CN208251623U - A kind of concrete column form bracing system - Google Patents
A kind of concrete column form bracing system Download PDFInfo
- Publication number
- CN208251623U CN208251623U CN201820462524.6U CN201820462524U CN208251623U CN 208251623 U CN208251623 U CN 208251623U CN 201820462524 U CN201820462524 U CN 201820462524U CN 208251623 U CN208251623 U CN 208251623U
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- sliding slot
- steel
- concrete column
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- tie
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 87
- 239000010959 steel Substances 0.000 claims abstract description 87
- 230000010354 integration Effects 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 14
- 238000011065 in-situ storage Methods 0.000 abstract description 4
- 238000009435 building construction Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 8
- 239000002699 waste material Substances 0.000 description 6
- 238000010586 diagram Methods 0.000 description 5
- 230000008901 benefit Effects 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000010721 machine oil Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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Abstract
The utility model relates to technical field of building construction, more particularly to a kind of concrete column form bracing system, the difference is that: it includes that successively the horizontal concrete column periphery that is set to is set between neighbouring tie vertically for fixing the multilayer tie of column template and is used to support the supporting element of tie from the bottom to top；Supporting element interlaced laying in above-below direction between adjacent tie；The tie includes for constituting the four of rectangle hoop steel parts；One end of the steel part is equipped with sliding slot；Two steel parts are connected to form one group of L-type steel component far from one end of sliding slot, and sliding slot one end of two groups of L-type steel components is connected to form adjustable rectangle hoop.The utility model is suitable for the cast-in-situ concrete columns of different cross section size, improves construction efficiency, reduces construction cost.
Description
Technical field
The utility model relates to technical field of building construction more particularly to a kind of concrete column form bracing systems.
Background technique
Currently, going deep into urbanization process, China has a large amount of engineering project to be in construction every year, huge
The engineering scale of construction to speed of application, quality control more stringent requirements are proposed；In the construction process, Screw arbor with nut at both-ends is to be used to support
With an important component of fixed form, the use of Screw arbor with nut at both-ends improves the stability of template, ensure that the safety of engineering；
But Screw arbor with nut at both-ends that there are recycling rates of waterused is low, after machine oil maintenance easily the disadvantages of concrete surface forms greasy dirt, by drawing
The problems such as waste of material caused by screw rod, artificial waste, considerably increases engineering cost, reduces construction efficiency；Meanwhile under column
Foot hang it is empty, rotten, spillage phenomenon, that the common quality defects such as deformation, shifting phenomena occurs in root is common；In addition, also thering is operator to adopt
Traditional Screw arbor with nut at both-ends is replaced with the mode of the additional clip fastener of column mould, but the size of fastener receives limitation, it is different
Column causes a large amount of time waste since different sectional dimensions needs to customize different fasteners, and cost cannot be controlled
System, there is no construction process is simplified, is answered although can solve disadvantage present in traditional Screw arbor with nut at both-ends fixed form technique
It is not expected with prospect and generalization；
In consideration of it, to overcome the above technological deficiency, providing a kind of concrete column form bracing system becomes this field urgently
It solves the problems, such as.
Summary of the invention
The shortcomings that the purpose of the utility model is to overcome the prior arts provides a kind of concrete column form bracing system,
Suitable for the cast-in-situ concrete columns of different cross section size, construction efficiency is improved, reduces construction cost.
In order to solve the above technical problems, the technical solution of the utility model are as follows: a kind of concrete column form bracing system,
The difference is that: it includes that successively level is set to the multilayer tie that concrete column periphery is used to fix column template from the bottom to top,
It is set between neighbouring tie vertically and is used to support the supporting element of tie；Supporting element between adjacent tie phase in above-below direction
Mutually it is laid staggeredly；The tie includes for constituting the four of rectangle hoop steel parts；One end of the steel part is equipped with sliding slot；Two steel
Part is connected to form one group of L-type steel component far from one end of sliding slot, and sliding slot one end of two groups of L-type steel components is connected to form adjustable
Save rectangle hoop.
By above scheme, the tie further includes the connector for connecting adjacent steel part；The connector includes being used for
Connect in L-type steel component first connector of two steel parts far from sliding slot one end and for connecting two groups of L-type steel structures in rectangle hoop
Second connector of part sliding slot one end；Second connector is arranged in sliding slot and the second connector can be according to concrete column section
Position of the size adjusting in sliding slot.
By above scheme, the steel part is L-type angle steel, and vertical part and the horizontal part is in the integration of L font.
By above scheme, the sliding slot is set to one end of L-type angle steel horizontal part, direction and the L-type angle steel of the sliding slot
Length direction is consistent, and the second connector connects the horizontal part of sliding slot one end；First connector connects the L-type angle steel far from sliding slot
The horizontal part of one end.
By above scheme, two connection types of the L-type angle steel far from sliding slot one end horizontal part be it is hinged, described first
Connector is articulation piece.
By above scheme, the connection type of L-type steel component sliding slot one end horizontal part described in two groups is to be bolted, described the
Two connectors are the bolt being arranged in sliding slot.
By above scheme, the supporting element include be vertically arranged and bottom end be connected to lower section L-type angle steel horizontal part support
Screw rod and it is connected to footstock of the studdle top for L-type angle steel above carry.
By above scheme, the studdle lower end is equipped with screw thread, and the L-type angle steel horizontal part is equipped with and the screw thread phase
Matched reserved screw hole.
By above scheme, the reserved screw hole is set to L-type angle steel horizontal part and far from sliding slot one end.
By above scheme, the L-type angle steel with a thickness of 3mm.
By above scheme, the utility model does not utilize Screw arbor with nut at both-ends, using the L-type for having sliding slot and reserved opening
Angle steel constitutes rectangle hoop, and the perimeter in self-locking range is adjusted to be suitable for the cast-in-situ concrete columns of different cross section size, greatly
It is big to save the construction time, construction efficiency is improved, and can reuse, avoids the cutting waste of Screw arbor with nut at both-ends, reduce
Construction cost；By screw support between upper and lower rectangle hoop, undermost rectangle hoop is supported by the flitch on ground, to be formed
One stable system, improves the Forming Quality of concrete column.
Detailed description of the invention
Fig. 1 is the utility model embodiment overall structure diagram；
Fig. 2 is the structural schematic diagram of tie in the utility model embodiment；
Fig. 3 is the structural schematic diagram of L-type steel component in the utility model embodiment；
Fig. 4 is the structural schematic diagram of supporting element in the utility model embodiment；
Wherein: 1- tie (101-L type angle steel, 102- horizontal part, the vertical portion 103-, 104- sliding slot, 105- reserve screw hole,
106- articulation piece, 107- bolt), 2- supporting element (201- studdle, 202- footstock, 203- screw thread), 3- concrete column, 4- back
It is stupefied.
Specific embodiment
In order to make the purpose of the utility model, technical solutions and advantages more clearly understood, with reference to the accompanying drawing and specifically
Embodiment is described in further detail the utility model.It should be appreciated that specific embodiment described herein is only used to solve
The utility model is released, is not used to limit the utility model.
Hereinafter, many aspects of the utility model will be more fully understood with reference to attached drawing.Component in attached drawing may not
It is drawn to scale.Alternatively, it is preferred that emphasis is clearly demonstrate the component of the utility model.In addition, several views in the accompanying drawings
In figure, identical appended drawing reference indicates corresponding part.
Word " exemplary " as used herein or " illustrative " expression are used as example, example or explanation.It retouches herein
Stating any embodiment for " exemplary " or " illustrative " to be not necessarily to be construed as is preferred relative to other embodiment or has
Benefit.All embodiments described below are illustrative embodiments, and providing these illustrative embodiments is to make
Those skilled in the art are obtained to make and use embodiment of the disclosure and be expected to be not intended to limit the scope of the present disclosure, the disclosure
Range is defined by the claims.In other embodiments, well known feature and method is described in detail so as not to obscure this
Utility model.For purpose described herein, term " on ", "lower", "left", "right", "front", "rear", "vertical", "horizontal" and
Its derivative words is related by the utility model oriented with such as Fig. 1.Moreover, have no intent to by above technical field, background technique,
Any theoretical limitation expressed or implied provided in summary of the invention or detailed description below.It should also be clear that being shown in the accompanying drawings
It is that the utility model limited in the following claims is conceived with specific device described in following discussion book and process
Simple examples embodiment.Therefore, specific size relevant to presently disclosed embodiment and other physical features should not be by
It is construed as limiting, unless claims are separately clearly stated.
Please refer to figs. 1 to 4, and the utility model is a kind of 3 form bracing system of concrete column comprising: from the bottom to top
Successively horizontal 3 periphery of concrete column that is set to, can also root for fixing the multilayer tie 1(multilayer tie spaced set of column template
It is adjusted according to actual needs), it is set between neighbouring tie 1 vertically and is used to support the supporting element 2 of tie 1；Adjacent tie 1
Between the interlaced laying in above-below direction of supporting element 2；
Fig. 2 shows the structure of tie 1 in the utility model embodiment, the tie 1 includes for constituting rectangle hoop
Four steel parts and the connector for connecting adjacent steel part；Steel part is the L-type angle steel 101 with a thickness of 3mm, 103 He of vertical portion
For horizontal part 102 in the integration of L font, one end of steel part is equipped with sliding slot 104, and in the utility model embodiment, sliding slot 104 is set to L
One end of 101 horizontal part 102 of type angle steel, and its direction is consistent with the length direction of L-type angle steel 101；Connector is divided into the first company
Fitting and the second connector, the first connector connect L-type steel component in two one end of steel part far from sliding slot 104, described second
Connector connects 104 one end of sliding slot of two groups of L-type steel components in rectangle hoop；Second connector is arranged in sliding slot 104 and
Two connectors can adjust the position in sliding slot 104 according to 3 sectional dimension of concrete column；Two steel parts far from sliding slot 104 one
End is connected to form one group of L-type steel component by the first connector, and 104 one end of sliding slot of two groups of L-type steel components connects by second
Fitting is connected to form adjustable rectangle hoop；Two L-type angle steel 101 constitute one group of L-type steel component connection and two groups of L-type steel structures
The connection of part composition rectangle hoop is the connection between 101 horizontal part 102 of L-type angle steel, two L-types in every group of L-type steel component
It is at L-shaped that angle steel 101 is mutually perpendicular to shape, and the two is bonded to each other far from 104 one end horizontal part 102 of sliding slot and is connected by the first connector
It connects, connection type is hinged, so the first connector is articulation piece 106；104 one end of sliding slot is horizontal in two groups of L-type steel components
About 102 portion is bonded to each other and its connection type is the connection of bolt 107, so the second connector is to be arranged in two sliding slots up and down
The position of bolt 107 in 104, bolt 107 is determined according to 3 sectional dimension of concrete column；
According to the schematic diagram of the L-type steel component shown in Fig. 3, the horizontal part 102 of each L-type angle steel 101 is equipped with for installing
The reserved screw hole 105 of supporting element 2, the reserved screw hole 105 are set to hinged one end and the bolt of 101 horizontal part 102 of L-type angle steel
107 connection one end between, and with hinged one end from it is closer, connect with 104 one end of sliding slot i.e. bolt 107 one end compared with
Far；
Fig. 4 shows 2 overall structure of supporting element, and the supporting element 2 is located above steel part bottom end and is connected to lower section steel part,
It includes being vertically arranged and bottom end is connected to the studdle 201 of 101 horizontal part 102 of lower section L-type angle steel and is connected to support spiral shell
201 top of bar is used to carry the footstock 202 of top L-type angle steel 101；Footstock 202 is the round iron plate with a thickness of 2mm or so, branch
Support screw rod 201 and footstock 202 weld together, and the effect of footstock 202 mainly increases forced area；The bottom of studdle 201
End is equipped with the screw thread 203 to match with reserved screw hole 105.
The usage mode of the utility model are as follows: pass through the steel L-type for having sliding slot 104 and reserved screw hole 105 customized
Angle steel 101, the length of sliding slot 104 and the length of L-type angle steel 101 are determined according to 3 sectional dimension of conventional concrete column；Two L-types
Angle steel 101 can be freely rotated by one L-type steel component of the hinged formation of nut, L-type steel component, two groups of L-type steel structures
Part is connected and fixed by sliding slot 104 with bolt 107, so that the tie 1 for surrounding a rectangle fixes the template of concrete column 3；
The tie 1 of rectangle is sequentially arranged at from the bottom up on the wooden back cord 4 of concrete column 3, and adjacent tie 1 up and down passes through studdle
201 and footstock 202 connect, the reserved screw hole 105 on 101 horizontal part 102 of screw thread 203 and L-type angle steel of 201 lower end of studdle
It is connected and fixed, the tie 1 of the bottom has flitch to support (being not drawn into attached drawing herein), to form a stable supporter
System；The spacing of tie 1 is obtained by Force Calculation.
The advantages of the utility model are as follows:
1) the utility model does not utilize Screw arbor with nut at both-ends, avoids waste of material caused by Screw arbor with nut at both-ends, artificial waste
The problems such as, engineering cost is reduced, construction efficiency is improved；
2) the utility model uses the L-type angle steel 101 with sliding slot 104 and reserved opening and constitutes rectangle tie 1, can
The perimeter in self-locking range is adjusted to be suitable for the cast-in-situ concrete columns 3 of different cross section, the size of tie 1 is unrestricted, is not necessarily to
Various sizes of L-type angle steel 101 is customized, greatlys save the construction time, and cost is further controlled；
3) it is supported between rectangle tie 1 by studdle 201 up and down, the wood that undermost rectangle tie 1 passes through ground
Side's support avoids column leftover bits and pieces and hangs empty, rotten, spillage, root deformation, the quality such as displacement to form a stable system
Problem improves the Forming Quality of concrete column 3.
The above content is combine specific embodiment further detailed description of the utility model, and it cannot be said that
The specific implementation of the utility model is only limited to these instructions.For the utility model person of an ordinary skill in the technical field
For, without departing from the concept of the premise utility, a number of simple deductions or replacements can also be made, all should be considered as belonging to
In the protection scope of the utility model.
Claims (10)
1. a kind of concrete column form bracing system, characterized in that it comprises: successively horizontal from the bottom to top to be set to concrete column
Periphery is set between neighbouring tie vertically for fixing the multilayer tie of column template and is used to support the supporting element of tie；Phase
Supporting element interlaced laying in above-below direction between adjacent tie；
The tie includes for constituting the four of rectangle hoop steel parts；One end of the steel part is equipped with sliding slot；Two steel parts are separate
One end of sliding slot is connected to form one group of L-type steel component, and sliding slot one end of two groups of L-type steel components is connected to form adjustable rectangle
Hoop.
2. concrete column form bracing system according to claim 1, it is characterised in that: the tie further includes for connecting
Connect the connector of adjacent steel part；The connector includes for connecting two steel parts in L-type steel component far from sliding slot one end
A connection piece and the second connector for connecting two groups of L-type steel component sliding slot one end in rectangle hoop；Second connector is worn
Set on sliding slot and the second connector can adjust the position in sliding slot according to concrete column sectional dimension.
3. concrete column form bracing system according to claim 2, it is characterised in that: the steel part is L-type angle steel,
Vertical part and the horizontal part is in the integration of L font.
4. concrete column form bracing system according to claim 3, it is characterised in that: the sliding slot is set to L-type angle steel
The direction of one end of horizontal part, the sliding slot is consistent with the length direction of L-type angle steel, and the second connector connects the water of sliding slot one end
Flat portion；First connector connects the horizontal part of the L-type angle steel far from sliding slot one end.
5. concrete column form bracing system according to claim 4, it is characterised in that: two L-type angle steel are separate
The connection type of sliding slot one end horizontal part be it is hinged, first connector be articulation piece.
6. concrete column form bracing system according to claim 4, it is characterised in that: L-type steel component described in two groups is sliding
The connection type of slot one end horizontal part is to be bolted, and second connector is the bolt being arranged in sliding slot.
7. concrete column form bracing system according to claim 3, it is characterised in that: the supporting element includes setting vertically
Set and bottom end be connected to lower section L-type angle steel horizontal part studdle and be connected to studdle top for carry above L-type
The footstock of angle steel.
8. concrete column form bracing system according to claim 7, it is characterised in that: the studdle lower end is equipped with
Screw thread, the L-type angle steel horizontal part are equipped with the reserved screw hole to match with the screw thread.
9. concrete column form bracing system according to claim 8, it is characterised in that: the reserved screw hole is set to L-type
Angle steel horizontal part and separate sliding slot one end.
10. concrete column form bracing system according to claim 3, it is characterised in that: the L-type angle steel with a thickness of
3mm。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820462524.6U CN208251623U (en) | 2018-04-03 | 2018-04-03 | A kind of concrete column form bracing system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820462524.6U CN208251623U (en) | 2018-04-03 | 2018-04-03 | A kind of concrete column form bracing system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208251623U true CN208251623U (en) | 2018-12-18 |
Family
ID=64640072
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820462524.6U Expired - Fee Related CN208251623U (en) | 2018-04-03 | 2018-04-03 | A kind of concrete column form bracing system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208251623U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109680934A (en) * | 2018-12-29 | 2019-04-26 | 上海建工集团股份有限公司 | Tie, column hoop device and its construction method |
| CN115467513A (en) * | 2022-09-15 | 2022-12-13 | 长春建工集团有限公司 | Concrete column formwork support tool |
-
2018
- 2018-04-03 CN CN201820462524.6U patent/CN208251623U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109680934A (en) * | 2018-12-29 | 2019-04-26 | 上海建工集团股份有限公司 | Tie, column hoop device and its construction method |
| CN115467513A (en) * | 2022-09-15 | 2022-12-13 | 长春建工集团有限公司 | Concrete column formwork support tool |
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| 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: 20181218 |