11 is made into 90 degree circular-arc, the cover plate of having made 1 is fixed on ater-casting, owing to adopting the two-layer two-way concrete slab 2 of colligation, both while having guaranteed backfill, cover plate 1 can bear native pressure, can guarantee again the pressure that cover plate 1 bears in the time building ater-casting.
The prefabricated cover plate working procedure in ater-casting of the present utility model is simple, saving labour, for building of ater-casting played good maintenance effect.

Claims (1)

1. the prefabricated cover plate in ater-casting, be fixed on post-pouring belt of outer wall, it is characterized in that: the longitudinal edge of described cover plate is circular-arc, and described cover plate is provided with U-shaped tension rib, in described cover plate, be provided with two-layer two-way concrete slab, described U-shaped tension rib is connected with the inside steel mesh reinforcement of ater-casting.
CN201320510475.6U 2013-08-20 2013-08-20 Post-cast strip prefabricated cover plate Expired - Fee Related CN203613561U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320510475.6U CN203613561U (en) 2013-08-20 2013-08-20 Post-cast strip prefabricated cover plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320510475.6U CN203613561U (en) 2013-08-20 2013-08-20 Post-cast strip prefabricated cover plate

Publications (1)

Publication Number Publication Date
CN203613561U true CN203613561U (en) 2014-05-28

Family

ID=50766217

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201320510475.6U Expired - Fee Related CN203613561U (en) 2013-08-20 2013-08-20 Post-cast strip prefabricated cover plate

Country Status (1)

Country Link
CN (1) CN203613561U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104805870A (en) * 2015-04-16 2015-07-29 中国二十二冶集团有限公司 Construction method for first soil filling and then casting at settlement post-cast strip of top plate of basement

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104805870A (en) * 2015-04-16 2015-07-29 中国二十二冶集团有限公司 Construction method for first soil filling and then casting at settlement post-cast strip of top plate of basement

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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: 20140528

Termination date: 20210820

CF01 Termination of patent right due to non-payment of annual fee