CN209082989U - Parallelogram section concrete column template ruggedized construction and template system - Google Patents
Parallelogram section concrete column template ruggedized construction and template system Download PDFInfo
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- CN209082989U CN209082989U CN201821310084.9U CN201821310084U CN209082989U CN 209082989 U CN209082989 U CN 209082989U CN 201821310084 U CN201821310084 U CN 201821310084U CN 209082989 U CN209082989 U CN 209082989U
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- reinforcement
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- ruggedized construction
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Abstract
The utility model provides a kind of parallelogram section concrete column template ruggedized construction and template system, including at least one layer of reinforcement elements, every layer of reinforcement elements include four groups of reinforcement assemblies, every group of reinforcement assembly includes two peripheral rinforcement bars, fastener, bayonet connection and split bolt, four groups of reinforcement assemblies are sequentially connected end to end the frame structure for constituting that section is parallelogram, the peripheral rinforcement bar of adjacent reinforcement assembly is connected by fastener, and the peripheral rinforcement bar of two in same group of reinforcement assembly is connected by a snap part and is fixedly connected；The both ends of at least one split bolt are fixed on the fastener at one group of diagonal position of reinforcement elements.The formwork reinforcement structure forms triangular structure by setting diagonal line split bolt, reinforcement elements, and triangular structure is reliable and stable, and integrally-built stability is higher.
Description
Technical field
The utility model relates to the realm of building construction, add in particular to a kind of parallelogram section concrete column template
Fixing structure and template system.
Background technique
Now, building trade is continuously developed and improves, architectural design conception also more tend to novelty, fashion,
Beauty, therefore incident is that component design form becomes varied, construction method is also required to the update with design and changes
Into to guarantee construction precision, reach construction target.
Most-often used in building bearing component is concrete beam and column, and common concrete column is mostly rectangular section.And
In the design of part, to reach artistic architecture appearance or meeting privileged sites requirement, concrete column uses parallelogram section
Form.
Inventor has found under study for action, traditional parallelogram section beams of concrete or column in casting process at least
It has the following disadvantages:
Existing technology is rectangular column (square column) formwork reinforcement technology, and main use erects stupefied support, steel pipe anchor ear, to drawing
The form of screw rod locking realizes the firm of template.In parallelogram section, there are changeability, traditional anchor ears for angle
It cannot effectively reinforce with to the method for drawing, when coagulation earth lateral pressure is acted in template in casting process, can generate biggish
Deformation even misplaces, and causes dimensional discrepancy after concrete column forming big, of poor quality.
Utility model content
The purpose of this utility model is to provide a kind of parallelogram section concrete column template ruggedized constructions, to improve tradition
Parallelogram concrete column template the problem of template is not fixed firmly when setting up.
The purpose of this utility model is to provide a kind of template systems, are taken with the parallelogram concrete column template for improving traditional
If when template the problem of being not fixed firmly.
The embodiments of the present invention are achieved in that
Based on above-mentioned first purpose, the utility model provides a kind of parallelogram section concrete column template ruggedized construction,
The formwork reinforcement structure includes:
At least one layer of reinforcement elements, every layer of reinforcement elements include four groups of reinforcement assemblies, reinforcement assembly packet described in every group
It includes two peripheral rinforcement bars, fastener, bayonet connection and split bolt, four groups of reinforcement assemblies and is sequentially connected end to end structure
It is the frame structure of parallelogram at section, the peripheral rinforcement bar of the adjacent reinforcement assembly is connected by the fastener
It connects, two in reinforcement assembly described in the same group piece peripheral rinforcement bar is fixedly connected by the bayonet connection；At least one
The both ends of split bolt described in root are fixed on the fastener at one group of diagonal position of the reinforcement elements.
In the utility model preferred embodiment, it is described periphery rinforcement bar be steel pipe, it is described periphery rinforcement bar it is vertical
In wherein axis direction cross sectional shape be circular ring shape.
In the utility model preferred embodiment, the bayonet connection includes fixing bolt and the card being arranged in pairs
Fishplate bar, there are two arc clamping grooves for each card adapter plate tool, and described two arc clamping grooves are arranged in parallel, described two
Arc clamping groove is respectively engaged with outside same group of described two peripheral rinforcement bars, and the card adapter plate being arranged in pairs passes through institute
Fixing bolt is stated to be fixedly connected.
In the utility model preferred embodiment, there are two the bayonet connection settings, two groups of institutes being oppositely arranged
Reinforcement assembly is stated to be fixedly connected by a bayonet connection.
In the utility model preferred embodiment, the split bolt is provided with two, two split bolts point
It does not fix on the fastener at two groups of diagonal positions of the reinforcement elements.
In the utility model preferred embodiment, the parallelogram section concrete column template ruggedized construction further includes using
In the stupefied wood being fitted on the outside of template, it is outer that the periphery rinforcement bar is connected to the stupefied wood.
In the utility model preferred embodiment, the peripheral rinforcement bar of four of the adjacent reinforcement assembly is staggeredly set
It sets.
In the utility model preferred embodiment, the fastener includes rotation axis and two clamping rings, two institutes
State clamping ring to be rotatablely connected by the rotation axis, there are two each clamping ring tools clamping side, two clamping sides it
Between formed can open and close clamping opening, each clamping side position is provided with the through-hole for wearing bolt.
In the utility model preferred embodiment, the clamping ring is becket.
Based on above-mentioned second purpose, the utility model provides a kind of template system, including main template body and described
Parallelogram section concrete column template ruggedized construction, the main template body, which surrounds to have, pours cavity for casting concrete,
The periphery rinforcement bar is arranged outside the main template body, and the split bolt runs through the main template body.
The beneficial effect of the utility model embodiment is:
In conclusion the utility model embodiment provides a kind of parallelogram section concrete column template ruggedized construction,
It is simple and reasonable, convenient for manufacture processing, installation with it is easy to use, meanwhile, the formwork reinforcement structure by is arranged diagonal line pair
Bolt is drawn, reinforcement elements form triangular structure, and triangular structure is reliable and stable, and integrally-built stability is higher.Specifically such as
Under:
Parallelogram section concrete column template ruggedized construction provided in this embodiment, after the completion of main template body is built, in mould
Reinforcement elements are arranged in plate body exterior, and the quantity of reinforcement elements is arranged on demand, can be laid according to the height of main template body,
Short transverse along main template body lays at least two groups reinforcement elements, improves stability.The peripheral rinforcement bar of every group of reinforcement elements
Stick on the outside of main template body, adjacent peripheral rinforcement bar is fixed by fastener, meanwhile, opposite peripheral rinforcement bar by pair
Bolt fastening is drawn, using in split bolt fastener cycle, at least one split bolt is mounted on the diagonal position of reinforcement elements
On, peripheral rinforcement bar and split bolt constitute triangular structure, and triangular structure is reliable and stable, enhance integral reinforcing unit
Stability, template system is unlikely to deform in casting process, and pouring quality is high.
Template system provided in this embodiment includes above-mentioned parallelogram section concrete column template ruggedized construction, is had upper
State all advantages of parallelogram section concrete column template ruggedized construction.
Detailed description of the invention
It, below will be to use required in embodiment in order to illustrate more clearly of the technical solution of the utility model embodiment
Attached drawing be briefly described, it should be understood that the following drawings illustrates only some embodiments of the utility model, therefore should not be by
Regard the restriction to range as, for those of ordinary skill in the art, without creative efforts, may be used also
To obtain other relevant attached drawings according to these attached drawings.
Fig. 1 is the schematic diagram of the parallelogram section concrete column template ruggedized construction of the utility model embodiment；
Fig. 2 is the schematic top plan view of the parallelogram section concrete column template ruggedized construction of the utility model embodiment；
Fig. 3 is the signal of the fastener of the parallelogram section concrete column template ruggedized construction of the utility model embodiment
Figure；
Fig. 4 is showing for the bayonet connection of the parallelogram section concrete column template ruggedized construction of the utility model embodiment
It is intended to.
Icon: 010- reinforcement elements；100- reinforcement assembly；The periphery 110- rinforcement bar；120- fastener；121- turns
Moving axis；122- is clamped ring；123- is clamped side；124- clamping opening；125- through-hole；130- bayonet connection；131- card
Fishplate bar；132- fixing bolt；133- arc clamping groove；140- split bolt；The stupefied wood of 150-.
Specific embodiment
Existing technology is rectangular column (square column) formwork reinforcement technology, and main use erects stupefied support, steel pipe anchor ear, to drawing
The form of screw rod locking realizes the firm of template.In parallelogram section, there are changeability, traditional anchor ears for angle
It cannot effectively reinforce with to the method for drawing, when coagulation earth lateral pressure is acted in template in casting process, can generate biggish
Deformation even misplaces, and causes dimensional discrepancy after concrete column forming big, of poor quality.
In consideration of it, inventor devises a kind of parallelogram section concrete column template ruggedized construction and template system, it should
Formwork reinforcement structure forms triangular structure by setting diagonal line split bolt 140, reinforcement elements 010, and triangular structure is steady
Fixed reliable, integrally-built stability is higher.
It is practical new below in conjunction with this to keep the objectives, technical solutions, and advantages of the embodiments of the present invention clearer
Attached drawing in type embodiment, the technical scheme in the utility model embodiment is clearly and completely described, it is clear that is retouched
The embodiment stated is the utility model a part of the embodiment, instead of all the embodiments.Usually here in attached drawing description and
The component of the utility model embodiment shown can be arranged and be designed with a variety of different configurations.
Therefore, requirement is not intended to limit to the detailed description of the embodiments of the present invention provided in the accompanying drawings below
The scope of the utility model of protection, but it is merely representative of the selected embodiment of the utility model.Based in the utility model
Embodiment, every other embodiment obtained by those of ordinary skill in the art without making creative efforts, all
Belong to the range of the utility model protection.
It should also be noted that similar label and letter indicate similar terms in following attached drawing, therefore, once a certain Xiang Yi
It is defined in a attached drawing, does not then need that it is further defined and explained in subsequent attached drawing.
It is in the description of the present invention, it should be noted that term " center ", "upper", "lower", "left", "right", " perpendicular
Directly ", the orientation or positional relationship of the instructions such as "horizontal", "inner", "outside" be based on the orientation or positional relationship shown in the drawings, or
The utility model product using when the orientation or positional relationship usually put, be merely for convenience of description the utility model and letter
Change description, rather than the device or element of indication or suggestion meaning must have a particular orientation, with specific orientation construct and
Operation, therefore should not be understood as limiting the present invention.In addition, term " first ", " second ", " third " etc. are only used for area
Divide description, is not understood to indicate or imply relative importance.
In addition, the terms such as term "horizontal", "vertical", " pendency " are not offered as requiring component abswolute level or pendency, and
It is that can be slightly tilted.It is not to indicate the structure if "horizontal" only refers to that its direction is more horizontal with respect to for "vertical"
It has to fully horizontally, but can be slightly tilted.
In the description of the present invention, it should also be noted that, unless otherwise clearly defined and limited, term " is set
Set ", " installation ", " connected ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection,
Or it is integrally connected；It can be mechanical connection, be also possible to be electrically connected；It can be directly connected, intermediary can also be passed through
It is indirectly connected, can be the connection inside two elements.For the ordinary skill in the art, it can be managed with concrete condition
Solve the concrete meaning of above-mentioned term in the present invention.
It should be noted that in the absence of conflict, the feature in the embodiments of the present invention and embodiment can
To be combined with each other.
Embodiment
Fig. 1-Fig. 4 is please referred to, a kind of parallelogram section concrete column template ruggedized construction is present embodiments provided, is used for
Pair cross-section shape is that the template system of concrete column, concrete-pile of parallelogram etc. is reinforced, and is guaranteed in work progress
The position of template system is solid and reliable, improves pouring quality.The ruggedized construction includes:
At least one layer of reinforcement elements 010, every layer of reinforcement elements 010 include four groups of reinforcement assemblies 100, are added described in every group
Gu component 100 includes two peripheral rinforcement bars 110, fastener 120, bayonet connection 130 and split bolt 140, and described four
Group reinforcement assembly 100 is sequentially connected end to end the frame structure for constituting that section is parallelogram, the adjacent reinforcement assembly 100
The periphery rinforcement bar 110 is connected by the fastener 120, two peripheries in reinforcement assembly 100 described in same group
Rinforcement bar 110 is fixedly connected by the bayonet connection 130；The both ends of split bolt 140 described at least one are fixed on institute
It states on the fastener 120 at one group of diagonal position of reinforcement elements 010.
Ruggedized construction provided in this embodiment, after the completion of main template body is built, it is flat that main template body, which constitutes cross sectional shape,
Row quadrangle pours cavity, generally surrounds this using four pieces of main template bodies and pours cavity, the angle between adjacent forms main body
Setting on demand, can be arranged inclined-plane, the inclined-plane of adjacent forms main body is close together, in mould at the piece position of main template body
The phenomenon that quick-fried slurry of spillage is less prone at the piece position of plate main body.Meanwhile in main template body build process, the spelling of main template body
Sponge strip can be set at position in seam, further prevents spillage.Obviously, it should be noted that the height of main template body, thickness are pressed
It need to be arranged, herein without limiting in detail.
After the completion of main template body is set up, reinforcement elements 010 are set outside main template body, the quantity of reinforcement elements 010 is pressed
It needs to be arranged, can be laid according to the height of main template body, lay at least two groups along the short transverse of main template body and reinforce list
Member 010 improves stability.The peripheral rinforcement bar 110 of every group of reinforcement elements 010 sticks on the outside of main template body, adjacent periphery
Rinforcement bar 110 is fixed by fastener 120, meanwhile, opposite peripheral rinforcement bar 110 is fastened by split bolt 140, is being utilized
In 140 fastener cycle of split bolt, at least one split bolt 140 is mounted on the diagonal position of reinforcement elements 010, and periphery adds
Gu muscle 110 and split bolt 140 constitute triangular structure, triangular structure is reliable and stable, enhances integral reinforcing unit 010
Stability, template system is unlikely to deform in casting process, and pouring quality is high.
In the present embodiment, peripheral rinforcement bar 110 be steel pipe, it is described periphery rinforcement bar 110 perpendicular to wherein axis direction
Cross sectional shape be circular ring shape.Corresponding, bayonet connection 130 includes fixing bolt 132 and the card adapter plate being arranged in pairs
131, there are two arc clamping groove 133, described two arc clamping grooves 133 are arranged in parallel each tool of card adapter plate 131,
Described two arc clamping grooves 133 are respectively engaged with outside same group of described two peripheral rinforcement bars 110, the institute being arranged in pairs
Card adapter plate 131 is stated to be fixedly connected by the fixing bolt 132.When installation, bayonet connection 130 is used to install to be oppositely arranged
Two groups of reinforcement assemblies 100, a card adapter plate 131 of bayonet connection 130 and two peripheral rinforcement bars of one group of reinforcement assembly 100
110 connections, another card adapter plate 131 of bayonet connection 130 and two peripheral rinforcement bars 110 of another group of reinforcement assembly 100
Connection completes two groups of opposite reinforcement assemblies 100 then using fixed two card adapter plates 131 being arranged in pairs of fixing bolt 132
Fixation.Further, fixing bolt 132 is perpendicular to peripheral rinforcement bar 110.
It should be noted that one layer of reinforcement elements 010 include two groups of reinforcement assemblies 100 being oppositely arranged, therefore, in order to mention
High connectivity robustness, there are two the settings of bayonet connection 130, and two bayonet connections 130 are solid with two pairs of reinforcement assemblies 100 respectively
Fixed connection.
Ruggedized construction provided in this embodiment is fastened on the diagonal positions of reinforcement elements 010 by split bolt 140,
So that reinforcement elements 010 are in the fixed structure with three-legged structure, in order to improve stability, split bolt 140 is provided with two,
Two diagonal lines of reinforcement elements 010 are fixed respectively.
Optional in the present embodiment, every group of reinforcement assembly 100 includes two peripheral rinforcement bars 110 disposed in parallel, phase
The peripheral rinforcement bar 110 of adjacent reinforcement assembly 100 is fixedly connected, when installation, the peripheral rinforcement bars of four of adjacent reinforcement assembly 100
110 are staggered, in this way, more fixing bolts 132 are not in dry when fastening reinforcement assembly 100 using bayonet connection 130
The case where relating to is easily installed.
In the present embodiment, four staggered peripheral rinforcement bars 110 are connected by two fasteners 120, specifically, staggered
Two peripheral rinforcement bars 110 connected by a fastener 120.Fastener 120 includes rotation axis 121 and two clamping rings
122, two clamping rings 122 are rotatablely connected by the rotation axis 121, and there are two clampings for each tool of clamping ring 122
Side 123 forms the clamping opening 124 that can be opened and closed between two clamping sides 123, and each 123 institute of the clamping side is in place
Install the through-hole 125 being equipped with for wearing bolt.The clamping ring 122 of one fastener 120 is passed through into card at purchase clamping opening 124
It connects on peripheral rinforcement bar 110, two clamping sides 123 of clinch fastener 120 in through-hole 125 is then threaded through using bolt,
Realization clamping ring 122 is fixedly connected with peripheral rinforcement bar 110.Further, clamping ring 122 is becket, and structural strength is high,
Long service life.
Optional in the present embodiment, parallelogram section concrete column template ruggedized construction further includes for being fitted in outside template
Stupefied wooden the 150 of side, the periphery rinforcement bar 110 are connected to outside described stupefied wooden 150.Stupefied wooden 150 are parallel to the height of main template body
Stupefied wooden 150 quantity in direction, the outside of main template body is arranged on demand, herein without specifically limiting.
Embodiment
Present embodiments provide a kind of template system, including main template body and parallelogram provided by the above embodiment
Section concrete column template ruggedized construction, the main template body are surrounded with the cavity that pours for casting concrete, and the periphery adds
Gu muscle 110 is arranged outside the main template body, the split bolt 140 runs through the main template body.
The above descriptions are merely preferred embodiments of the present invention, is not intended to limit the utility model, for this
For the technical staff in field, various modifications and changes may be made to the present invention.It is all in the spirit and principles of the utility model
Within, any modification, equivalent replacement, improvement and so on should be included within the scope of protection of this utility model.
Claims (10)
1. a kind of parallelogram section concrete column template ruggedized construction, which is characterized in that the formwork reinforcement structure includes:
At least one layer of reinforcement elements, every layer of reinforcement elements include split bolt and four groups of reinforcement assemblies, are added described in every group
Gu component includes that two peripheral rinforcement bars, fastener and bayonet connection, four groups of reinforcement assemblies are sequentially connected end to end structure
It is the frame structure of parallelogram at section, the peripheral rinforcement bar of the adjacent reinforcement assembly is connected by the fastener
It connects, two in reinforcement assembly described in the same group piece peripheral rinforcement bar is fixedly connected by the bayonet connection；At least one
The both ends of split bolt described in root are fixed on the fastener at one group of diagonal position of the reinforcement elements.
2. parallelogram section concrete column template ruggedized construction according to claim 1, which is characterized in that the periphery adds
Gu muscle is steel pipe, the cross sectional shape perpendicular to wherein axis direction of the periphery rinforcement bar is circular ring shape.
3. parallelogram section concrete column template ruggedized construction according to claim 2, which is characterized in that the buckle connects
Fitting includes fixing bolt and the card adapter plate being arranged in pairs, and there are two arc clamping grooves for each card adapter plate tool, described
Two arc clamping grooves are arranged in parallel, and two peripheries that described two arc clamping grooves are respectively engaged with same group add
Gu outside muscle, the card adapter plate being arranged in pairs is fixedly connected by the fixing bolt.
4. parallelogram section concrete column template ruggedized construction according to claim 3, which is characterized in that the buckle connects
There are two fitting settings, and reinforcement assembly described in two groups be oppositely arranged is fixedly connected by a bayonet connection.
5. parallelogram section concrete column template ruggedized construction, feature described in any one of -4 exist according to claim 1
In the split bolt is provided with two, and two split bolts fix two groups of diagonal positions of the reinforcement elements respectively
On the fastener at place.
6. parallelogram section concrete column template ruggedized construction according to claim 1, which is characterized in that described parallel four
Side tee section concrete column template ruggedized construction further includes the stupefied wood for being fitted on the outside of template, and the periphery rinforcement bar is connected to institute
It is outer to state stupefied wood.
7. parallelogram section concrete column template ruggedized construction according to claim 1, which is characterized in that add described in adjacent
Gu the peripheral rinforcement bar of four of component is staggered.
8. parallelogram section concrete column template ruggedized construction according to claim 1, which is characterized in that the fastener
It is rotatablely connected including rotation axis and two clamping rings, two clamping rings by the rotation axis, each clamping ring
Tool forms the clamping opening that can be opened and closed there are two side is clamped between two clamping sides, each clamping side institute is in place
Install the through-hole being equipped with for wearing bolt.
9. parallelogram section concrete column template ruggedized construction according to claim 8, which is characterized in that the clamping ring
For becket.
10. a kind of template system, which is characterized in that including main template body and according to claim 1 to 9
Parallelogram section concrete column template ruggedized construction, the main template body, which surrounds to have, pours cavity for casting concrete,
The periphery rinforcement bar is arranged outside the main template body, and the split bolt runs through the main template body.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821310084.9U CN209082989U (en) | 2018-08-14 | 2018-08-14 | Parallelogram section concrete column template ruggedized construction and template system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821310084.9U CN209082989U (en) | 2018-08-14 | 2018-08-14 | Parallelogram section concrete column template ruggedized construction and template system |
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| CN209082989U true CN209082989U (en) | 2019-07-09 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115992605A (en) * | 2023-03-23 | 2023-04-21 | 福建省中霖工程建设有限公司 | Prefabricated building reinforcing structure and assembling method thereof |
-
2018
- 2018-08-14 CN CN201821310084.9U patent/CN209082989U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115992605A (en) * | 2023-03-23 | 2023-04-21 | 福建省中霖工程建设有限公司 | Prefabricated building reinforcing structure and assembling method thereof |
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Address after: 3801, 38 / F, Zhongjian science and engineering building, No. 3331, Weilan Coast Community Center Road, Yuehai street, Nanshan District, Shenzhen City, Guangdong Province Patentee after: China Construction Engineering Group Co., Ltd Address before: 518000 Guangdong city of Shenzhen province Nanshan District Guangdong streets Center Road No. 3331 steel built in 27 storey building room 2701 Patentee before: China Construction Steel Structure Corp. Ltd. |