CN106168028A - A kind of cantilevered reservoir dam template - Google Patents
A kind of cantilevered reservoir dam template Download PDFInfo
- Publication number
- CN106168028A CN106168028A CN201610733250.5A CN201610733250A CN106168028A CN 106168028 A CN106168028 A CN 106168028A CN 201610733250 A CN201610733250 A CN 201610733250A CN 106168028 A CN106168028 A CN 106168028A
- Authority
- CN
- China
- Prior art keywords
- section steel
- channel
- reservoir dam
- stress
- protective
- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/02—Handling of bulk concrete specially for foundation or hydraulic engineering purposes
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
- E02B7/02—Fixed barrages
Abstract
The present invention relates to a kind of cantilevered reservoir dam template, this model sheetinstallat is on the sidewall of inclination or vertical reservoir dam, including stress channel-section steel, protective plate, protective frame, embedded ribs and screw mandrel；Stress channel-section steel is close on the sidewall of reservoir dam, and embedded ribs is perpendicular to stress channel-section steel and is embedded in reservoir dam, and protective plate is placed in protective frame, and protective frame and stress channel-section steel are connected to form U-shape structure；Its innovative point is: be connected by screw mandrel between the end of stress channel-section steel, by embedded ribs as supporting and fuse after one section of dam construction completes embedded ribs by screw mandrel dismounting stress channel-section steel, protective plate and protective frame, stress channel-section steel, protective plate and protective frame upwards stack and carry out by the mode installing embedded ribs behind screw mandrel location additional the construction of next section of reservoir dam.
Description
Technical field
The present invention relates to building engineering field, particularly relate to a kind of cantilevered reservoir dam template.
Background technology
In water conservancy structure concreting field, the template casting concrete in bulk that traditional method uses,
One piece of maintenance one piece is poured by template in bulk, after concrete reaches design strength, more one by one form removable in bulk,
Carrying out block placement the most again, repetition said method, until having poured, uses said method pouring construction numerous and diverse, expense of taking a lot of work
Time, pouring quality is difficult to ensure, as curtain, faulting of slab ends, deformation, honeycomb etc. occurs in concrete, and the temperature range of concrete is not
The problem such as easy to control.
A kind of adjustable cantilever template as described in China Patent No. 201020046736.X, including template assembly, described
Template assembly is arranged on tripod by rear moving device, and described template assembly includes that main back cord, the lower end of described main back cord prop up
Support in the rear on moving device, and between described main back cord and described rear moving device, be provided with main back cord diagonal brace, it is characterised in that
Described main back cord includes the channel-section steel of two pieces of back-to-back settings, and the bottom surface of channel-section steel is along being longitudinally provided with a row or two exhausting holes；Two pieces of grooves
Leaving between steel and connected by multiple bolts between gap, and two blocks of channel-section steels, the two ends of described bolt are each passed through two blocks of channel-section steels
On through hole, the middle part of described bolt is cased with steel pipe, the length of described steel pipe equal to the width in the gap between two blocks of channel-section steels,
The external diameter of described steel pipe is more than the diameter of described through hole；The upper end of described main back cord diagonal brace is inserted into the channel-section steel of two pieces of back-to-back settings
Between gap in, and by the through hole connection on pin and two blocks of channel-section steels, lower end is connected with described rear moving device, the described main back of the body
Stupefied diagonal brace is provided with length adjustment device.
Use the template moving formula after above-mentioned adjustable cantilever template is, although in certain degree, solve template exist
Horizontal direction raises the problem of interval, but cannot solve template stacking on vertical and displacement, it is impossible to complete along perpendicular
To dismounting and superposition problem.
Summary of the invention
The technical problem to be solved in the present invention is to provide a kind of cantilevered reservoir dam template, solves construction reservoir dam
Use template in bulk to pour the slow and common cantilever type form of one piece of construction speed of one piece of maintenance and be unfavorable for vertical dismounting stacking
Problem.
For solving above-mentioned technical problem, the technical scheme is that a kind of cantilevered reservoir dam template, this template is pacified
It is contained on the sidewall of inclination or vertical reservoir dam, including stress channel-section steel, protective plate, protective frame, embedded ribs and screw mandrel；Stress
Channel-section steel is close on the sidewall of reservoir dam, and embedded ribs is perpendicular to stress channel-section steel and is embedded in reservoir dam, and protective plate is placed in
In protective frame, protective frame and stress channel-section steel are connected to form U-shape structure；Its innovative point is: pass through between the end of stress channel-section steel
Screw mandrel is connected, by embedded ribs as supporting and fuse after one section of dam construction completes embedded ribs dismantle stress by screw mandrel
Channel-section steel, protective plate and protective frame, install embedded ribs additional after stress channel-section steel, protective plate and protective frame upwards being stacked and positioning with screw mandrel
Mode carry out the construction of next section of reservoir dam；
Described stress channel-section steel is some sections of vertical applied force channel-section steels and the cross-shaped configuration of horizontal force channel-section steel formation, vertical applied force groove
Steel and horizontal force channel-section steel are vertical and horizontally arranged respectively along inclined plane or the vertical of reservoir dam, and stress groove sets
Being equipped with protective plate installing hole, the end, two ends of stress channel-section steel is respectively arranged with hinged buckle and hinged draw-in groove, by screw mandrel is embedding
Enter and in hinged buckle and hinged draw-in groove, stress channel-section steel is connected.
Further, if described protective frame is divided into dried layer up and down, including connecting plate and protective baffle plate；One end of connecting plate with
The protective plate installing hole arranged on vertical applied force channel-section steel is connected by bolt, and connecting plate can hinged around with vertical applied force channel-section steel
Place's rotation is fixing after carrying out angular adjustment, and the other end of connecting plate is connected with protective baffle plate.
Further, described protective plate is placed on the connecting plate of protective frame, and protective plate is of an L-shaped structure and is multilayer proofing
Plate.
Further, described embedded ribs is threaded rod structure, and embedded ribs is perpendicular to the one of horizontal force channel-section steel and embedded ribs
End is embedded in reservoir dam, and the other end of embedded ribs is clamped on horizontal force channel-section steel by clamp nut and tapered cup nut,
Fusing hole it is provided with on tapered cup nut.
Further, described screw mandrel is for the linking location of stress channel-section steel and the demoulding of stress channel-section steel.
It is an advantage of the current invention that:
1) by using embedding embedded ribs in the concrete dykes and dams poured, by embedded ribs and stress channel-section steel and reservoir dam phase
Continuous cropping is the support of whole template, stress channel-section steel be positioned the demoulding by screw mandrel, by fusing embedded ribs and stress channel-section steel it
Between the fast quick-detach of cohesive position be positioned at the template of lower section by the construction of reservoir dam above shift-in row in template, improve and execute
Work efficiency rate, has saved the use of template；
2) installation multilayer proofing plate on the stress channel-section steel of the demoulding can positioned by screw mandrel, according to the position constructed at a certain layer
Construct on protective plate, will be located in the embedded ribs fusing that the protective plate of lower section is connected with constructed reservoir dam, will be located in
Stress channel-section steel, protective plate and the protective frame of lower section are connected with the stress channel-section steel of top, are alternately accomplished the reservoir of same level successively
The construction of dykes and dams, improves the efficiency of construction of dykes and dams.
Accompanying drawing explanation
The present invention is further detailed explanation with detailed description of the invention below in conjunction with the accompanying drawings.
Fig. 1 is the assembling side elevation that cantilevered reservoir tilts dam template.
Fig. 2 is the assembling side elevation of cantilevered reservoir vertical dam template.
Fig. 3 is the A portion enlarged drawing of cantilevered reservoir dam template.
Fig. 4 is the protective frame front view of cantilevered reservoir dam template.
Detailed description of the invention
The following examples can make professional and technical personnel that the present invention is more fully understood, but the most therefore by this
Bright it is limited among described scope of embodiments.
A kind of cantilevered reservoir dam template as shown in Figures 1 to 4, this model sheetinstallat is at inclination or vertical reservoir dam
On the sidewall of 1, including stress channel-section steel 2, protective plate 3, protective frame 4, embedded ribs 5 and screw mandrel 6；It is big that stress channel-section steel 2 is close to reservoir
On the sidewall on dam 1, embedded ribs 5 is perpendicular to stress channel-section steel 2 and is embedded in reservoir dam 1, and protective plate 3 is placed in protective frame 4, anti-
Retaining frame 4 and stress channel-section steel 2 are connected to form U-shape structure；It is connected, by embedded ribs 5 by screw mandrel 6 between the end of stress channel-section steel 2
As supporting and fuse after one section of dam construction completes embedded ribs 5 dismantle stress channel-section steel 2, protective plate 3 and anti-by screw mandrel 6
Retaining frame 4, the mode installing embedded ribs 5 after stress channel-section steel 2, protective plate 3 and protective frame 4 are upwards stacked and positioned with screw mandrel 6 additional is entered
The construction of next section of reservoir dam 1 of row.
Stress channel-section steel 2 is some sections of vertical applied force channel-section steels 21 and the cross-shaped configuration of horizontal force channel-section steel 22 formation, vertically
Stress channel-section steel 21 and horizontal force channel-section steel 22 vertically set with horizontal direction respectively along inclined plane or the vertical of reservoir dam 1
Putting, on stress groove, 2 are provided with protective plate 23 installing hole, and the end, two ends of stress channel-section steel 2 is respectively arranged with hinged buckle and hinged
Draw-in groove, by being connected stress channel-section steel 2 in screw mandrel 6 is embedded in hinged buckle and hinged draw-in groove.
If protective frame 4 is divided into dried layer up and down, including connecting plate 41 and protective baffle plate 42；One end of connecting plate 41 be vertically subject to
The protective plate installing hole 23 arranged on power channel-section steel 21 is connected by bolt, and connecting plate 41 can be around the hinge with vertical applied force channel-section steel 21
The place's of connecing rotation is fixing after carrying out angular adjustment, and the other end of connecting plate 41 is connected with protective baffle plate 42.
Protective plate 3 is placed on the connecting plate 41 of protective frame 4, and protective plate 3 is of an L-shaped structure and is multilayer proofing plate.
Embedded ribs 5 is threaded rod structure, and embedded ribs 5 is perpendicular to one end of horizontal force channel-section steel 22 and embedded ribs 5 and is embedded in
In reservoir dam 1, the other end of embedded ribs 5 is clamped on horizontal force channel-section steel 22 by clamp nut 7 and tapered cup nut 8, cone
Fusing hole it is provided with on shape nut 8.
Screw mandrel 6 is for the linking location of stress channel-section steel 2 and the demoulding of stress channel-section steel 2.
Skilled person will appreciate that of the industry, the present invention is not restricted to the described embodiments, above-described embodiment and explanation
The principle that the present invention is simply described described in book, without departing from the spirit and scope of the present invention, the present invention also has
Various changes and modifications, these changes and improvements both fall within scope of the claimed invention.Claimed scope
Defined by appending claims and equivalent thereof.
Claims (5)
1. a cantilevered reservoir dam template, this model sheetinstallat is on the sidewall of inclination or vertical reservoir dam, including being subject to
Power channel-section steel, protective plate, protective frame, embedded ribs and screw mandrel；Stress channel-section steel is close on the sidewall of reservoir dam, and embedded ribs is perpendicular to
Stress channel-section steel and being embedded in reservoir dam, protective plate is placed in protective frame, and protective frame and stress channel-section steel are connected to form U-shaped knot
Structure；It is characterized in that: be connected by screw mandrel between the end of stress channel-section steel, by embedded ribs as supporting and watering at one section of dam
Fuse after having built embedded ribs by screw mandrel dismounting stress channel-section steel, protective plate and protective frame, by stress channel-section steel, protective plate with prevent
Retaining frame upwards stacks and carries out the construction of next section of reservoir dam by the mode installing embedded ribs behind screw mandrel location additional；
Described stress channel-section steel is some sections of vertical applied force channel-section steels and the cross-shaped configuration of horizontal force channel-section steel formation, vertical applied force groove
Steel and horizontal force channel-section steel are vertical and horizontally arranged respectively along inclined plane or the vertical of reservoir dam, and stress groove sets
Being equipped with protective plate installing hole, the end, two ends of stress channel-section steel is respectively arranged with hinged buckle and hinged draw-in groove, by screw mandrel is embedding
Enter and in hinged buckle and hinged draw-in groove, stress channel-section steel is connected.
A kind of cantilevered reservoir dam template the most according to claim 1, it is characterised in that: described protective frame is divided into up and down
If dried layer, including connecting plate and protective baffle plate；One end of connecting plate leads to the protective plate installing hole of setting on vertical applied force channel-section steel
Crossing bolt to be connected, connecting plate can rotate around the hinged place with vertical applied force channel-section steel after carrying out angular adjustment to be fixed, connecting plate
The other end is connected with protective baffle plate.
A kind of cantilevered reservoir dam template the most according to claim 1, it is characterised in that: described protective plate is placed in protection
On the connecting plate of frame, protective plate is of an L-shaped structure and is multilayer proofing plate.
A kind of cantilevered reservoir dam template the most according to claim 1, it is characterised in that: described embedded ribs is threaded rod
Structure, embedded ribs is perpendicular to one end of horizontal force channel-section steel and embedded ribs and is embedded in reservoir dam, and the other end of embedded ribs leads to
Cross clamp nut and tapered cup nut is clamped on horizontal force channel-section steel, tapered cup nut is provided with fusing hole.
A kind of cantilevered reservoir dam template the most according to claim 1, it is characterised in that: described screw mandrel is used for stress groove
The linking location of steel and the demoulding of stress channel-section steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610733250.5A CN106168028B (en) | 2016-08-27 | 2016-08-27 | A kind of cantilevered reservoir dam template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610733250.5A CN106168028B (en) | 2016-08-27 | 2016-08-27 | A kind of cantilevered reservoir dam template |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106168028A true CN106168028A (en) | 2016-11-30 |
| CN106168028B CN106168028B (en) | 2018-06-26 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN201610733250.5A Active CN106168028B (en) | 2016-08-27 | 2016-08-27 | A kind of cantilevered reservoir dam template |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2045410U (en) * | 1989-04-05 | 1989-10-04 | 潘昭汉 | Portable seft-lift type pulling yoke for shuttering |
| CN2231274Y (en) * | 1994-12-12 | 1996-07-17 | 中国水利水电第八工程局 | Disassemble and assemble alternatively lifting full cantilever large steel shuttering |
| JP2003342940A (en) * | 2002-05-28 | 2003-12-03 | Marufuji Sheet Piling Co Ltd | Bank-body temporary coffering slit mounting construction method in checkdam and protector used for the same |
| CN203247546U (en) * | 2013-04-16 | 2013-10-23 | 葛洲坝集团第五工程有限公司 | Combined type suspended wall formwork for pouring dam inclined portion |
| CN204662369U (en) * | 2015-06-08 | 2015-09-23 | 中国葛洲坝集团第六工程有限公司 | A kind of slope cantilever large form |
| CN206090567U (en) * | 2016-08-27 | 2017-04-12 | 南通格瑞环保科技有限公司 | Cantilever type reservoir dam template |
-
2016
- 2016-08-27 CN CN201610733250.5A patent/CN106168028B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2045410U (en) * | 1989-04-05 | 1989-10-04 | 潘昭汉 | Portable seft-lift type pulling yoke for shuttering |
| CN2231274Y (en) * | 1994-12-12 | 1996-07-17 | 中国水利水电第八工程局 | Disassemble and assemble alternatively lifting full cantilever large steel shuttering |
| JP2003342940A (en) * | 2002-05-28 | 2003-12-03 | Marufuji Sheet Piling Co Ltd | Bank-body temporary coffering slit mounting construction method in checkdam and protector used for the same |
| CN203247546U (en) * | 2013-04-16 | 2013-10-23 | 葛洲坝集团第五工程有限公司 | Combined type suspended wall formwork for pouring dam inclined portion |
| CN204662369U (en) * | 2015-06-08 | 2015-09-23 | 中国葛洲坝集团第六工程有限公司 | A kind of slope cantilever large form |
| CN206090567U (en) * | 2016-08-27 | 2017-04-12 | 南通格瑞环保科技有限公司 | Cantilever type reservoir dam template |
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| Publication number | Publication date |
|---|---|
| CN106168028B (en) | 2018-06-26 |
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| PB01 | Publication | ||
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of invention: A cantilever dam formwork for reservoir Effective date of registration: 20220628 Granted publication date: 20180626 Pledgee: Jiangsu Rugao Rural Commercial Bank Co.,Ltd. chaidong sub branch Pledgor: NANTONG GREEN ENVIRONMENTAL PROTECTION TECHNOLOGY CO.,LTD. Registration number: Y2022980009257 |
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| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20230606 Granted publication date: 20180626 Pledgee: Jiangsu Rugao Rural Commercial Bank Co.,Ltd. chaidong sub branch Pledgor: NANTONG GREEN ENVIRONMENTAL PROTECTION TECHNOLOGY CO.,LTD. Registration number: Y2022980009257 |
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| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of invention: A cantilever type reservoir dam template Effective date of registration: 20230608 Granted publication date: 20180626 Pledgee: Jiangsu Rugao Rural Commercial Bank Co.,Ltd. chaidong sub branch Pledgor: NANTONG GREEN ENVIRONMENTAL PROTECTION TECHNOLOGY CO.,LTD. Registration number: Y2023980043253 |