CN201460199U - Embedded template - Google Patents
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- Publication number
- CN201460199U CN201460199U CN 200920087431 CN200920087431U CN201460199U CN 201460199 U CN201460199 U CN 201460199U CN 200920087431 CN200920087431 CN 200920087431 CN 200920087431 U CN200920087431 U CN 200920087431U CN 201460199 U CN201460199 U CN 201460199U
- Authority
- CN
- China
- Prior art keywords
- template
- shaped steel
- main framing
- formwork
- steel main
- 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
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- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 46
- 238000009432 framing Methods 0.000 claims description 25
- 229910052742 iron Inorganic materials 0.000 claims description 23
- 230000011218 segmentation Effects 0.000 claims description 4
- 229910000831 Steel Inorganic materials 0.000 abstract description 13
- 239000010959 steel Substances 0.000 abstract description 13
- 238000009415 formwork Methods 0.000 abstract description 6
- 238000010276 construction Methods 0.000 abstract description 5
- 235000017166 Bambusa arundinacea Nutrition 0.000 abstract description 4
- 235000017491 Bambusa tulda Nutrition 0.000 abstract description 4
- 241001330002 Bambuseae Species 0.000 abstract description 4
- 235000015334 Phyllostachys viridis Nutrition 0.000 abstract description 4
- 239000011425 bamboo Substances 0.000 abstract description 4
- 239000003292 glue Substances 0.000 abstract description 4
- 239000004567 concrete Substances 0.000 abstract description 3
- 238000009435 building construction Methods 0.000 abstract description 2
- 239000011150 reinforced concrete Substances 0.000 abstract 1
- 101100334009 Caenorhabditis elegans rib-2 gene Proteins 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- -1 of a wing profile Chemical compound 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a name is an inserted template. Belongs to the technical field of building construction. The combined steel formwork or bamboo glue formwork mainly solves the problems that an existing combined steel formwork or bamboo glue formwork cannot be detached at will, is inconvenient to vibrate, is limited in one-step pouring height and is prone to leakage. It is mainly characterized in that: the transverse rib-shaped steel plate comprises an I-shaped steel main framework, transverse ribs, a template and a wedge block; wherein, the I-steel main frameworks are arranged in parallel and longitudinally; the transverse ribs are arranged between the I-shaped steel main frameworks in sections to form a net framework; the template is embedded and installed in the space between the flange and the transverse rib between the adjacent I-shaped steel main frameworks; the wedge block is fastened between the template and the other flange of the I-shaped steel main framework. The utility model has the characteristics of the dismouting is simple and convenient, can be along with watering along with adorning, need not to wear the wall split bolt, template for the concrete placement in the mainly used reinforced concrete hydraulic structure construction.
Description
Technical field
The utility model belongs to technical field of building construction.Be specifically related to a kind of concreting template that is applicable in the construction of steel concrete water conservancy project structure.
Background technology
At present, in the construction of water conservancy project structure, general template is used combined steel formwork or bamboo glue pattern plate.Because combined steel formwork or bamboo glue pattern plate are to fix by setting up scaffold in the template outside, and use split bolt through walls to reinforce, thereby there is a following weak point: the one, template assembly is reinforced in case finish, and just can not arbitrarily dismantle, and makes the concreting inconvenience of vibrating; The 2nd, the one-time-concreting height also is restricted, and generally is no more than 3m; The 3rd, in construction, need to use in a large number split bolt through walls, easy to leak and form hidden danger of quality uses split bolt through walls also template itself to be caused certain damage.
Summary of the invention
The purpose of this utility model be exactly provide at above-mentioned weak point a kind of dismounting easy, can be with watering with dress, need not the inserted template of split bolt through walls.
Technical solution of the present utility model is: a kind of inserted template is characterized in that: comprise i iron main framing, cross rib, template and voussoir; Wherein, the i iron main framing vertically is provided with side by side; The cross rib segmentation is arranged between the i iron main framing, forms mesh skeleton; Template is inlayed in the edge of a wing and the space between the cross rib that is installed between the adjacent i iron main framing; Voussoir is fastened between another edge of a wing of template and i iron main framing.
Long 6～9 meters of i iron main framing described in the technical solution of the present utility model.
It is step-like that template both sides described in the technical solution of the present utility model become to cooperate with the i iron main framing edge of a wing.
Template described in the technical solution of the present utility model is wooden template, and voussoir is wooden voussoir.
The utility model is owing to adopt the template of being made up of i iron main framing, cross rib, template and voussoir, and the i iron main framing vertically is provided with side by side, the cross rib segmentation is arranged between the i iron main framing, form mesh skeleton, template is inlayed in the edge of a wing and the space between the cross rib that is installed between the adjacent i iron main framing, voussoir is fastened between another edge of a wing of template and i iron main framing, thereby can realize as required that template is with watering with upright, the assembly unit dismounting is easy, and need not use split bolt through walls.The utility model is owing to adopt 6～9 meters long i iron main framing, but thereby the one-time-concreting height can reach 6～9 meters high.The utility model has overcome the deficiencies in the prior art, have dismounting easy, can be with watering with dress, need not the characteristics of split bolt through walls.The utility model is mainly used in the concreting template in the construction of steel concrete water conservancy project structure.
Description of drawings
Fig. 1 is a schematic diagram of the present utility model;
Fig. 2 is a sectional drawing of the present utility model.
The specific embodiment
With reference to Figure of description the inserted template of the utility model is done following detailed description the in detail.
As shown in Figure 1.Main framing 1 is an i iron, vertically arranges.Cross rib 2 is processed by shaped steel, and segmentation is arranged between the main framing 1.The crisscross at the scene form cage that is assembled into of main framing 1 and cross rib 2 is inlayed template 3 in the edge of a wing and the space between the cross rib 2 that is installed between the adjacent main framing 1 then.
As shown in Figure 2.Wooden template 3 both sides are processed into step-like according to i iron edge of a wing profile, are embedded on adjacent two main framings, the 1 i iron edge of a wing, and with lacking 4 wedgings of timber wedge piece.
After the form cage assembly unit was finished, template 3 was installed as required from the bottom up, when realizing concreting with watering with upright.If necessary, only need take away voussoir 4 and just can dismantle lower bolster 4 easily, so that build and vibrate.
After the template framework assembly unit was fixed, 3 need of template just can be fixed with voussoir 4 wedgings, do not need to use through-wall bolt, and installing/dismounting only needs a people just to be convenient to operation.
Claims (4)
1. an inserted template is characterized in that: comprise i iron main framing (1), cross rib (2), template (3) and voussoir (4); Wherein, i iron main framing (1) vertically is provided with side by side; Cross rib (2) segmentation is arranged between the i iron main framing (1), forms mesh skeleton; Template (3) is inlayed in the edge of a wing and the space between the cross rib (2) that is installed between the adjacent i iron main framing (1); Voussoir (4) is fastened between another edge of a wing of template (3) and i iron main framing (1).
2. a kind of inserted template according to claim 1 is characterized in that: long 6～9 meters of described i iron main framing (1).
3. a kind of inserted template according to claim 1 and 2 is characterized in that: it is step-like that described template (3) both sides become to cooperate with i iron main framing (1) edge of a wing.
4. a kind of inserted template according to claim 1 and 2 is characterized in that: described template (3) is wooden template, and voussoir (4) is wooden voussoir.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200920087431 CN201460199U (en) | 2009-07-17 | 2009-07-17 | Embedded template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200920087431 CN201460199U (en) | 2009-07-17 | 2009-07-17 | Embedded template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201460199U true CN201460199U (en) | 2010-05-12 |
Family
ID=42387552
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200920087431 Expired - Fee Related CN201460199U (en) | 2009-07-17 | 2009-07-17 | Embedded template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201460199U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106917505A (en) * | 2017-03-30 | 2017-07-04 | 河北建筑工程学院 | A kind of transparent plastic template for building and preparation method thereof |
| CN114033162A (en) * | 2021-12-23 | 2022-02-11 | 武汉誉城千里建工有限公司 | Make things convenient for template for concrete placement of dismouting |
-
2009
- 2009-07-17 CN CN 200920087431 patent/CN201460199U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106917505A (en) * | 2017-03-30 | 2017-07-04 | 河北建筑工程学院 | A kind of transparent plastic template for building and preparation method thereof |
| CN106917505B (en) * | 2017-03-30 | 2019-01-15 | 河北建筑工程学院 | A kind of transparent plastic template for building and preparation method thereof |
| CN114033162A (en) * | 2021-12-23 | 2022-02-11 | 武汉誉城千里建工有限公司 | Make things convenient for template for concrete placement of dismouting |
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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: 20100512 Termination date: 20160717 |