CN107299621A - A kind of cantilevered building template - Google Patents
A kind of cantilevered building template Download PDFInfo
- Publication number
- CN107299621A CN107299621A CN201710382522.6A CN201710382522A CN107299621A CN 107299621 A CN107299621 A CN 107299621A CN 201710382522 A CN201710382522 A CN 201710382522A CN 107299621 A CN107299621 A CN 107299621A
- Authority
- CN
- China
- Prior art keywords
- channel
- section steel
- protection board
- protective frame
- screw mandrel
- 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.)
- Pending
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Classifications
-
- 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
- E02B7/04—Dams across valleys
- E02B7/08—Wall dams
-
- 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
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0023—Cast, i.e. in situ or in a mold or other formwork
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Mechanical Engineering (AREA)
- Revetment (AREA)
Abstract
The present invention relates to a kind of cantilevered building template, the model sheetinstallat is on the side wall of inclination or vertical reservoir dam, including channel-section steel, protection board, protective frame, preset muscle and screw mandrel；On the side wall that channel-section steel is close to, preset muscle is perpendicular to channel-section steel and in being embedded in, and protection board is placed in protective frame, and protective frame is connected to form U-shape structure with channel-section steel；Its innovative point is：It is connected between the end of channel-section steel by screw mandrel; support is used as by preset muscle and fused after the completion of one section of dam construction and preset muscle and channel-section steel, protection board and protective frame are dismantled by screw mandrel, the mode that channel-section steel, protection board and protective frame are stacked upwards and preset muscle is installed after being positioned with screw mandrel additional carries out next section of construction.
Description
Technical field
The present invention relates to building engineering field, more particularly to a kind of cantilevered building template.
Background technology
In water conservancy structure concreting field, the template casting concrete in bulk that traditional method is used,
One piece is poured with template in bulk and conserves one piece, after concrete reaches design strength, then one by one form removable in bulk,
Then block placement is carried out again, repeats the above method until pouring completion, expense of taking a lot of work numerous and diverse using above method pouring construction
When, pouring quality is difficult to ensure, such as concrete the temperature range of curtain, faulting of slab ends, deformation, honeycomb, and concrete occurs not
Easy to control the problems such as.
A kind of adjustable cantilever template as described in China Patent No. 201020046736.X, including template assembly, it is described
Template assembly is arranged on tripod by rear moving device, and the template assembly includes main back cord, the lower end branch of the main back cord
Support is provided with main back cord diagonal brace in the rear on moving device, and between the main back cord and the rear moving device, it is characterised in that
The main back cord includes two blocks of channel-section steels set back-to-back, and the bottom surface of channel-section steel is provided with a row or two exhausting holes along longitudinal direction；Two pieces of grooves
Left between steel by multiple bolt connections between gap, and two blocks of channel-section steels, the two ends of the bolt are each passed through two blocks of channel-section steels
On through hole, steel pipe is cased with the middle part of the bolt, the length of the steel pipe is equal to the width in the gap between two blocks of channel-section steels,
The external diameter of the steel pipe is more than the diameter of the through hole；The upper end of the main back cord diagonal brace is inserted into the channel-section steel of two pieces of back-to-back settings
Between gap in, and be connected by pin with the through hole on two blocks of channel-section steels, lower end is connected with the rear moving device, the main back of the body
Stupefied diagonal brace is provided with length adjustment device.
Above-mentioned adjustable cantilever template is used to move the template of formula for after, although to solve template in certain degree and exist
Horizontal direction raise internode away from the problem of, but stacking and displacement of the template on vertical can not be solved, it is impossible to complete along perpendicular
To dismounting and superposition problem.
The content of the invention
The technical problem to be solved in the present invention is to provide a kind of cantilevered building template, solve construction and use template in bulk
Pour one piece of maintenance, one piece of construction speed slowly and common cantilevered building template is unfavorable for the problem of vertical dismounting is stacked.
In order to solve the above technical problems, the technical scheme is that：A kind of cantilevered building template, the model sheetinstallat exists
On the side wall of inclination or vertical reservoir dam, including channel-section steel, protection board, protective frame, preset muscle and screw mandrel；What channel-section steel was close to
On the wall of side, preset muscle is perpendicular to channel-section steel and in being embedded in, and protection board is placed in protective frame, and protective frame is connected to form U-shaped with channel-section steel
Structure；Its innovative point is：It is connected between the end of channel-section steel by screw mandrel, support is used as by preset muscle and poured in one section of dam
Fused after the completion of building and preset muscle and channel-section steel, protection board and protective frame are dismantled by screw mandrel, channel-section steel, protection board and protective frame is upward
The mode for stacking and installing preset muscle after being positioned with screw mandrel additional carries out next section of construction；
The channel-section steel is the cross-shaped configuration of some sections of vertical channel-section steels and the formation of horizontal channel-section steel, vertical channel-section steel and horizontal channel-section steel difference
Along inclined plane or vertical plane it is vertical and horizontally arranged, protection board mounting hole, the two ends of channel-section steel are provided with stress groove
End is respectively arranged with hinging buckle and is hinged neck, is held in the mouth channel-section steel by the way that screw mandrel to be embedded in hinging buckle and be hinged in neck
Connect；
If the protective frame be divided into above and below dried layer, including connecting plate and protective baffle plate；One end of connecting plate on vertical channel-section steel with setting
The protection board mounting hole put is connected by bolt, and connecting plate can be carried out after angular adjustment around with the rotation of the hinged place of vertical channel-section steel
Fixed, the other end of connecting plate is connected with protective baffle plate；
The protection board is placed on the connecting plate of protective frame, and protection board is of an L-shaped structure and is multilayer protection board.
The preset muscle is threaded rod structure, in preset muscle is embedded in perpendicular to one end of horizontal channel-section steel and preset muscle, in advance
The other end for putting muscle is clamped on horizontal channel-section steel by clamp nut and tapered cup nut, and fusing hole is provided with tapered cup nut；
The screw mandrel is used for the linking positioning and the demoulding of channel-section steel of channel-section steel.
The advantage of the invention is that：
1）By using the embedded preset muscle in the concrete dykes and dams poured, whole mould is used as with being connected with channel-section steel by preset muscle
The support of plate, channel-section steel is positioned at the demoulding by screw mandrel, passes through the fast quick-detach of the cohesive position fused between preset muscle and channel-section steel
Template is moved up the construction above carrying out by underlying template, is improved efficiency of construction, has been saved the use of template；
2）Can by screw mandrel position the demoulding channel-section steel on install multilayer protection board, according to the position of construction a certain layer protection
Constructed on plate, the preset muscle that underlying protection board is connected with constructed reservoir dam is fused, lower section will be located at
Channel-section steel, protection board and protective frame be connected with the channel-section steel of top, the construction of the reservoir dam of same level is alternately accomplished successively, is carried
The high efficiency of construction of dykes and dams.
Brief description of the drawings
The present invention is further detailed explanation with reference to the accompanying drawings and detailed description.
Fig. 1 is the assembling side elevation that cantilevered reservoir tilts dam template.
Fig. 2 is the assembling side elevation of the vertical dam template of cantilevered reservoir.
Fig. 3 is the A portions enlarged drawing of cantilevered building template.
Fig. 4 is the protective frame front view of cantilevered building template.
Embodiment
The following examples can make professional and technical personnel that the present invention is more fully understood, but therefore not send out this
It is bright to be limited among described scope of embodiments.
A kind of cantilevered building template as shown in Figures 1 to 4, the model sheetinstallat is being tilted or vertical reservoir dam 1
On the wall of side, including channel-section steel 2, protection board 3, protective frame 4, preset muscle 5 and screw mandrel 6；Channel-section steel 2 is close on 1 side wall, preset muscle 5
Perpendicular to channel-section steel 2 and it is embedded in 1, protection board 3 is placed in protective frame 4, protective frame 4 is connected to form U-shape structure with channel-section steel 2；Groove
It is connected between the end of steel 2 by screw mandrel 6, support is used as by preset muscle 5 and fused after the completion of one section of dam construction preset
Muscle 5 simultaneously dismantles channel-section steel 2, protection board 3 and protective frame 4 by screw mandrel 6, and channel-section steel 2, protection board 3 and protective frame 4 are stacked upwards and are used in combination
The mode for installing preset muscle 5 after the positioning of screw mandrel 6 additional carries out next section 1 of construction.
Channel-section steel 2 is the cross-shaped configuration of some sections of vertical channel-section steel 21 and horizontal channel-section steel 22 formation, vertical channel-section steel 21 and level
Channel-section steel 22 is vertical and horizontally arranged respectively along 1 inclined plane or vertical plane, and 2 are provided with protection board 23 and install on stress groove
Hole, the two ends end of channel-section steel 2 is respectively arranged with hinging buckle and is hinged neck, by the way that screw mandrel 6 is embedded in into hinging buckle and hinge
Connect in neck and be connected channel-section steel 2.
If 4 points of protective frame is dried layer, including connecting plate 41 and protective baffle plate 42 up and down；One end of connecting plate 41 and vertical slot
The protection board mounting hole 23 set on steel 21 is connected by bolt, and connecting plate 41 can rotate around with the hinged place of vertical channel-section steel 21
Fix after angular adjustment, the other end of connecting plate 41 is connected with protective baffle plate 42.
Protection board 3 is placed on the connecting plate 41 of protective frame 4, and protection board 3 is of an L-shaped structure and is multilayer protection board.
Preset muscle 5 is threaded rod structure, and preset muscle 5 is embedded in 1 perpendicular to one end of horizontal channel-section steel 22 and preset muscle 5,
The other end of preset muscle 5 is clamped on horizontal channel-section steel 22 by clamp nut 7 and tapered cup nut 8, is provided with tapered cup nut 8 molten
Disconnected hole.
Screw mandrel 6 is used for the linking positioning and the demoulding of channel-section steel 2 of channel-section steel 2.
It should be understood by those skilled in the art that, the present invention is not limited to the above embodiments, above-described embodiment and explanation
Merely illustrating the principles of the invention described in book, without departing from the spirit and scope of the present invention, the present invention also have
Various changes and modifications, these changes and improvements all fall within the protetion scope of the claimed invention.The claimed scope of the invention
By appended claims and its equivalent thereof.
Claims (1)
1. a kind of cantilevered building template, the model sheetinstallat is on the side wall of inclination or vertical reservoir dam, including channel-section steel, guarantor
Backplate, protective frame, preset muscle and screw mandrel；On the side wall that channel-section steel is close to, preset muscle is perpendicular to channel-section steel and is embedded in interior, protection board
It is placed in protective frame, protective frame is connected to form U-shape structure with channel-section steel；It is characterized in that：Held in the mouth between the end of channel-section steel by screw mandrel
Connect, support is used as by preset muscle and fused after the completion of one section of dam construction and preset muscle and channel-section steel, protection are dismantled by screw mandrel
Plate and protective frame, the mode that channel-section steel, protection board and protective frame are stacked upwards and preset muscle is installed after being positioned with screw mandrel additional are carried out down
One section of construction；
The channel-section steel is the cross-shaped configuration of some sections of vertical channel-section steels and the formation of horizontal channel-section steel, vertical channel-section steel and horizontal channel-section steel difference
Along inclined plane or vertical plane it is vertical and horizontally arranged, protection board mounting hole, the two ends of channel-section steel are provided with stress groove
End is respectively arranged with hinging buckle and is hinged neck, is held in the mouth channel-section steel by the way that screw mandrel to be embedded in hinging buckle and be hinged in neck
Connect；
If the protective frame be divided into above and below dried layer, including connecting plate and protective baffle plate；One end of connecting plate on vertical channel-section steel with setting
The protection board mounting hole put is connected by bolt, and connecting plate can be carried out after angular adjustment around with the rotation of the hinged place of vertical channel-section steel
Fixed, the other end of connecting plate is connected with protective baffle plate；
The protection board is placed on the connecting plate of protective frame, and protection board is of an L-shaped structure and is multilayer protection board；
The preset muscle is threaded rod structure, and preset muscle is embedded in interior, preset muscle perpendicular to one end of horizontal channel-section steel and preset muscle
The other end be clamped in by clamp nut and tapered cup nut on horizontal channel-section steel, be provided with tapered cup nut fusing hole；
The screw mandrel is used for the linking positioning and the demoulding of channel-section steel of channel-section steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710382522.6A CN107299621A (en) | 2017-05-26 | 2017-05-26 | A kind of cantilevered building template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710382522.6A CN107299621A (en) | 2017-05-26 | 2017-05-26 | A kind of cantilevered building template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107299621A true CN107299621A (en) | 2017-10-27 |
Family
ID=60137501
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710382522.6A Pending CN107299621A (en) | 2017-05-26 | 2017-05-26 | A kind of cantilevered building template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107299621A (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0305064A1 (en) * | 1987-08-27 | 1989-03-01 | Halliburton Company | Packer inflation and grouting control valve |
| CN201406639Y (en) * | 2009-05-20 | 2010-02-17 | 北京城乡建设集团有限责任公司 | Support of construction formworks of side flange plate of concrete-steel beam |
| CN201671325U (en) * | 2010-01-08 | 2010-12-15 | 北京卓良模板有限公司 | Adjustable cantilever template |
| 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 |
-
2017
- 2017-05-26 CN CN201710382522.6A patent/CN107299621A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0305064A1 (en) * | 1987-08-27 | 1989-03-01 | Halliburton Company | Packer inflation and grouting control valve |
| CN201406639Y (en) * | 2009-05-20 | 2010-02-17 | 北京城乡建设集团有限责任公司 | Support of construction formworks of side flange plate of concrete-steel beam |
| CN201671325U (en) * | 2010-01-08 | 2010-12-15 | 北京卓良模板有限公司 | Adjustable cantilever template |
| 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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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
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| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20171027 |
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| WD01 | Invention patent application deemed withdrawn after publication |