CN207513166U - Bolumn cap template - Google Patents
Bolumn cap template Download PDFInfo
- Publication number
- CN207513166U CN207513166U CN201721090045.8U CN201721090045U CN207513166U CN 207513166 U CN207513166 U CN 207513166U CN 201721090045 U CN201721090045 U CN 201721090045U CN 207513166 U CN207513166 U CN 207513166U
- Authority
- CN
- China
- Prior art keywords
- fixed plate
- side wall
- wall fixed
- bolumn cap
- ribbed stiffener
- 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
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model provides a kind of bolumn cap template, and including fixed plate, fixed plate has side wall fixed plate, side wall fixed plate to be watched after splicing mutually from top surface direction as square structure；Side wall fixed plate and horizontal plane are inclined, there is angle.The improvement of the utility model mainly cooperation can realize the abnormally-structured of bolumn cap, and the bolumn cap of inverted pyramid type can realize the bearing capacity of bigger.The template belongs to dismountable, using bolt disassembly, can realize reuse, improve utilization rate.Other external supports are eliminated, simplify operation sequence.By increasing lateral ribbed stiffener, first, the robustness of template can be added, second is that can be by the connection channel of other side wall fixed plates.Intermediate ribbed stiffener plays the role of reinforcing.Bottom ribbed stiffener is set with template into 45 degree of angles, is directly lain on the shaft plank sheathing of existing building.
Description
Technical field
The utility model is related to one kind, more particularly to one kind.
Background technology
Bolumn cap is also referred to as column bracket plate, when Slab Column-shear Wall Structures are constructed using chainless drives, can be wanted according to bearing capacity
It asks using no bolumn cap plate or has bolumn cap (column bracket) plate form.The length and thickness of bolumn cap (column bracket plate) should determine, and every by calculating
Direction length is not preferably less than the 1/6 of span of slab, and thickness is not preferably less than the 1/4 of plate thickness.7 degree of appropriate to the occasion use have bolumn cap (column bracket
Plate), should use at 8 degree has bolumn cap (column bracket plate).Specific requirement refers to JGJ3-2010《Concrete Structures of Tall Building technology is advised
Journey》Related content and data.
Bolumn cap is mainly used for when floow load is larger, to improve bearing capacity, rigidity and the punch resistant capability of plate,
Capital setting be used for increase structure of the column to plate rest area.
Bolumn cap is needed template to support, is needed four pieces of planks or baldness under normal circumstances in operation using straight trip structure
Bald steel plate surround one it is rectangular, outside needs other objects such as many reinforcing bars to be supported fixation, with carrying for living standard
Height, skyscraper is more and more, and the bearing capacity for bolumn cap of keeping straight on can not carry completely.In addition the fixed mode of reinforcing bar is used,
It is too simple, operation displacement is susceptible to, influences bearing capacity, potential risks occurs.
Invention content
In view of the foregoing deficiencies of prior art, it the purpose of this utility model is to provide a kind of bolumn cap template, is used for
Solve problems of the prior art.
In order to achieve the above objects and other related objects, the utility model provides a kind of bolumn cap template, including fixed plate, Gu
Fixed board has side wall fixed plate, side wall fixed plate to be watched after splicing mutually from top surface direction as square structure；Side wall fixed plate and water
Plane is inclined, there is angle.
Preferably, there is lateral ribbed stiffener at the both ends of the side wall fixed plate.
Preferably, the lateral ribbed stiffener and adjacent lateral ribbed stiffener are fixed using fixing bolt.
Preferably, there be bottom ribbed stiffener the lower section of the side wall fixed plate.
Preferably, the side wall fixed plate and bottom ribbed stiffener have angle.
Preferably, the angle of the side wall fixed plate and bottom ribbed stiffener is 30-60 degree.
Preferably, there is intermediate stiffener in the side wall fixed plate.
Preferably, the intermediate stiffener is divided into horizontally and vertically, and two horizontally and vertically
Intermediate stiffener crosses one another in crosswise.
Preferably, there is top ribbed stiffener in the side wall fixed plate.
As described above, the utility model has the advantages that：
The improvement of the utility model mainly cooperation can realize the abnormally-structured of bolumn cap, and the bolumn cap of inverted pyramid type can
Realize the bearing capacity of bigger.The template belongs to dismountable, using bolt disassembly, can realize reuse, improve utilization rate.
Other external supports are eliminated, simplify operation sequence.By increasing lateral ribbed stiffener, first, the robustness of template can be added,
It second is that can be by the connection channel of other side wall fixed plates.Intermediate ribbed stiffener plays the role of reinforcing.Bottom ribbed stiffener with
Template is set into 45 degree of angles, is directly lain on the shaft plank sheathing of existing building.
Description of the drawings
Fig. 1 is shown as the structure diagram of the utility model.
Fig. 2 is shown as the sectional view of the utility model.
Label declaration
1 it is top ribbed stiffener, 2 be side wall fixed plate, 3 be vertical direction intermediate stiffener, 4 be lateral ribbed stiffener, 5 is solid
Determine bolt, 6 be horizontal direction intermediate stiffener, 7 be bottom ribbed stiffener.
Specific embodiment
Illustrate the embodiment of the utility model below by way of specific specific example, those skilled in the art can be by this theory
Content disclosed by bright book understands other advantages and effect of the utility model easily.The utility model can also be by addition
Different specific embodiments are embodied or practiced, and the various details in this specification can also be based on different viewpoints with answering
With carrying out various modifications or alterations under the spirit without departing from the utility model.
It please refers to Fig.1 to Fig. 2.It should be noted that the diagram provided in the present embodiment only illustrates this in a schematic way
The basic conception of utility model, when only display is with related component in the utility model rather than according to actual implementation in schema then
Component count, shape and size are drawn, and kenel, quantity and the ratio of each component can be a kind of random change during actual implementation
Become, and its assembly layout kenel may also be increasingly complex.
The utility model provides a kind of bolumn cap template, and including fixed plate, fixed plate has side wall fixed plate 2, side wall fixed plate 2
From top surface direction, viewing is square structure after splicing mutually；Whole is inverted pyramid type structure from the side；2 He of side wall fixed plate
Horizontal plane is inclined, there is angle.
There is lateral ribbed stiffener 4 at the both ends of the side wall fixed plate 2.Lateral ribbed stiffener one is the robustness that can add template, two
Being can be by the connection channel of other side wall fixed plates.
The lateral ribbed stiffener 4 and adjacent lateral ribbed stiffener are fixed using fixing bolt 5.
There is bottom ribbed stiffener 7 lower section of the side wall fixed plate.
The angle of the side wall fixed plate and bottom ribbed stiffener is 45 degree.
Preferably, there is intermediate stiffener in the side wall fixed plate.Intermediate ribbed stiffener plays the role of reinforcing.
The intermediate stiffener is divided into horizontal direction intermediate stiffener 6 and vertical direction intermediate stiffener 3, two level sides
It crosses one another to the intermediate stiffener with vertical direction in crosswise.
There is top ribbed stiffener in the side wall fixed plate.
The above embodiments are only illustrative of the principle and efficacy of the utility model, new not for this practicality is limited
Type.Any person skilled in the art can all carry out above-described embodiment under the spirit and scope without prejudice to the utility model
Modifications and changes.Therefore, such as those of ordinary skill in the art without departing from the revealed essence of the utility model
All equivalent modifications completed under refreshing and technological thought or change, should be covered by the claim of the utility model.
Claims (9)
1. a kind of bolumn cap template, which is characterized in that including fixed plate, fixed plate has side wall fixed plate, and side wall fixed plate is spelled mutually
From top surface direction, viewing is square structure after connecing；Side wall fixed plate and horizontal plane are inclined, there is angle.
2. bolumn cap template according to claim 1, which is characterized in that the both ends of the side wall fixed plate, which have, laterally puts more energy into
Rib.
3. bolumn cap template according to claim 2, which is characterized in that the lateral ribbed stiffener and adjacent lateral ribbed stiffener
It is fixed using fixing bolt.
4. bolumn cap template according to claim 1, which is characterized in that the lower section of the side wall fixed plate also has bottom to put more energy into
Rib.
5. the bolumn cap template according to claim 1 or 4, which is characterized in that the side wall fixed plate and bottom ribbed stiffener have
Angle.
6. the bolumn cap template according to claim 1 or 4, which is characterized in that the side wall fixed plate and bottom ribbed stiffener
Angle is 30-60 degree.
7. bolumn cap template according to claim 1, which is characterized in that have intermediate stiffener in the side wall fixed plate.
8. bolumn cap template according to claim 7, which is characterized in that the intermediate stiffener is divided into horizontal direction and vertical
Direction, two intermediate stiffeners horizontally and vertically cross one another in crosswise.
9. bolumn cap template according to claim 1, which is characterized in that also have top ribbed stiffener in the side wall fixed plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721090045.8U CN207513166U (en) | 2017-08-29 | 2017-08-29 | Bolumn cap template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721090045.8U CN207513166U (en) | 2017-08-29 | 2017-08-29 | Bolumn cap template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207513166U true CN207513166U (en) | 2018-06-19 |
Family
ID=62531161
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721090045.8U Expired - Fee Related CN207513166U (en) | 2017-08-29 | 2017-08-29 | Bolumn cap template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207513166U (en) |
-
2017
- 2017-08-29 CN CN201721090045.8U patent/CN207513166U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| AU2012373801B2 (en) | Early-removal formwork system for concreting of constructions comprising beams, plates and columns | |
| CN102839678B (en) | Structure for improving rigidity and stability of foundation pit steel support | |
| CN104831851A (en) | Reinforced concrete orthogonal-diagonal space lattice box structure and production method thereof | |
| CN202688885U (en) | High-stability fastener type full space support | |
| CN101672118A (en) | Main workshop structure of large heat power plant | |
| CN105649250B (en) | The construction method of structural system between beam slab system and flat slab system | |
| CN207513166U (en) | Bolumn cap template | |
| CN104389271B (en) | A kind of steel pipe concrete arch rib bridge arch pin is installed and is used stiffness support | |
| CN204059420U (en) | Late poured band support structure | |
| CN206769206U (en) | A kind of frame column longitudinal reinforcement spacer ferrule | |
| CN204703511U (en) | High residential building wall column formwork is general perpendicular stupefied | |
| CN204311359U (en) | A kind of steel pipe concrete arch rib bridge arch pin is installed and is used stiffness support | |
| CN105672111A (en) | Steel-concrete combination structure crossbeam | |
| CN206128678U (en) | Precast floorslab reinforcing structure | |
| CN205476670U (en) | Small -size movable stereo garage | |
| CN211691410U (en) | Inserted lift scaffold reentrant corner pole setting | |
| CN205243095U (en) | Single frame posture side coal bunker structure suitable for low earthquake intensity district | |
| CN215483520U (en) | Basement roof floor system capable of effectively reducing floor height of basement | |
| CN205296460U (en) | W shock -proof type frame - shear force wall integrated configuration | |
| CN205476072U (en) | Large -scale derrick box column processing technology structure | |
| CN202187551U (en) | Stable supporting system for high girder template | |
| CN206328958U (en) | Thick slab reinforcement supporting construction | |
| CN204390640U (en) | Floor tile shields | |
| CN102828637B (en) | Parking device | |
| CN218714873U (en) | Steel structure platform |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20180619 Termination date: 20180829 |