CN204435858U - Cast-in-place structure post-cast strip shaping template - Google Patents
Cast-in-place structure post-cast strip shaping template Download PDFInfo
- Publication number
- CN204435858U CN204435858U CN201420787679.9U CN201420787679U CN204435858U CN 204435858 U CN204435858 U CN 204435858U CN 201420787679 U CN201420787679 U CN 201420787679U CN 204435858 U CN204435858 U CN 204435858U
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- cast
- template
- ater
- casting
- typified form
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- 238000007493 shaping process Methods 0.000 title abstract 4
- 239000011241 protective layer Substances 0.000 claims abstract description 10
- 238000005266 casting Methods 0.000 claims description 23
- 230000002787 reinforcement Effects 0.000 claims description 10
- 230000003014 reinforcing effect Effects 0.000 claims description 8
- 229910000831 Steel Inorganic materials 0.000 abstract description 8
- 239000010959 steel Substances 0.000 abstract description 8
- 239000010410 layer Substances 0.000 abstract description 3
- 230000007306 turnover Effects 0.000 abstract description 3
- 238000004513 sizing Methods 0.000 abstract 1
- 239000004744 fabric Substances 0.000 description 4
- 238000004140 cleaning Methods 0.000 description 2
- 230000003247 decreasing effect Effects 0.000 description 2
- 239000002131 composite material Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000003670 easy-to-clean Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
A post-cast strip shaping template with a cast-in-place structure is characterized in that a plurality of drill holes corresponding to steel bars at the lower part of a post-cast strip position plate are uniformly formed at the lower part of the shaping template; a plurality of notches corresponding to the upper steel bars of the post-cast strip zone plate are uniformly formed in the upper part of the shaping template; and binding a steel bar on the surface of the sizing template, wherein the diameter of the steel bar is the same as the thickness of the steel bar protective layer on the upper layer of the template. The utility model discloses stock template simple structure, convenient to use, the turnover of being convenient for. Adopt the utility model discloses do not use the wire net afterwards, practice thrift steel, reduced the clearance simultaneously and maintained the labour input of post-cast strip, practice thrift the labour cost.
Description
Technical field:
The utility model belongs to a kind of building operations device, particularly a kind of cast-in-place structural ater-casting typified form, and this template is applicable to cast-in-place structural pouring after settlement, temperature post-cast strip and post-concreted expansion strip.
Background technology:
Post empiricism is the important step ensureing that structure effectively connects, the weak part that structure is leaked. at present, post empiricism both sides adopt gauze wire cloth to make template, there are following 2 problems, 1. because concreting thickness causes too greatly the lateral pressure of gauze wire cloth template greatly and outwardly, the deviation of both sides, ater-casting size is caused.2. gauze wire cloth blocks not serious, and part concrete can flow in ater-casting, is flowed or blow over and cover completely by reinforcing bar, not easy to clean.
Summary of the invention:
The purpose of this utility model is just to overcome above-mentioned the deficiencies in the prior art, and a kind of cast-in-place structural ater-casting typified form is provided, this typified form structure is simple, easy to use, be convenient to turnover, the labour decreasing cleaning and finishing ater-casting drops into, and ensure that validity and the water proofing property of anatomical connectivity.
As above conceive, the technical solution of the utility model is: a kind of cast-in-place structural ater-casting typified form, is characterized in that: be evenly shaped with multiple boring corresponding with ater-casting positioning plate lower rebar in the bottom of typified form; Multiple notch corresponding with ater-casting positioning plate upper reinforcement is evenly shaped with on the top of typified form; Tie up a reinforcing bar on the surface of typified form, this bar diameter is identical with the thickness of template top reinforcement topping.
The distance at the bottom of the center to center distance template of hole of above-mentioned boring is plate lower rebar protective layer thickness and lower rebar radius sum, and aperture 5mm larger than bar diameter.
The distance on the bottom land distance template top of above-mentioned notch is plate upper reinforcement protective layer thickness and bar diameter sum, width of rebate 5mm larger than bar diameter.
The utility model typified form structure is simple, easy to use, be convenient to turnover.Do not use gauze wire cloth, saving steel after adopting the utility model, the labour simultaneously decreasing cleaning and finishing ater-casting drops into, and saves labour cost.
Accompanying drawing illustrates:
Fig. 1 is the utility model structural representation;
Fig. 2 is ater-casting profile.
In figure: 1, alter-pouring strips mould plate; 2, the hole of reinforcing bar is worn in alter-pouring strips mould plate bottom; 3, the notch of steel is worn on alter-pouring strips mould plate top; 4, ater-casting positioning plate upper reinforcement; 5, ater-casting positioning plate lower rebar; The reinforcing bar of alter-pouring strips mould plate gear concrete is close on 6 plate tops; 7, ater-casting.
Detailed description of the invention:
For understanding content of the present utility model, Characteristic further, be described in further detail below by detailed description of the invention, it is descriptive for below implementing embodiment, is not determinate, can not limits protection domain of the present utility model with this.The concrete implementation step of this utility model is as follows:
1, according to ater-casting thickness of slab, make alter-pouring strips mould plate 1 with δ=18mm composite board, form height equals the thickness of Bars In Poured Concrete Slab.
2, according to the diameter of ater-casting positioning plate lower rebar 5, spacing and protective layer thickness; in alter-pouring strips mould plate lower rebar position boring 2; distance at the bottom of the center to center distance template of hole is plate lower rebar protective layer thickness and lower rebar radius sum, aperture 5mm larger than bar diameter.
3, according to the diameter of ater-casting positioning plate upper reinforcement 4, spacing and protective layer thickness; at alter-pouring strips mould plate upper reinforcement position kerf mouth 3; notch bottom land is plate upper reinforcement protective layer thickness and bar diameter sum apart from the distance on template top, width of rebate 5mm larger than bar diameter.
4, colligation slab muscle, installation alter-pouring strips mould plate, and alter-pouring strips mould plate is reinforced.
5, after alter-pouring strips mould plate is reinforced, finally onboard layer reinforcing bar is close to alter-pouring strips mould plate colligation reinforcing bar 6, the protective layer thickness of this bar diameter upper layer reinforcing bar, prevents concrete concrete from flowing in ater-casting from the upper notch of alter-pouring strips mould plate.
Claims (3)
1. a cast-in-place structural ater-casting typified form, is characterized in that: be evenly shaped with multiple boring corresponding with ater-casting positioning plate lower rebar in the bottom of typified form; Multiple notch corresponding with ater-casting positioning plate upper reinforcement is evenly shaped with on the top of typified form; Tie up a reinforcing bar on the surface of typified form, this bar diameter is identical with the thickness of template top reinforcement topping.
2. cast-in-place structural ater-casting according to claim 1 typified form, is characterized in that: the distance at the bottom of the center to center distance template of hole of above-mentioned boring is plate lower rebar protective layer thickness and lower rebar radius sum, and aperture 5mm larger than bar diameter.
3. cast-in-place structural ater-casting according to claim 1 typified form, is characterized in that: the distance on the bottom land distance template top of above-mentioned notch is plate upper reinforcement protective layer thickness and bar diameter sum, width of rebate 5mm larger than bar diameter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420787679.9U CN204435858U (en) | 2014-12-11 | 2014-12-11 | Cast-in-place structure post-cast strip shaping template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420787679.9U CN204435858U (en) | 2014-12-11 | 2014-12-11 | Cast-in-place structure post-cast strip shaping template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204435858U true CN204435858U (en) | 2015-07-01 |
Family
ID=53603743
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420787679.9U Active CN204435858U (en) | 2014-12-11 | 2014-12-11 | Cast-in-place structure post-cast strip shaping template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204435858U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105178597A (en) * | 2015-07-20 | 2015-12-23 | 中厦建设有限公司 | Floorslab post-cast strip template and template installing method |
| CN106760496A (en) * | 2016-12-21 | 2017-05-31 | 中国建筑第四工程局有限公司 | A kind of floor beam plate post-cast strip template support system and its construction method |
| CN113215937A (en) * | 2021-05-21 | 2021-08-06 | 中铁二局集团有限公司 | Construction method of tunnel concrete base layer |
-
2014
- 2014-12-11 CN CN201420787679.9U patent/CN204435858U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105178597A (en) * | 2015-07-20 | 2015-12-23 | 中厦建设有限公司 | Floorslab post-cast strip template and template installing method |
| CN106760496A (en) * | 2016-12-21 | 2017-05-31 | 中国建筑第四工程局有限公司 | A kind of floor beam plate post-cast strip template support system and its construction method |
| CN113215937A (en) * | 2021-05-21 | 2021-08-06 | 中铁二局集团有限公司 | Construction method of tunnel concrete base layer |
| CN113215937B (en) * | 2021-05-21 | 2022-10-21 | 中铁二局集团有限公司 | Construction method of tunnel concrete base layer |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |