CN205894677U - Jumbo size rhombus reinforcing bar concrete column template reinforcing apparatus - Google Patents
Jumbo size rhombus reinforcing bar concrete column template reinforcing apparatus Download PDFInfo
- Publication number
- CN205894677U CN205894677U CN201620862714.8U CN201620862714U CN205894677U CN 205894677 U CN205894677 U CN 205894677U CN 201620862714 U CN201620862714 U CN 201620862714U CN 205894677 U CN205894677 U CN 205894677U
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- Prior art keywords
- rhombus
- screw mandrel
- concrete column
- angle side
- column template
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Abstract
The utility model discloses a reinforcing apparatus of jumbo size rhombus reinforcing bar concrete column template, including rectangle posting and reinforcement, the rectangle posting is fixed in treats reinforced (rfd) rhombus concrete column template around, and wherein the limit of rhombus concrete column template is hugged closely on two length of branch limits, the reinforcement be the right angled triangle structure, arrange in between rectangle posting and the rhombus concrete column template, and two right -angle sides are hugged closely the limit of treating reinforced (rfd) rhombus concrete column template is hugged closely to the right -angle side of rectangle posting, hypotenuse. The utility model discloses inhomogeneous to rhombus four sides atress, as easily to cause the too big production of local atress to destroy problem combines through the setting element of rectangle posting with the right angled triangle structure, and full play its stable, fastness change traditional reinforcement mode to the rhombus post, has effectively solved because of the problem of the reinforcement effects that the shortcoming leaded to such as the screw rod is longer, rigidity is little to drawing, flexible difference in traditional reinforcement mode, puies forward high pressure heater effect admittedly.
Description
Technical field
The invention belongs to technical field of building construction, it is related to a kind of template reinforcing device and in particular to a kind of large scale Pedicellus et Pericarpium Trapae
The bracing means of shape reinforced concrete pile template and method.
Background technology
Constantly develop with building industry, construction quality is required to improve constantly, especially main structure construction quality is construction
The concrete forming quality of one of emphasis of site quality management, particularly frame column is the weak part of Site quality control.
In the main structure construction stage of skyscraper, it is insecure often to have a diamond trestle formwork reinforcement, and piece is unsatisfactory for requiring,
Cause bloated concrete, run the phenomenons such as mould, spillage.If taking appropriate measures not in time the perpendicularity of pillar can be caused and holds
Load power is unsatisfactory for code requirement, ultimately causes economic loss, quality accident, security incident.
Conventional ultra high layer construction middle section large-size rhombus frame column formwork reinforcement mode adopts 10# channel-section steel to process
Make, and lay two Screw arbor with nut at both-ends in frame column, per pass is reinforced and is spaced about 500mm-700mm.Before installation, need to be in mould
Screw rod eye is reserved on plate, screw rod wears the pvc plastic tube of dimension, to facilitate the dismounting of template and to improve form cycling rate.
Traditional Frame column reinforcement method is high to the reserved screw rod eye position accuracy demand of framed column template, in the rhombus that section is larger
In frame column concreting process of vibrating, because Screw arbor with nut at both-ends is longer, rigidity is little, flexible feature, easily causes to drawing
Screw rod deformation, pvc plastic tube damage, and serious waste screw rod usage amount will be cut off with regard to this meeting to screw rod after frame column molding
Cause certain economic loss.
Content of the invention
Goal of the invention: present invention aim at be directed to the deficiencies in the prior art, provide a kind of uniform force, Stability Analysis of Structures,
Large scale rhombus reinforced concrete pile template reinforcing device easy to use and that frame column concrete pouring quality can be effectively improved and side
Method.
Technical scheme: a kind of bracing means of large scale rhombus reinforced concrete pile template of the present invention, fixed including rectangle
Position frame and girth member, described rectangle posting is fixed on around rhombus concrete column template to be reinforced, and the long side of two of which is tight
The side of patch rhombus concrete column template；Described girth member is triangular structure of right angle, is placed in described rectangle posting and rhombus concrete post
Between template, and two right-angle sides are close to the right-angle side of described rectangle posting, and hypotenuse is close to rhombus concrete column template to be reinforced
Side.
Further, for ease of adjusting, between every group of parallel edges of described rectangle posting, it is arranged with two groups of coarse adjustment silks
Bar, the termination of described coarse adjustment screw mandrel is by i#Silk cap is locked.
Further, described rectangle posting is made up of two-sided channel-section steel, channel-section steel offers and wears described coarse adjustment screw mandrel
I#Screw.
Further, for improve reinforce positioning precision, described girth member include right angled triangle frame and some micro-
Adjust screw mandrel, one end right-angle side passing through girth member of described fine setting screw mandrel and the rectangle positioning being close to this right-angle side
The side of frame, and by ii#Silk cap is locked；The other end is tight against the hypotenuse of girth member.
Further, described right angled triangle frame is made up of square steel, and two of which right-angle side is welded and fixed, right-angle side with
And the end of hypotenuse is provided with several mating holes, hypotenuse is inserted mating holes by latching and is fastenedly connected with right-angle side.
Further, for expanding the range of this device, it is easy to the size of adjustable rooting part, described right angled triangle side
The right-angle side of frame and/or hypotenuse end are provided with length adjustment device, and described length adjustment device all opens up cooperation for two ends
The square steel in hole.
Further, for improving uniform force, intert outside the rectangle posting of described fine setting screw mandrel and girth member
It is equipped with pad inside right-angle side.
Further, reinforce power transmission efficiency for improving, inside described girth member hypotenuse, be provided with screw mandrel power transmission blade assemblies, institute
The termination stating fine setting screw mandrel is pressed in described screw mandrel power transmission blade assemblies.
Further, for improving the regulation stability of fine setting screw mandrel, described screw mandrel power transmission blade assemblies include power transmission support
Plate, support ear and guide post, described support ear is symmetrically fixed on described power transmission supporting plate both sides, and described guide post is arranged in institute
State between support ear, and the screw placing described fine setting screw mandrel is opened up on described guide post.
The present invention also provides the reinforcement means of the bracing means using above-mentioned large scale rhombus reinforced concrete pile template, concrete bag
Include following steps:
(1) according to reinforcement criteria chosen material, prepare girth member: first two right-angle sides are welded, and in square steel two
Individual end, length adjustment device, pad and fine setting screw mandrel intert point and carry out accurate perforate, and two logical between right-angle side and hypotenuse
Cross latching reliable link；Screw mandrel power transmission blade assemblies, setting-up piece inside right-angle side is fixed inside hypotenuse；
(2) positioning reinforces interval: fixes on rhombus concrete column template and pinpoints batten temporarily, reinforcing body is placed on interim fixed point
On batten, and rectangle posting is fixed according to girth member position, coarse adjustment screw mandrel is located in every group of two-sided channel-section steel being parallel to each other
Between, and by i#Silk cap is tentatively reinforced；
(3) depth reinforce: some fine setting screw mandrels are inwardly inserted into by the outside of rectangle posting, sequentially pass through pad,
Two-sided channel-section steel and girth member right-angle side are up to screw mandrel power transmission blade assemblies；The perpendicularity of rhombus concrete column template is checked, leads to
Cross fine setting screw rod deviation is adjusted；
(4) effective head highly interior by this form to rhombus concrete column template from bottom to top by road reinforce, construction when pair
Each rectangle posting is numbered, and is easily installed construction；
(5) after construction terminates, dismantle each part, recycle.
The principle of the invention: the present invention is directed to the construction featuress of rhombus column and the feature of discontinuity, will be by tradition
Rhombus reinforcing mode be changed into rectangular reinforcement mode, and realized by the cooperation of rectangular shaped rim and right angled triangle frame, gram
Take diamond shaped surface discontinuity, easily cause the excessive problem producing destruction of local pressure, easy and simple to handle.
Beneficial effect: (1) present invention is directed to rhombus four sides discontinuity, easily causes what the excessive generation of local pressure destroyed
Problem, is combined with the keeper of triangular structure of right angle by rectangle posting, gives full play to its stable, fastness, changes and pass
System the reinforcing mode to rhombus column, efficiently solve in traditional reinforcing mode because Screw arbor with nut at both-ends compared with long, rigidity is little, flexible
The shortcomings of led to consolidation effect difference problem, improve consolidation effect；(2) present invention passes through coarse adjustment screw mandrel and fine setting screw mandrel
In conjunction with, reach the high effect of degree of regulation, contribute to correcting the deviation occurring in reinforcing process in time, improve and reinforce precision,
It is applied to the reinforcing of high-rise building section larger rhombus frame template；(3) the practical each part of this device all can circulate profit again
With improving material and being used in turn rate, substantially reduce construction cost.
Brief description
Fig. 1 is to reinforce generalized section using this device to rhombus concrete column template post；
Fig. 2 is reinforcing body to rhombus concrete column template column combination schematic diagram；
Fig. 3 is length adjustment device and right angled triangle frame connection effect front schematic view in girth member；
Fig. 4 is length adjustment device and right angled triangle frame connection effect schematic rear view in girth member；
Fig. 5 is girth member structural representation；
Fig. 6 is the structural representation of screw mandrel power transmission blade assemblies；
Wherein: 1, rectangle posting, 2, coarse adjustment screw mandrel, 3, i#Silk cap, 4, right angled triangle frame, 5, fine setting screw mandrel, 6,
Latching, 7, pad, 8, screw mandrel power transmission blade assemblies, 9, power transmission supporting plate, 10, support ear, 11, guide post, 12, rhombus concrete post mould
Plate, 13, pinpoint batten, 14, length adjustment device temporarily.
Specific embodiment
Below by accompanying drawing, technical solution of the present invention is described in detail, but protection scope of the present invention is not limited to
Described embodiment.
Embodiment: a kind of bracing means of large scale rhombus reinforced concrete pile template, including rectangle posting and girth member, square
Shape posting 1 is made up of No. 10 two-sided channel-section steels, and channel-section steel offers the i wearing coarse adjustment screw mandrel 2#Screw, between every group of parallel edges
It is symmetrical arranged two groups of coarse adjustment screw mandrels 2, the termination of coarse adjustment screw mandrel 2 is by i#Silk cap 3 is locked；Girth member includes the right angle being made up of square steel
Triangle frame 4 and three fine setting screw mandrels 5, three fine setting screw mandrels 5 are all parallel with the long side of rectangle posting 1, fine setting screw mandrel 5
One end passes through a right-angle side of right angled triangle frame 4 and the side of the rectangle posting 1 being close to this right-angle side, and by
ii#Silk cap is locked；The other end is tight against the hypotenuse of right angled triangle frame；In right angled triangle frame 4, two right-angle side welding are solid
Fixed, the end of right-angle side and hypotenuse is provided with several mating holes, and hypotenuse is inserted mating holes by latching 6 and fastened with right-angle side
Connect, be equipped with inside interspersed rectangle posting 1 outside of described fine setting screw mandrel 5 and the right-angle side of right angled triangle frame 4
Pad 7；It is provided with screw mandrel power transmission blade assemblies 8, screw mandrel power transmission blade assemblies include power transmission support inside right angled triangle frame 4 hypotenuse
Plate 9, support ear 10 and guide post 11, support ear 10 is symmetrically fixed on described power transmission supporting plate 9 both sides, and guide post 11 is arranged in support
Between ear 10, and the screw placing fine setting screw mandrel is opened up on guide post 11；Rectangle posting 1 is fixed on rhombus concrete post to be reinforced
Template 12 around, and two of which long while be close to rhombus concrete column template 12 while；Girth member be placed in described rectangle posting 1 with
Between rhombus concrete column template 12, and two right-angle sides are close to the right-angle side of described rectangle posting 1, and hypotenuse is close to Pedicellus et Pericarpium Trapae to be reinforced
The side of shape concrete column template 12.
Length adjustment device can also be set in the right-angle side of right angled triangle frame and/or hypotenuse end in this device
14, this length adjustment device all opens up the square steel of mating holes for two ends, and length adjustment device passes through pin and right angled triangle side
The right-angle side of frame and hypotenuse connect, can be with the size of adjustable rooting part, to improve the scope of application.In the present invention, make right angle three
The square steel model 80*80*5 type of angular frame, thick bar screw mandrel model φ 16 screw mandrel, fine tuning screw mandrel is φ 22 screw mandrel, pad
A size of 100*100*10.
Using the reinforcement means of above-mentioned bracing means, comprise the steps:
(1) according to reinforcement criteria chosen material, prepare girth member: first two right-angle sides are welded, and in square steel two
Individual end, length adjustment device, pad and fine setting screw mandrel intert point and carry out accurate perforate, and two logical between right-angle side and hypotenuse
Cross latching reliable link；Screw mandrel power transmission blade assemblies, setting-up piece inside right-angle side is fixed inside hypotenuse；
(2) positioning reinforces interval: fixes on rhombus concrete column template and pinpoints batten 13 temporarily, it is temporarily fixed that reinforcing body is placed on
Point batten 13 on, and according to girth member position fix rectangle posting, by coarse adjustment screw mandrel be located in every group be parallel to each other two-sided
Between channel-section steel, and by i#Silk cap is tentatively reinforced；
(3) depth reinforce: some fine setting screw mandrels are inwardly inserted into by the outside of rectangle posting, sequentially pass through pad,
Two-sided channel-section steel and girth member right-angle side are up to screw mandrel power transmission blade assemblies；The perpendicularity of rhombus concrete column template is checked, leads to
Cross fine setting screw rod deviation is adjusted；
(4) effective head highly interior by this form to rhombus concrete column template from bottom to top by road reinforce, construction when pair
Each rectangle posting is numbered, and is easily installed construction；
(5) after construction terminates, dismantle each part, recycle.
This device changes traditional reinforcement means to rhombus column, novelty be changed into rectangular reinforcement mode, carry
High consolidation effect and precision, reduce process costs, are suitable to marketing.
Although as described above, having represented with reference to specific preferred embodiment and having described the present invention, it must not be explained
It is the restriction to the present invention itself.Under the premise of the spirit and scope of the present invention defining without departing from claims, can be right
Various changes can be made in the form and details for it.
Claims (9)
1. a kind of bracing means of large scale rhombus reinforced concrete pile template it is characterised in that: include rectangle posting and girth member,
Described rectangle posting is fixed on around rhombus concrete column template to be reinforced, and rhombus concrete column template is close on the long side of two of which
Side；Described girth member is triangular structure of right angle, is placed between described rectangle posting and rhombus concrete column template, and two
Right-angle side is close to the right-angle side of described rectangle posting, and hypotenuse is close to the side of rhombus concrete column template to be reinforced.
2. large scale rhombus reinforced concrete pile template according to claim 1 bracing means it is characterised in that: described rectangle
It is arranged with two groups of coarse adjustment screw mandrels, the termination of described coarse adjustment screw mandrel is by i between every group of parallel edges of posting#Silk cap is locked.
3. large scale rhombus reinforced concrete pile template according to claim 2 bracing means it is characterised in that: described square
Shape posting is made up of two-sided channel-section steel, and channel-section steel offers the i wearing described coarse adjustment screw mandrel#Screw.
4. large scale rhombus reinforced concrete pile template according to claim 1 bracing means it is characterised in that: described reinforcing
Part includes right angled triangle frame and some fine setting screw mandrels, and one end of described fine setting screw mandrel passes through a right-angle side of girth member
And the side of the rectangle posting being close to this right-angle side, and by ii#Silk cap is locked；The other end is tight against the hypotenuse of girth member.
5. large scale rhombus reinforced concrete pile template according to claim 4 bracing means it is characterised in that: described right angle
Triangle frame is made up of square steel, and two of which right-angle side is welded and fixed, and the end of right-angle side and hypotenuse is provided with several
Mating holes, hypotenuse is inserted mating holes by latching and is fastenedly connected with right-angle side.
6. large scale rhombus reinforced concrete pile template according to claim 5 bracing means it is characterised in that: described right angle
The right-angle side of triangle frame and/or hypotenuse end are provided with length adjustment device, and described length adjustment device is that two ends are equal
Open up the square steel of mating holes.
7. large scale rhombus reinforced concrete pile template according to claim 4 bracing means it is characterised in that: interspersed described
It is equipped with pad outside the rectangle posting of fine setting screw mandrel and inside girth member right-angle side.
8. large scale rhombus reinforced concrete pile template according to claim 4 bracing means it is characterised in that: described reinforcing
It is provided with screw mandrel power transmission blade assemblies, the termination of described fine setting screw mandrel is pressed on described screw mandrel power transmission blade assemblies inside part hypotenuse
On.
9. large scale rhombus reinforced concrete pile template according to claim 8 bracing means it is characterised in that: described silk
Bar power transmission blade assemblies include power transmission supporting plate, support ear and guide post, and described support ear is symmetrically fixed on described power transmission supporting plate
Both sides, described guide post is arranged between described support ear, and opens up on described guide post and to place described fine setting screw mandrel
Screw.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620862714.8U CN205894677U (en) | 2016-08-10 | 2016-08-10 | Jumbo size rhombus reinforcing bar concrete column template reinforcing apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620862714.8U CN205894677U (en) | 2016-08-10 | 2016-08-10 | Jumbo size rhombus reinforcing bar concrete column template reinforcing apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205894677U true CN205894677U (en) | 2017-01-18 |
Family
ID=57780413
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620862714.8U Withdrawn - After Issue CN205894677U (en) | 2016-08-10 | 2016-08-10 | Jumbo size rhombus reinforcing bar concrete column template reinforcing apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205894677U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106088586A (en) * | 2016-08-10 | 2016-11-09 | 中建八局第三建设有限公司 | A kind of large scale rhombus reinforced concrete pile template reinforcing device and method |
| CN106826073A (en) * | 2017-04-01 | 2017-06-13 | 中冶建工集团有限公司 | The assembling device and its assemble method of a kind of high-rise building rhombus column |
-
2016
- 2016-08-10 CN CN201620862714.8U patent/CN205894677U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106088586A (en) * | 2016-08-10 | 2016-11-09 | 中建八局第三建设有限公司 | A kind of large scale rhombus reinforced concrete pile template reinforcing device and method |
| CN106826073A (en) * | 2017-04-01 | 2017-06-13 | 中冶建工集团有限公司 | The assembling device and its assemble method of a kind of high-rise building rhombus column |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20170118 Effective date of abandoning: 20180814 |