CN204435427U - The vertical alter-pouring strips mould plate of basement shear wall - Google Patents
The vertical alter-pouring strips mould plate of basement shear wall Download PDFInfo
- Publication number
- CN204435427U CN204435427U CN201420762151.6U CN201420762151U CN204435427U CN 204435427 U CN204435427 U CN 204435427U CN 201420762151 U CN201420762151 U CN 201420762151U CN 204435427 U CN204435427 U CN 204435427U
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- shaped steel
- steel plate
- ater
- split bolt
- casting
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Abstract
The utility model discloses the vertical alter-pouring strips mould plate of a kind of basement shear wall, its outboard template is a U-shaped steel plate groove, the base plate be arranged on outside ater-casting amplifies on pin or base plate brick loose tool, in U-shaped steel plate groove, both sides and ater-casting are respectively left gap a and are equaled 300mm, U-shaped steel plate well width equals ater-casting width+2a, U-shaped steel plate slot thickness b equals 1.5a, U-shaped steel plate groove height is corresponding with basement floor height, in U-shaped steel plate groove, solid welding has multiple split bolt bar, the non-welding end mantle fiber of split bolt bar is for reinforcing inner side wooden form, split bolt bar is laterally being no less than 3 row along ater-casting even width layout, split bolt bar is vertically being arranged along U-shaped steel plate groove high uniformity.Compared with building the prior art of plastering by laying bricks or stones with brick loose tool, outboard template of the present utility model adopts all steel goods, has protection good rigidity, is convenient to processing, installs, and the construction period is short, reduce manpower consumption, and outboard template itself has the advantages such as water resistance.
Description
Technical field
The utility model relates to a kind of building operations template, particularly relates to the vertical alter-pouring strips mould plate of a kind of basement shear wall.
Background technology
At present, all adopt brick loose tool 13 to build (as shown in Figure 4) by laying bricks or stones outside the domestic vertical ater-casting of all basement shear walls, plaster after can carry out outer wall of basement waterproof construction.Facts have proved, adopt brick loose tool to there is the situation of construction period length, labor intensive, need after having constructed can carry out external wall waterproof construction after basic unit's drying, and this way itself does not possess water resistance.
Summary of the invention
For above-mentioned existing problems, the utility model aims to provide the new type formwork that a kind of simple, convenient and material itself possesses water resistance.
The utility model is realized by following technical proposals: the vertical alter-pouring strips mould plate of a kind of basement shear wall, comprise inner side wooden form, outboard template, described outboard template is a U-shaped steel plate groove, the described U-shaped steel plate groove base plate be arranged between two parties outside ater-casting amplifies on pin or base plate brick loose tool, in U-shaped steel plate groove, gap a is respectively left in both sides and ater-casting, U-shaped steel plate well width equals ater-casting width+2a, U-shaped steel plate slot thickness b equals 1.5a, U-shaped steel plate groove height is corresponding with basement floor height, in U-shaped steel plate groove, solid welding has multiple split bolt bar, split bolt bar non-welding end mantle fiber is for reinforcing described inner side template, split bolt bar is laterally being no less than 3 row along ater-casting even width layout, split bolt bar is vertically being arranged along U-shaped steel plate groove high uniformity, bottom row's split bolt bar amplifies pin apart from base plate or base plate brick loose tool face height c equals 0.5 a.
As preferably, gap a described in the utility model equals 300 mm.
Compared with prior art, outboard template of the present utility model adopts all steel goods, has protection good rigidity, is convenient to processing, installs, and the construction period is short, reduce manpower consumption, and outboard template itself has the advantages such as water resistance.
Accompanying drawing explanation
Fig. 1 the utility model horizontal section structural representation.
Fig. 2 the utility model vertical cross section structural representation.
Fig. 3 the utility model mounting structure schematic diagram.
Fig. 4 prior art structural representation.
Detailed description of the invention
hereinafter, with reference to the accompanying drawings of embodiment of the present utility model.
The vertical alter-pouring strips mould plate of basement shear wall of the utility model embodiment, as shown in Figures 1 to 3, comprise inner side wooden form 6, the U-shaped steel plate groove 1 of outboard template, the base plate that U-shaped steel plate groove 1 is arranged on outside ater-casting 12 between two parties amplifies pin 3(or base plate brick loose tool 4) on, in U-shaped steel plate groove, gap a=300mm is respectively left in both sides and ater-casting, U-shaped steel plate groove insied width equals exterior wall vertical ater-casting width+600mm(2a), U-shaped steel plate slot thickness b=450mm(1.5a), U-shaped steel plate groove height equals basement floor height, in U-shaped steel plate groove, solid welding has multiple split bolt bar 2, split bolt bar non-welding end cover filament length 100mm, for reinforcing inner side wooden form 6, split bolt bar mantle fiber end is by flitch 7, steel pipe 8, mountain type card 9, nut 10 reinforces inner side wooden form 6.U-shaped steel plate groove inherent laterally along ater-casting width with the pitch arrangement 3 row split bolt bar 2 of 300mm, draw shank of bolt 2 along its height with the pitch arrangement of 450mm vertical, in U-shaped steel plate groove, bottom row's split bolt bar amplifies pin 3(or base plate brick loose tool 4 apart from base plate) face height c=150mm.U-shaped steel plate groove 1 thickness 14mm, adopts folder bending.Split bolt bar 2, adopts φ 14 one-level steel.Before installation, outer wall of basement waterproof construction is to d=150mm place, both sides, ater-casting, this formwork hoisting is put in place, then the construction of outside waterproof roll 11 is carried out, this position waterproof of constructing only should be noted that the U-shaped steel plate groove 1 of outboard template and concrete intersection node construction quality, and coiled material can carry out next procedure construction after all having constructed.In Fig. 2,5 is exterior wall reinforcing bar.
Claims (2)
1. the vertical alter-pouring strips mould plate of basement shear wall, comprise inner side wooden form, outboard template, it is characterized in that, described outboard template is a U-shaped steel plate groove, the described U-shaped steel plate groove base plate be arranged between two parties outside the vertical ater-casting of exterior wall amplifies on pin or base plate brick loose tool, in U-shaped steel plate groove, gap (a) is respectively left in both sides and ater-casting, U-shaped steel plate well width equals ater-casting width and 2 times of gap (a) sums, U-shaped steel plate slot thickness (b) equals 1.5 times of gaps (a), U-shaped steel plate groove height is corresponding with basement floor height, in U-shaped steel plate groove, solid welding has multiple split bolt bar, split bolt bar non-welding end mantle fiber is for reinforcing described inner side wooden form, split bolt bar is laterally being no less than 3 row along ater-casting even width layout, split bolt bar is vertically being arranged along U-shaped steel plate groove high uniformity, bottom row's split bolt bar amplifies pin apart from base plate or base plate brick loose tool face height (c) equals 0.5 times of gap (a).
2. the vertical alter-pouring strips mould plate of basement shear wall according to claim 1, is characterized in that, described gap (a) equals 300 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420762151.6U CN204435427U (en) | 2014-12-08 | 2014-12-08 | The vertical alter-pouring strips mould plate of basement shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420762151.6U CN204435427U (en) | 2014-12-08 | 2014-12-08 | The vertical alter-pouring strips mould plate of basement shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204435427U true CN204435427U (en) | 2015-07-01 |
Family
ID=53603314
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420762151.6U Expired - Fee Related CN204435427U (en) | 2014-12-08 | 2014-12-08 | The vertical alter-pouring strips mould plate of basement shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204435427U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106869134A (en) * | 2017-01-17 | 2017-06-20 | 上海建工五建集团有限公司 | Base plate for the base pit engineering for having subregion stake connects method |
| CN109797969A (en) * | 2019-03-20 | 2019-05-24 | 杭州昂创科技有限公司 | Post-cast strip tool-type hangs the construction method of modular system in advance |
-
2014
- 2014-12-08 CN CN201420762151.6U patent/CN204435427U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106869134A (en) * | 2017-01-17 | 2017-06-20 | 上海建工五建集团有限公司 | Base plate for the base pit engineering for having subregion stake connects method |
| CN109797969A (en) * | 2019-03-20 | 2019-05-24 | 杭州昂创科技有限公司 | Post-cast strip tool-type hangs the construction method of modular system in advance |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150701 Termination date: 20201208 |