CN106088586A - A kind of large scale rhombus reinforced concrete pile template reinforcing device and method - Google Patents
A kind of large scale rhombus reinforced concrete pile template reinforcing device and method Download PDFInfo
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- CN106088586A CN106088586A CN201610653604.5A CN201610653604A CN106088586A CN 106088586 A CN106088586 A CN 106088586A CN 201610653604 A CN201610653604 A CN 201610653604A CN 106088586 A CN106088586 A CN 106088586A
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- rhombus
- screw mandrel
- template
- angle side
- large scale
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The present invention discloses the bracing means of a kind of large scale rhombus reinforced concrete pile template, and including rectangle posting and girth member, described rectangle posting is fixed on around rhombus concrete column template to be reinforced, and the limit of rhombus concrete column template is close on the long limit of two of which；Described girth member is triangular structure of right angle, is placed between described rectangle posting and rhombus concrete column template, and two right-angle sides are close to the right-angle side of described rectangle posting, and hypotenuse is close to the limit of rhombus concrete column template to be reinforced.The present invention is directed to rhombus four sides discontinuity, easily cause the excessive problem producing destruction of local pressure, be combined with the keeper of triangular structure of right angle by rectangle posting, give full play to its stable, fastness, change traditional reinforcing mode to rhombus column, efficiently solve problem poor compared with consolidation effect long, that rigidity is little, the shortcoming such as flexible is caused because of Screw arbor with nut at both-ends in traditional reinforcing mode, improve consolidation effect.
Description
Technical field
The invention belongs to technical field of building construction, relate to a kind of template reinforcing device, be specifically related to a kind of large scale Pedicellus et Pericarpium Trapae
The bracing means of shape reinforced concrete pile template and method.
Background technology
Along with building industry development, requiring to improve constantly to construction quality, 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, often having diamond trestle formwork reinforcement insecure, piece is unsatisfactory for requirement,
Cause bloated concrete, run the phenomenon such as mould, spillage.The perpendicularity of pillar can be caused if taken appropriate measures not in time and hold
Load power is unsatisfactory for code requirement, ultimately causes economic loss, quality accident, security incident.
Conventional ultra high layer construction middle section large-size diamond trestle formwork reinforcement mode uses 10# channel-section steel to process
Making, 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 at mould
Reserved screw rod eye on plate, screw rod wears the PVC plastic pipe of dimension, to facilitate the dismounting of template and to improve form cycling rate.
Traditional Frame column reinforcement method, high to the reserved screw rod eye position accuracy demand of framed column template, the rhombus bigger in cross section
During frame column concreting is vibrated, owing to Screw arbor with nut at both-ends is longer, rigidity is little, and flexible feature easily causes drawing
Screw rod deformation, PVC plastic pipe damage, and screw rod to be cut off with regard to this meeting after frame column molding by serious waste screw rod usage amount
Cause certain economic loss.
Summary of the invention
Goal of the invention: present invention aim at for the deficiencies in the prior art, it is provided that a kind of uniform force, Stability Analysis of Structures,
Easy to use and large scale rhombus reinforced concrete pile template reinforcing device and the side of frame column concrete pouring quality can be effectively improved
Method.
Technical scheme: the bracing means of a kind 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 limit of two of which is tight
The limit 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
Limit.
Further, for ease of regulation, between the often group 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 location precision, described girth member include right angled triangle frame and some micro-
Adjusting screw mandrel, one end of described fine setting screw mandrel is through a right-angle side of girth member and the rectangle location be close to this right-angle side
The limit 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 inserts mating holes by latching and is fastenedly connected with right-angle side.
Further, for expanding the range of this device, it is simple to the size of adjustable rooting part, described right angled triangle limit
The right-angle side of frame and/or hypotenuse end are provided with length adjustment device, and described length adjustment device is that cooperation is all offered at two ends
The square steel in hole.
Further, for improve uniform force, intert described fine setting screw mandrel rectangle posting outside and girth member
Pad it is equipped with 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 includes power transmission torr
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 on described guide post, offer the screw placing described fine setting screw mandrel.
The present invention also provides for using the reinforcement means of the bracing means of above-mentioned large scale rhombus reinforced concrete pile template, specifically wraps
Include following steps:
(1) according to reinforcement criteria chosen material, girth member is prepared: first welded by two right-angle sides, and at square steel two
Individual end, length adjustment device, pad and the interspersed point of fine setting screw mandrel 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) location reinforces interval: fixes on rhombus concrete column template and pinpoints batten temporarily, and reinforcing body is placed on interim fixed point
On batten, and fix rectangle posting according to girth member position, coarse adjustment screw mandrel is located in the two-sided channel-section steel that often group is parallel to each other
Between, and by I#Silk cap is tentatively reinforced；
(3) degree of depth reinforce: some fine setting screw mandrels are inserted into by the lateral of rectangle posting, sequentially pass through pad,
Two-sided channel-section steel and girth member right-angle side are until screw mandrel power transmission blade assemblies；The perpendicularity of rhombus concrete column template is checked, logical
Cross fine setting screw rod deviation is adjusted；
(4) in effective head height by this form to rhombus concrete column template from bottom to top by road reinforce, construction time pair
Each rectangle posting is numbered, it is simple to installation；
(5) after construction terminates, dismantle each parts, recycle.
The principle of the invention: the present invention is directed to the construction features 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 destroyed that produces of local pressure, easy and simple to handle.
Beneficial effect: (1) the 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 of Screw arbor with nut at both-ends compared with long, rigidity is little, flexible
The problem poor etc. the consolidation effect that shortcoming is caused, improves consolidation effect；(2) present invention is by coarse adjustment screw mandrel and fine setting screw mandrel
In conjunction with, reach the effect that degree of regulation is high, contribute to correcting the deviation occurred in reinforcing process in time, improve and reinforce precision,
It is applicable to the reinforcing of high-rise building cross section bigger diamond template；(3) each parts that this device is practical all can circulate profit again
With, improve material turnover utilization rate, be substantially reduced construction cost.
Accompanying drawing explanation
Rhombus concrete column template post is reinforced generalized section for using this device by Fig. 1；
Fig. 2 is that reinforcing body is to rhombus concrete column template column combination schematic diagram；
Fig. 3 is that the length adjustment device in girth member is connected effect front schematic view with right angled triangle frame；
Fig. 4 is that the length adjustment device in girth member is connected effect schematic rear view with right angled triangle frame；
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.
Detailed description of the invention
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: the bracing means of a kind 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, often between group parallel edges
Being 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 limit of rectangle posting 1, fine setting screw mandrel 5
One end through a right-angle side of right angled triangle frame 4 and the limit of rectangle posting 1 be 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 inserts mating holes by latching 6 and fastens with right-angle side
Connect, be equipped with outside the rectangle posting 1 of interspersed described fine setting screw mandrel 5 and inside the right-angle side of right angled triangle frame 4
Pad 7；Being provided with screw mandrel power transmission blade assemblies 8 inside right angled triangle frame 4 hypotenuse, screw mandrel power transmission blade assemblies includes power transmission torr
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 on guide post 11, offer the screw placing fine setting screw mandrel；Rectangle posting 1 is fixed on rhombus concrete post to be reinforced
Around, and the limit of rhombus concrete column template 12 is close on the long limit of two of which to template 12；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 limit of shape concrete column template 12.
This device can also arrange length adjustment device at the right-angle side of right angled triangle frame and/or hypotenuse end
14, this length adjustment device is the square steel that mating holes is all offered at two ends, and length adjustment device is by pin and right angled triangle limit
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 of dihedral frame is 80*80*5 type, and thick bar screw mandrel model is φ 16 screw mandrel, and fine tuning screw mandrel is φ 22 screw mandrel, pad
A size of 100*100*10.
Use the reinforcement means of above-mentioned bracing means, comprise the steps:
(1) according to reinforcement criteria chosen material, girth member is prepared: first welded by two right-angle sides, and at square steel two
Individual end, length adjustment device, pad and the interspersed point of fine setting screw mandrel 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) location reinforces interval: fixing interim fixed point batten 13 on rhombus concrete column template, it is interim fixed to be placed on by reinforcing body
On some batten 13, and fixing rectangle posting according to girth member position, what coarse adjustment screw mandrel was located in often group is parallel to each other is two-sided
Between channel-section steel, and by I#Silk cap is tentatively reinforced；
(3) degree of depth reinforce: some fine setting screw mandrels are inserted into by the lateral of rectangle posting, sequentially pass through pad,
Two-sided channel-section steel and girth member right-angle side are until screw mandrel power transmission blade assemblies；The perpendicularity of rhombus concrete column template is checked, logical
Cross fine setting screw rod deviation is adjusted；
(4) in effective head height by this form to rhombus concrete column template from bottom to top by road reinforce, construction time pair
Each rectangle posting is numbered, it is simple to installation；
(5) after construction terminates, dismantle each parts, 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, be suitable to marketing.
Although as it has been described above, represented and described the present invention with reference to specific preferred embodiment, but it must not be explained
For the restriction to the present invention self.Under the spirit and scope of the present invention premise defined without departing from claims, can be right
Various changes can be made in the form and details for it.
Claims (10)
1. the bracing means of a 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 limit of two of which
Limit；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 limit of rhombus concrete column template to be reinforced.
The bracing means of large scale rhombus reinforced concrete pile template the most according to claim 1, it is characterised in that: described rectangle
Being arranged with two groups of coarse adjustment screw mandrels between the often group parallel edges of posting, the termination of described coarse adjustment screw mandrel is by I#Silk cap is locked.
The bracing means of large scale rhombus reinforced concrete pile template the most according to claim 2, 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.
The bracing means of large scale rhombus reinforced concrete pile template the most according to claim 1, 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 is through a right-angle side of girth member
And the limit 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.
The bracing means of large scale rhombus reinforced concrete pile template the most according to claim 4, 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 inserts mating holes by latching and is fastenedly connected with right-angle side.
The bracing means of large scale rhombus reinforced concrete pile template the most according to claim 5, 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
Offer the square steel of mating holes.
The bracing means of large scale rhombus reinforced concrete pile template the most according to claim 4, it is characterised in that: intert described
It is equipped with pad outside the rectangle posting of fine setting screw mandrel and inside girth member right-angle side.
The bracing means of large scale rhombus reinforced concrete pile template the most according to claim 4, it is characterised in that: described reinforcing
Being provided with screw mandrel power transmission blade assemblies inside part hypotenuse, the termination of described fine setting screw mandrel is pressed on described screw mandrel power transmission blade assemblies
On.
The bracing means of large scale rhombus reinforced concrete pile template the most according to claim 8, it is characterised in that: described silk
Bar power transmission blade assemblies includes that power transmission supporting plate, support ear and guide post, described support ear are symmetrically fixed on described power transmission supporting plate
Both sides, described guide post is arranged between described support ear, and offers on described guide post and place described fine setting screw mandrel
Screw.
10. the reinforcing side of the bracing means of the large scale rhombus reinforced concrete pile template described in an any one of claim 1～9
Method, it is characterised in that comprise the steps:
(1) according to reinforcement criteria chosen material, girth member is prepared: first welded by two right-angle sides, and at square steel two end
Portion, length adjustment device, pad and the interspersed point of fine setting screw mandrel carry out accurate perforate, and two are passed through bolt between right-angle side and hypotenuse
Pin reliable link；Screw mandrel power transmission blade assemblies, setting-up piece inside right-angle side is fixed inside hypotenuse；
(2) location reinforces interval: fixes on rhombus concrete column template and pinpoints batten temporarily, is placed on by reinforcing body and pinpoints batten temporarily
On, and fix rectangle posting according to girth member position, coarse adjustment screw mandrel is located between the two-sided channel-section steel that often group is parallel to each other,
And by I#Silk cap is tentatively reinforced；
(3) degree of depth is reinforced: be inserted into by the lateral of rectangle posting by some fine setting screw mandrels, sequentially passes through pad, two-sided
Channel-section steel and girth member right-angle side are until screw mandrel power transmission blade assemblies；The perpendicularity of rhombus concrete column template is checked, by micro-
Adjust screw rod that deviation is adjusted；
(4) by this form, rhombus concrete column template is reinforced by road from bottom to top in effective head height, when construction to each
Rectangle posting is numbered, it is simple to installation；
(5) after construction terminates, dismantle each parts, recycle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610653604.5A CN106088586B (en) | 2016-08-10 | 2016-08-10 | A kind of large scale diamond shape reinforced concrete pile template reinforcing device and method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610653604.5A CN106088586B (en) | 2016-08-10 | 2016-08-10 | A kind of large scale diamond shape reinforced concrete pile template reinforcing device and method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106088586A true CN106088586A (en) | 2016-11-09 |
| CN106088586B CN106088586B (en) | 2018-08-14 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610653604.5A Active CN106088586B (en) | 2016-08-10 | 2016-08-10 | A kind of large scale diamond shape reinforced concrete pile template reinforcing device and method |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118375302A (en) * | 2024-06-19 | 2024-07-23 | 山西三建集团建设工程有限公司 | Anti-torsion reinforcing method for independent rectangular concrete column cast-in-situ formwork |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01174770A (en) * | 1987-12-28 | 1989-07-11 | Horii Kk | Pilaster form device |
| FR2710362A1 (en) * | 1993-09-24 | 1995-03-31 | Bertossa Gabriel | Shuttering device for producing a cornice with angles and mouldings |
| CN1837550A (en) * | 2006-04-19 | 2006-09-27 | 北京建工一建工程建设有限公司 | Profiled template for building and supporting system thereof |
| CN203795847U (en) * | 2013-12-12 | 2014-08-27 | 中国建筑第四工程局有限公司 | Formwork set for concrete specially-shaped section column |
| CN204920210U (en) * | 2015-08-21 | 2015-12-30 | 上海宝冶集团有限公司 | Dysmorphism spar template reinforced structure |
| CN205894677U (en) * | 2016-08-10 | 2017-01-18 | 中建八局第三建设有限公司 | Jumbo size rhombus reinforcing bar concrete column template reinforcing apparatus |
-
2016
- 2016-08-10 CN CN201610653604.5A patent/CN106088586B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01174770A (en) * | 1987-12-28 | 1989-07-11 | Horii Kk | Pilaster form device |
| FR2710362A1 (en) * | 1993-09-24 | 1995-03-31 | Bertossa Gabriel | Shuttering device for producing a cornice with angles and mouldings |
| CN1837550A (en) * | 2006-04-19 | 2006-09-27 | 北京建工一建工程建设有限公司 | Profiled template for building and supporting system thereof |
| CN203795847U (en) * | 2013-12-12 | 2014-08-27 | 中国建筑第四工程局有限公司 | Formwork set for concrete specially-shaped section column |
| CN204920210U (en) * | 2015-08-21 | 2015-12-30 | 上海宝冶集团有限公司 | Dysmorphism spar template reinforced structure |
| CN205894677U (en) * | 2016-08-10 | 2017-01-18 | 中建八局第三建设有限公司 | Jumbo size rhombus reinforcing bar concrete column template reinforcing apparatus |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118375302A (en) * | 2024-06-19 | 2024-07-23 | 山西三建集团建设工程有限公司 | Anti-torsion reinforcing method for independent rectangular concrete column cast-in-situ formwork |
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| Publication number | Publication date |
|---|---|
| CN106088586B (en) | 2018-08-14 |
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