CN201891133U - Manual assembled type self-waterproof late poured band prefabricated slab of basement outer wall - Google Patents
Manual assembled type self-waterproof late poured band prefabricated slab of basement outer wall Download PDFInfo
- Publication number
- CN201891133U CN201891133U CN2010205902235U CN201020590223U CN201891133U CN 201891133 U CN201891133 U CN 201891133U CN 2010205902235 U CN2010205902235 U CN 2010205902235U CN 201020590223 U CN201020590223 U CN 201020590223U CN 201891133 U CN201891133 U CN 201891133U
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- waterproof
- prefabricated slab
- wall
- precast plate
- type self
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Abstract
The utility model relates to a manual assembled type self-waterproof late poured seam prefabricated slab of a basement outer wall, comprising steel bars, preembedded steel bar stationary rings and steel tie bars. The manual assembled type self-waterproof late poured band prefabricated slab of the basement outer wall is characterized in that a plurality of steel bars, two preembedded steel bar stationary rings and a plurality of steel tie bars are installed inside a template of the prefabricated slab; opposite rabbets are arranged at the upper end and the lower end of the template of the prefabricated slab; then concrete is filled to form the manual assembled type self-waterproof after poured band prefabricated slab of the basement outer wall; the thickness and the weight of the finished after poured band prefabricated slab are respectively 60 mm and about 100kg; and the manual assembled type self-waterproof late poured band prefabricated slab belongs to a small prefabricated slab which is manually assembled on site. The manual assembled type self-waterproof after poured band prefabricated slab of the basement outer wall is reasonable in design and simple and convenient to construct and has the characteristic of self-waterproofness.
Description
Technical field
The utility model belongs to technical field of building construction, is specifically related to a kind of artificial assembling from waterproof basement post-pouring belt of outer wall precast plate.
Background technology
In actual engineering, the insertion time that is set to follow-up construction of outer wall of basement ater-casting has proposed requirement, and follow-up construction outer wall waterproof and fertile groove backfill caused certain difficulty early.In the engineering construction at present, take to solve in the mode of outer wall of basement ater-casting arranged outside precast plate.Current precast plate exists the edge of both sides aslope to break easily, and the sealing up screw that is provided with in the precast plate damages installing precast plate when the opposite side template is installed easily, thereby has also had influence on the quality of external wall waterproof.Precast plate is installed and need be taken on-the-spot valuable crane gear resource.Between precast plate and the precast plate when the concreting of ater-casting easy spillage, externally waterproof damages easily.
Summary of the invention
The utility model has been eliminated the problems referred to above and the defective of original precast plate, and it is not fragile to have a plate body, and edge joint position is tight, has structure from waterproof effect, easy construction, and artificial assembling does not take the crane gear resource, has guaranteed construction quality and construction speed.
Technical solutions of the utility model are:
Artificial assembling is from waterproof basement post-pouring belt of outer wall precast plate, comprise reinforcing bar, embedded bar suspension ring, steel tie, it is characterized in that: some reinforcing bars, two embedded bar suspension ring and some steel ties are installed in the template of precast plate, and the template of precast plate up and down two ends is provided with the opposite tongue and groove of direction, constitutes artificial assembling from waterproof basement post-pouring belt of outer wall precast plate after refilling concrete.And the thickness of finished product ater-casting precast plate is 60mm, and its weight is about 100kg, belongs to the small-sized precast plate of artificial on-site consolidation.
For the ease of the fast formula installation of ater-casting precast plate, when the precast plate of design ater-casting, fully take into account its weight, make its Weight control about 100kg.Therefore ater-casting precast plate specifications design thickness is 60mm, and the width of ater-casting precast plate and height are determined according to the width and the freight weight limit of ater-casting.Reinforcing bar carries out drawknot when precast plate is earlier installed in the outer wall of basement ater-casting and in the ater-casting.
Because of spillage waterproofing course is carried out countersabotage when guaranteeing post-pouring belt of outer wall after-pouring concrete, be provided with the opposite tongue and groove of direction in two ends up and down at the ater-casting precast plate, be connected mutually during installation, effectively avoid concrete spillage situation, also strengthened the water resistance of self structure simultaneously.
The utility model is reasonable in design, and constructing operation is simple, and the prefabricated baffle plate in this ater-casting has from the waterproof characteristics.
Description of drawings
Fig. 1 is a top plan view of the present utility model.
Side view when Fig. 2 is of the present utility model the installation.
The specific embodiment
In conjunction with the accompanying drawings the utility model is described further.
As shown in Figure 1 and Figure 2, the utility model comprises reinforcing bar 5, embedded bar suspension ring 2, steel tie 3, some reinforcing bar 5, two embedded bar suspension ring 2 and some steel ties 3 are installed in the template of precast plate, and the template of precast plate up and down two ends is provided with the opposite tongue and groove of direction 4, constitutes artificial assembling from waterproof basement post-pouring belt of outer wall precast plate after refilling concrete.And the thickness of finished product ater-casting precast plate 1 is 60mm, and the weight of every finished product ater-casting precast plate 1 is about 100kg.Embedded bar suspension ring 2 are manually tied up when installing and are hung usefulness, and steel tie 3 is fixing precast plate usefulness, can weld with the body of wall reinforcing bar.
The finished product ater-casting precast plate tongue and groove that direction of both ends is opposite about in the of 14 has the destruction of the external waterproof of spillage when stoping the back pouring concrete, and the water-proof function of influence also has structure from good waterproof effect.
Claims (2)
1. artificial assembling is from waterproof basement post-pouring belt of outer wall precast plate, comprise reinforcing bar, embedded bar suspension ring, steel tie, it is characterized in that: some reinforcing bars, two embedded bar suspension ring and some steel ties are installed in the template of precast plate, and the template of precast plate up and down two ends is provided with the opposite tongue and groove of direction, constitutes artificial assembling from waterproof basement post-pouring belt of outer wall precast plate after refilling concrete.
2. artificial assembling according to claim 1 is characterized in that from waterproof basement post-pouring belt of outer wall precast plate: the thickness of described finished product ater-casting precast plate is 60mm, and its weight is 100kg.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205902235U CN201891133U (en) | 2010-11-03 | 2010-11-03 | Manual assembled type self-waterproof late poured band prefabricated slab of basement outer wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205902235U CN201891133U (en) | 2010-11-03 | 2010-11-03 | Manual assembled type self-waterproof late poured band prefabricated slab of basement outer wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201891133U true CN201891133U (en) | 2011-07-06 |
Family
ID=44220611
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010205902235U Expired - Fee Related CN201891133U (en) | 2010-11-03 | 2010-11-03 | Manual assembled type self-waterproof late poured band prefabricated slab of basement outer wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201891133U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102493492A (en) * | 2011-12-08 | 2012-06-13 | 中国二十二冶集团有限公司 | Construction method for waterproof roll material on settlement joint |
| CN104088304A (en) * | 2014-07-03 | 2014-10-08 | 成都市第三建筑工程公司 | Concrete member and underground outdoor wall post-cast strip construction method |
| CN104631513A (en) * | 2014-12-26 | 2015-05-20 | 中誉远发国际建设集团有限公司 | Construction method for closing basement exterior wall post-cast strip |
| CN108203997A (en) * | 2018-02-09 | 2018-06-26 | 南通华新建工集团有限公司 | For the prefabricated board and its construction method closed on the outside of post-cast strip |
| CN109356202A (en) * | 2018-10-23 | 2019-02-19 | 中建四局第六建筑工程有限公司 | A kind of closing plate structure for poured band of outer wall of basement |
| CN111576658A (en) * | 2020-05-21 | 2020-08-25 | 武汉博宏建设有限公司 | Construction method of post-cast strip protection wall of assembled basement outer wall |
-
2010
- 2010-11-03 CN CN2010205902235U patent/CN201891133U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102493492A (en) * | 2011-12-08 | 2012-06-13 | 中国二十二冶集团有限公司 | Construction method for waterproof roll material on settlement joint |
| CN102493492B (en) * | 2011-12-08 | 2014-03-19 | 中国二十二冶集团有限公司 | Construction method for waterproof roll material on settlement joint |
| CN104088304A (en) * | 2014-07-03 | 2014-10-08 | 成都市第三建筑工程公司 | Concrete member and underground outdoor wall post-cast strip construction method |
| CN104088304B (en) * | 2014-07-03 | 2015-12-30 | 成都市第三建筑工程公司 | Concrete component and poured band of outer wall of basement construction method |
| CN104631513A (en) * | 2014-12-26 | 2015-05-20 | 中誉远发国际建设集团有限公司 | Construction method for closing basement exterior wall post-cast strip |
| CN108203997A (en) * | 2018-02-09 | 2018-06-26 | 南通华新建工集团有限公司 | For the prefabricated board and its construction method closed on the outside of post-cast strip |
| CN109356202A (en) * | 2018-10-23 | 2019-02-19 | 中建四局第六建筑工程有限公司 | A kind of closing plate structure for poured band of outer wall of basement |
| CN111576658A (en) * | 2020-05-21 | 2020-08-25 | 武汉博宏建设有限公司 | Construction method of post-cast strip protection wall of assembled basement outer wall |
| CN111576658B (en) * | 2020-05-21 | 2021-08-31 | 武汉博宏建设有限公司 | Construction method of post-cast strip protection wall of assembled basement outer wall |
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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: 20110706 Termination date: 20151103 |
|
| EXPY | Termination of patent right or utility model |