CN203334321U - Outer wall post-cast strip formwork system for concrete pouring - Google Patents
Outer wall post-cast strip formwork system for concrete pouring Download PDFInfo
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- CN203334321U CN203334321U CN2013203540708U CN201320354070U CN203334321U CN 203334321 U CN203334321 U CN 203334321U CN 2013203540708 U CN2013203540708 U CN 2013203540708U CN 201320354070 U CN201320354070 U CN 201320354070U CN 203334321 U CN203334321 U CN 203334321U
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- cast strip
- concrete pouring
- formwork system
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Abstract
The utility model discloses an outer wall post-cast strip formwork system for concrete pouring. The outer wall post-cast strip formwork system for concrete pouring is used for backfilling an outer wall earthwork of an underground room in advance in a reserved groove of a concrete base body (1) so as to quicken the process of engineering. The outer wall post-cast strip formwork system for concrete pouring is structurally characterized in that outer wall vertical water-stop steel boards (801) are arranged on the two side walls in the reserved groove in the horizontal direction, a layered closed structure is formed in the reserved groove in the vertical direction from bottom to top through one-time construction, and the layered closed structure sequentially comprises a bricked retaining wall (806), a mortar leveling layer (805), a waterproof layer (804) and a waterproof protection layer (803) from bottom to top. The outer wall post-cast strip formwork system for concrete pouring is suitable for pouring operation of outer wall post-cast strip formwork systems for concrete pouring and is simple in structure and convenient to use. The outer wall post-cast strip formwork system for concrete pouring is a representative supporting product in building industrialization and will certainly have good technical effects in engineering practice of building industrialization.
Description
Technical field
The utility model relates to structure design and the applied technical field of concreting with the post-pouring belt of outer wall template system, and a kind of concreting post-pouring belt of outer wall template system is provided especially.
Background technology
In prior art, concreting is difficult for being operated when after exterior wall, watering operating practice or construction effect can not obtain fine assurance; People expect to obtain the better concreting of a kind of technique effect post-pouring belt of outer wall template system.
The utility model content
The purpose of this utility model is to provide the better concreting of a kind of technique effect post-pouring belt of outer wall template system.
A kind of concreting of the utility model post-pouring belt of outer wall template system, for shifting to an earlier date the earthwork of backfill outer wall of basement in order to speed up the work in the preformed groove at concrete substrate 1; It is characterized in that: it is constructed as follows: the vertical steel plate for sealing water 801 of the exterior wall arranged on horizontal direction concrete substrate 1 two side in preformed groove; in preformed groove from the bottom to top in the vertical direction once construct and form the enclosed construction of stratiform, layered enclosed construction is followed successively by from the bottom to top: brick retaining wall 806, mortar levelling layer 805, waterproofing course 804, fish tail and waterproof layer 803.
Described concreting post-pouring belt of outer wall template system is characterized in that: the vertical steel plate for sealing water 801 of exterior wall arranges in the horizontal direction, and the degree of depth that the vertical steel plate for sealing water 801 of exterior wall stretches in concrete substrate 1 is 150-300mm.
The utility model is applicable to the build operation of concreting with the post-pouring belt of outer wall template system, and it is simple in structure, easy to use, is the exemplary support product of industrialization of construction industry, and it will have good technique effect in the industrialization of construction industry engineering practice.
The accompanying drawing explanation
Below in conjunction with drawings and the embodiments, the utility model is described in further detail:
Fig. 1 is post-pouring belt of outer wall template system principle of compositionality schematic diagram for concreting.
The specific embodiment
A kind of concreting post-pouring belt of outer wall template system, for shifting to an earlier date the earthwork of backfill outer wall of basement in order to speed up the work in the preformed groove at concrete substrate 1; Concreting is constructed as follows with the post-pouring belt of outer wall template system: the vertical steel plate for sealing water 801 of the exterior wall arranged on horizontal direction concrete substrate 1 two side in preformed groove; in preformed groove from the bottom to top in the vertical direction once construct and form the enclosed construction of stratiform, layered enclosed construction is followed successively by from the bottom to top: brick retaining wall 806, mortar levelling layer 805, waterproofing course 804, fish tail and waterproof layer 803.
The vertical steel plate for sealing water 801 of described exterior wall arranges in the horizontal direction, and the degree of depth that the vertical steel plate for sealing water 801 of exterior wall stretches in concrete substrate 1 is 150-300mm.
The present embodiment is applicable to the build operation of concreting with the post-pouring belt of outer wall template system, and it is simple in structure, easy to use, is the exemplary support product of industrialization of construction industry, and it will have good technique effect in the industrialization of construction industry engineering practice
Claims (2)
1. concreting post-pouring belt of outer wall template system, for the backfill outer wall of basement earthwork in advance in the preformed groove in concrete substrate (1) in order to speed up the work; It is characterized in that: it is constructed as follows: the vertical steel plate for sealing water of exterior wall (801) arranged on the two side of horizontal direction concrete substrate (1) in preformed groove; in preformed groove from the bottom to top in the vertical direction once construct and form the enclosed construction of stratiform, layered enclosed construction is followed successively by from the bottom to top: brick retaining wall (806), mortar levelling layer (805), waterproofing course (804), fish tail and waterproof layer (803).
2. according to the described concreting of claim 1 post-pouring belt of outer wall template system, it is characterized in that: the vertical steel plate for sealing water of exterior wall (801) arranges in the horizontal direction, and the degree of depth that the vertical steel plate for sealing water of exterior wall (801) stretches in concrete substrate (1) is 150-300mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013203540708U CN203334321U (en) | 2013-06-18 | 2013-06-18 | Outer wall post-cast strip formwork system for concrete pouring |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013203540708U CN203334321U (en) | 2013-06-18 | 2013-06-18 | Outer wall post-cast strip formwork system for concrete pouring |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203334321U true CN203334321U (en) | 2013-12-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013203540708U Expired - Fee Related CN203334321U (en) | 2013-06-18 | 2013-06-18 | Outer wall post-cast strip formwork system for concrete pouring |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203334321U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836515A (en) * | 2016-12-27 | 2017-06-13 | 中建四局第五建筑工程有限公司 | A kind of method for accelerating outer wall of basement backfilling of earthwork post-cast strip |
-
2013
- 2013-06-18 CN CN2013203540708U patent/CN203334321U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836515A (en) * | 2016-12-27 | 2017-06-13 | 中建四局第五建筑工程有限公司 | A kind of method for accelerating outer wall of basement backfilling of earthwork post-cast strip |
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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: 20131211 Termination date: 20140618 |
|
| EXPY | Termination of patent right or utility model |