CN205382488U - Water conservancy project concrete dam body job -specific formwork - Google Patents
Water conservancy project concrete dam body job -specific formwork Download PDFInfo
- Publication number
- CN205382488U CN205382488U CN201620193897.9U CN201620193897U CN205382488U CN 205382488 U CN205382488 U CN 205382488U CN 201620193897 U CN201620193897 U CN 201620193897U CN 205382488 U CN205382488 U CN 205382488U
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- China
- Prior art keywords
- dam body
- sleiding form
- electric block
- sleiding
- track
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Abstract
The utility model discloses a water conservancy project concrete dam body job -specific formwork, including sliding template, side template, track, anchor pile, electric block, through setting up the walking wheel at sliding template both ends, setting up and shortcoming that demolish engineering volume is great of among prior art framed bent can be overcome to walking wheel and the fixed mounting track roll complex mode on the dam body inclined plane, has reduced the input of the resources such as setting and crane of counter weight, and be especially steep and when longer when the slope, has realized that one -time Setup slides the liter in succession, has improved the efficiency of construction, has reduced manufacturing cost, and the while has also been reduced and being set up the safe risk that the counter weight was brought. Additionally, the utility model discloses an electric block replaces hoist engine draw gear, has reduced the requirement to executing industrial area ground, sets up convenient and fast.
Description
Technical field
This utility model belongs to hydraulic engineering technical field, is specially a kind of concrete for hydraulic structure dam body dedicated templates.
Background technology
The hydraulic engineering relation people's livelihood, relates to national security and vital interests.In recent years, the construction of China's water resource infrastructure is subject to the great attention of governments at all levels and the extensive concern of the whole society.In construction of hydro project, it is frequently run onto the construction operating mode building slope concrete, the mode erecting template after setting up framed bent is more now generally taked to construct, the subject matter that this form of construction work exists is: when slope steeper and longer time, setting up of framed bent is relatively big with projects amount, and concrete position in storehouse divides more, cause that working procedure is many, engineering time is long, and efficiency is low, becomes wood to put into bigger.Also there is the scheme adopting auxiliary transport, but this method typically requires and arranges counterweight on sliding formwork, the uplift pressure produced during to resist concreting and lateral pressure, when the gradient is steeper, the set amount of balancing weight is bigger, and the handling of balancing weight need crane to coordinate, therefore the wasting of resources is more serious, and the setting of counterweight simultaneously also brings certain potential safety hazard.It addition, sliding formwork draws typically by hoist engine, it is necessary to special planning Ground arrangement hoist engine, natively nervous dam crest place is brought predicament.
Summary of the invention
In order to solve the deficiencies in the prior art, this utility model provides a kind of concrete for hydraulic structure dam body dedicated templates.
This utility model be the technical scheme is that a kind of concrete for hydraulic structure dam body dedicated templates, including sleiding form, side template, track, anchor pile, electric block；
Described sleiding form is steel form, and sleiding form and concrete surface are plane, and another side is provided with some and strengthens plate muscle in length and breadth, the both sides of sleiding form are provided with multiple supporting leg, supporting leg lower end is provided with road wheel, and sleiding form upper end is provided with steel wire rope connector, and sleiding form lower end is provided with platform of wiping one's face；
Described side template-setup in sleiding form both sides and is parallel to each other, side template along dam body inclined-plane from dam end the to dam crest and be fixed on dam body inclined-plane；
Described track is arranged on outside Side shuttering and is fixed on dam body inclined-plane, and track rolls with sleiding form both sides road wheel and coordinates；
Described anchor pile is fixedly installed on dam crest；
Described electric block is arranged on anchor pile top, and electric block is connected with the steel wire rope connector of sleiding form upper end by steel wire rope.
Further, the supporting leg of described sleiding form is connected by ring flange with sleiding form.
Further, platform of wiping one's face described in is provided with guardrail.
This utility model provides the benefit that: by arranging road wheel at sleiding form two ends, road wheel rolls, with the track being fixedly mounted on dam body inclined-plane, the mode coordinated, what can overcome framed bent in prior art sets up the shortcoming bigger with projects amount, the input of the resources such as the setting and the crane that decrease counterweight, especially when slope is steeper and longer time, achieve once mounting sliding continuously, improve efficiency of construction, reduce production cost, also reduce simultaneously and the security risk that counterweight is brought is set.It addition, this utility model substitutes hoist engine traction apparatus by electric block, reduce the requirement to construction site, arrange convenient and swift.
Accompanying drawing explanation
If Fig. 1 is this utility model structural representation.
Detailed description of the invention
Below in conjunction with accompanying drawing, this utility model is described further.
A kind of concrete for hydraulic structure dam body dedicated templates, including sleiding form 1, side template 8, track 9, anchor pile 6, electric block 5；
Described sleiding form 1 is steel form, sleiding form 1 and concrete surface are plane, another side is provided with some and strengthens plate muscle in length and breadth, the both sides of sleiding form 1 are provided with multiple supporting leg 10, supporting leg 10 lower end is provided with road wheel 11, sleiding form 1 upper end is provided with steel wire rope connector 3, and sleiding form 1 lower end is provided with platform 12 of wiping one's face；
Described side template 8 is arranged on sleiding form 1 both sides and is parallel to each other, side template 8 along dam body inclined-plane from dam end the to dam crest 7 and be fixed on dam body inclined-plane；
Described track 9 is arranged on outside Side shuttering 8 and is fixed on dam body inclined-plane, and track 9 rolls with sleiding form 1 both sides road wheel 11 and coordinates；
Described anchor pile 6 is fixedly installed on dam crest 7；
Described electric block 5 is arranged on anchor pile 6 top, and electric block 5 is connected with the steel wire rope connector 3 of sleiding form 1 upper end by steel wire rope 4.
Further, the supporting leg 10 of described sleiding form 1 is connected by ring flange 2 with sleiding form 1.
Further, platform 12 of wiping one's face described in is provided with guardrail.
Two pieces of side templates 8, track 9, anchor pile 6, electric block 5 should have been propped up first successively during this utility model specific works, then sleiding form 1 is placed on track 9, with steel wire rope 4, sleiding form 1 and electric block 5 are connected again, it is pour concrete in storehouse below sleiding form 1, vibrate with poker vibrator, watering in storehouse after completely, after sleiding form 1 is moved forward a segment distance by startup electric block 5, then row is built.
Claims (3)
1. a concrete for hydraulic structure dam body dedicated templates, is characterized in that: this dedicated templates includes sleiding form, side template, track, anchor pile, electric block；
Described sleiding form is steel form, and sleiding form and concrete surface are plane, and another side is provided with some and strengthens plate muscle in length and breadth, the both sides of sleiding form are provided with multiple supporting leg, supporting leg lower end is provided with road wheel, and sleiding form upper end is provided with steel wire rope connector, and sleiding form lower end is provided with platform of wiping one's face；
Described side template-setup in sleiding form both sides and is parallel to each other, side template along dam body inclined-plane from dam end the to dam crest and be fixed on dam body inclined-plane；
Described track is arranged on outside Side shuttering and is fixed on dam body inclined-plane, and track rolls with sleiding form both sides road wheel and coordinates；
Described anchor pile is fixedly installed on dam crest；
Described electric block is arranged on anchor pile top, and electric block is connected with the steel wire rope connector of sleiding form upper end by steel wire rope.
2. a kind of concrete for hydraulic structure dam body dedicated templates according to claim 1, is characterized in that: the supporting leg of described sleiding form is connected by ring flange with sleiding form.
3. a kind of concrete for hydraulic structure dam body dedicated templates according to claim 1, is characterized in that: described in platform of wiping one's face be provided with guardrail.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620193897.9U CN205382488U (en) | 2016-03-14 | 2016-03-14 | Water conservancy project concrete dam body job -specific formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620193897.9U CN205382488U (en) | 2016-03-14 | 2016-03-14 | Water conservancy project concrete dam body job -specific formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205382488U true CN205382488U (en) | 2016-07-13 |
Family
ID=56351565
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620193897.9U Expired - Fee Related CN205382488U (en) | 2016-03-14 | 2016-03-14 | Water conservancy project concrete dam body job -specific formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205382488U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106088152A (en) * | 2016-08-12 | 2016-11-09 | 中铁二十五局集团第三工程有限公司 | A kind of receive and slide device and using method thereof becoming precast frame on hill wash road |
| CN107059798A (en) * | 2017-05-23 | 2017-08-18 | 梁美欣 | Dam concrete form structure |
| CN113863218A (en) * | 2021-09-17 | 2021-12-31 | 杜建云 | River levee bank protection slipform device |
| CN114790715A (en) * | 2022-05-27 | 2022-07-26 | 中交二航局第一工程有限公司 | Self-adaptive folding steel formwork device |
-
2016
- 2016-03-14 CN CN201620193897.9U patent/CN205382488U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106088152A (en) * | 2016-08-12 | 2016-11-09 | 中铁二十五局集团第三工程有限公司 | A kind of receive and slide device and using method thereof becoming precast frame on hill wash road |
| CN106088152B (en) * | 2016-08-12 | 2018-06-05 | 中铁二十五局集团第三工程有限公司 | One kind precast frame reception and slide device and its application method on hill wash road is become |
| CN107059798A (en) * | 2017-05-23 | 2017-08-18 | 梁美欣 | Dam concrete form structure |
| CN113863218A (en) * | 2021-09-17 | 2021-12-31 | 杜建云 | River levee bank protection slipform device |
| CN114790715A (en) * | 2022-05-27 | 2022-07-26 | 中交二航局第一工程有限公司 | Self-adaptive folding steel formwork device |
| CN114790715B (en) * | 2022-05-27 | 2024-05-14 | 中交二航局第一工程有限公司 | Self-adaptive folding steel template device |
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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: 20160713 Termination date: 20170314 |