CN105971270A - Sliding formwork of vertical grain storage silo - Google Patents
Sliding formwork of vertical grain storage silo Download PDFInfo
- Publication number
- CN105971270A CN105971270A CN201610348265.XA CN201610348265A CN105971270A CN 105971270 A CN105971270 A CN 105971270A CN 201610348265 A CN201610348265 A CN 201610348265A CN 105971270 A CN105971270 A CN 105971270A
- Authority
- CN
- China
- Prior art keywords
- grain storage
- template
- silo
- outside
- hoisting frame
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Classifications
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
- E04G11/22—Sliding forms raised continuously or step-by-step and being in contact with the poured concrete during raising and which are not anchored in the hardened concrete; Arrangements of lifting means therefor
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Storage Of Harvested Produce (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention provides a sliding formwork of a vertical grain storage silo. The sliding formwork of the vertical grain storage silo comprises a supporting rod. The supporting rod is embedded in silo wall concrete and connected with a jack. The jack is connected with a lifting frame. The lifting frame is installed above the silo wall concrete and composed of three parts including a long cross rod, two vertical rods and four short cross rods. The long cross rod and the two vertical rods are in an inverted U shape. Every two of the four short cross rods form a set in parallel, and the two sets of short cross rods are arranged at the lower ends of the vertical rods correspondingly. The interior and exterior of the sliding formwork of the vertical grain storage silo are arranged in a mirror symmetry mode. Taking the outer side as the example, a formwork body is vertically arranged on the outer side of the silo wall concrete and supported and fixed through the two corresponding short cross rods of the lifting frame, and an enclosure used for transverse supporting is arranged between the two short cross rods and the formwork body. Supporting U-steel is fixed to the lifting frame. A lifting ring is hung on the supporting U-steel. A platform plate is laid on the upper surface of the supporting U-steel. A handrail is arranged at the outer end of the platform plate. According to the sliding formwork of the vertical grain storage silo, the situation that the sliding formwork is bonded with concrete when in use can be avoided, manpower resources and material resources are saved, and the construction time is shortened.
Description
Technical field
The present invention relates to slding form operation field, particularly relate to a kind of grain storage vertical silo sleiding form.
Background technology
In the slding form operation of grain storage vertical silo, sleiding form easily can cause concrete to take off with concrete bonding
Hollowing, hole occur, in addition it is also necessary to the most extra repairing after mould, cause the waste of manpower and materials, extend
Duration, to this end, we devise a kind of grain storage vertical silo sleiding form.
Summary of the invention
The present invention provides a kind of grain storage vertical silo sleiding form, and including support bar, support bar is embedded in bulkhead coagulation
In soil, support bar connect jack, jack connect hoisting frame, hoisting frame frame above bulkhead concrete,
Hoisting frame is made up of three parts, a long transverse lever, two montants and four hyphen bars, long transverse lever and two montants
In inverse u shape, four hyphen bars, two parallel becomes one group, is separately positioned on the lower end of montant；With storehouse
The wall concrete left side is outside, and the right is inner side, is specular inside and outside described grain storage vertical silo sleiding form
Arrange, as a example by outside, bulkhead concrete be provided with template elevationally outward, template is short by the two of hoisting frame
Cross bar supports and fixing, has been provided with the enclosure of cross-brace effect between two hyphen bars and template, supports channel-section steel
Being fixed on hoisting frame, suspension ring are hung on support channel-section steel, support and are equipped with landing slab above channel-section steel, landing slab
Outer end is provided with railing；Being additionally provided with the skewed horizontal load of fixation, skewed horizontal load one end is fixed on support channel-section steel,
The other end is fixed in the outside vertical of hoisting frame；The structure of the inner side of described grain storage vertical silo sleiding form is with outer
Side is that specular is arranged.
Described hoisting frame is to be welded by steel.
The one side tapering of the template inside and outside described is 0.1%-0.3%.
The thickness of described template is 2.75mm.
The invention has the beneficial effects as follows: a kind of grain storage vertical silo sleiding form of the present invention, rational in infrastructure,
Easy to use, can be avoided during use bonding with concrete, save manpower and materials and engineering time.
Accompanying drawing explanation
Fig. 1 is the structural representation of the present invention；
Wherein: 1-railing；2-landing slab；3-supports channel-section steel；4-support bar；5-jack；6-hoisting frame；
7-suspension ring；8-enclosure；9-template；10-bulkhead concrete；11-skewed horizontal load.
Detailed description of the invention
It is described in detail referring to the drawings below with reference to embodiments of the invention.
A kind of grain storage vertical silo sleiding form, including support bar 4, support bar 4 is embedded in bulkhead concrete 10
In, support bar 4 connects jack 5, and jack 5 connects hoisting frame 6, and hoisting frame 6 frame is at bulkhead concrete
The top of 10, hoisting frame 6 is made up of three parts, a long transverse lever, two montants and four hyphen bars, long
Cross bar and two montants are inverse u shape, four hyphen bars, and two parallel becomes one group, is separately positioned on perpendicular
The lower end of bar；With bulkhead concrete 10 left side as outside, the right is inner side, described grain storage vertical silo sliding die
Inside and outside plate be specular arrange, as a example by outside, bulkhead concrete 10 be provided with template elevationally outward
9, template 9 is supported and fixing by two hyphen bars of hoisting frame 6, is provided with between two hyphen bars and template 9
Playing the enclosure 8 of cross-brace effect, support channel-section steel 3 and be fixed on hoisting frame 6, suspension ring 7 are hung in support channel-section steel
On 3, supporting and be equipped with landing slab 2 above channel-section steel 3, the outer end of landing slab 2 is provided with railing；It is additionally provided with solid
The skewed horizontal load 11 being set for, skewed horizontal load 11 one end is fixed on support channel-section steel 3, and the other end is fixed on and carries
Rise in the outside vertical of frame 6；Structure and the outside of the inner side of described grain storage vertical silo sleiding form are specular
Arrange.
Described hoisting frame 6 is to be welded by steel.
The one side tapering of the template 9 inside and outside described is 0.1%-0.3%.
The thickness of described template 9 is 2.75mm.
During construction, people stands on landing slab 2, and the strength utilizing jack 5 to climb along support bar 4 will be installed
Vertically arranged template 9 on hoisting frame 6 is the most sliding.
The above is only the preferred embodiment of the present invention, it is noted that for the common skill of the art
For art personnel, under the premise without departing from the principles of the invention, it is also possible to make some improvements and modifications, these
Improvements and modifications also should be regarded as protection scope of the present invention.
Claims (4)
1. a grain storage vertical silo sleiding form, it is characterised in that include support bar (4), support bar (4)
Being embedded in bulkhead concrete (10), support bar (4) connects jack (5), and jack (5) connection carries
Rising frame (6), hoisting frame (6) frame is in the top of bulkhead concrete (10), and hoisting frame (6) is by three part groups
Becoming, a long transverse lever, two montants and four hyphen bars, long transverse lever and two montants are inverse u shape, and four
Individual hyphen bar, two parallel becomes one group, is separately positioned on the lower end of montant；Left with bulkhead concrete (10)
While be outside, the right is inner side, is that specular is arranged, in addition inside and outside described grain storage vertical silo sleiding form
As a example by side, bulkhead concrete (10) be provided with template (9) elevationally outward, template (9) is by hoisting frame (6)
Two hyphen bars support and fixing, be provided with cross-brace effect between two hyphen bars and template (9)
Enclosure (8), supports channel-section steel (3) and is fixed on hoisting frame (6), and suspension ring (7) are hung in support channel-section steel (3)
On, supporting and be equipped with landing slab (2) above channel-section steel (3), the outer end of landing slab (2) is provided with railing；Also set
Having had the skewed horizontal load of fixation, skewed horizontal load one end to be fixed in support channel-section steel (3), the other end is fixed
In the outside vertical of hoisting frame (6)；The structure of the inner side of described grain storage vertical silo sleiding form and outside in
Specular is arranged.
A kind of grain storage vertical silo sleiding form the most according to claim 1, it is characterised in that described carries
Rising frame (6) is to be welded by steel.
A kind of grain storage vertical silo sleiding form the most according to claim 1 and 2, it is characterised in that described
Inside and outside the one side tapering of template (9) be 0.1%-0.3%.
A kind of grain storage vertical silo sleiding form the most according to claim 1 and 2, it is characterised in that described
The thickness of template (9) be 2.75mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610348265.XA CN105971270A (en) | 2016-05-24 | 2016-05-24 | Sliding formwork of vertical grain storage silo |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610348265.XA CN105971270A (en) | 2016-05-24 | 2016-05-24 | Sliding formwork of vertical grain storage silo |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105971270A true CN105971270A (en) | 2016-09-28 |
Family
ID=56956916
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610348265.XA Pending CN105971270A (en) | 2016-05-24 | 2016-05-24 | Sliding formwork of vertical grain storage silo |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105971270A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108222623A (en) * | 2018-02-11 | 2018-06-29 | 中国二十冶集团有限公司 | The constructing device and construction method of coal warehouse roof plate formwork support platform |
| CN109518940A (en) * | 2018-12-08 | 2019-03-26 | 上海宝冶冶金工程有限公司 | Coal silo warehouse construction sliding form apparatus and system |
| CN110700548A (en) * | 2019-10-25 | 2020-01-17 | 中国一冶集团有限公司 | Assembled multi-section track hanger device and operation method thereof |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202831621U (en) * | 2012-10-09 | 2013-03-27 | 中国葛洲坝集团股份有限公司 | Integrated slipform for silo concrete |
| CN103104091A (en) * | 2013-02-26 | 2013-05-15 | 中国建筑第八工程局有限公司 | Sliding mold whole lifting platform and construction method |
| CN103114754A (en) * | 2013-02-04 | 2013-05-22 | 陕西煤业化工建设（集团）有限公司 | Alternative hoisting method for conjoined coal bunker top truss girder pre-placing |
-
2016
- 2016-05-24 CN CN201610348265.XA patent/CN105971270A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202831621U (en) * | 2012-10-09 | 2013-03-27 | 中国葛洲坝集团股份有限公司 | Integrated slipform for silo concrete |
| CN103114754A (en) * | 2013-02-04 | 2013-05-22 | 陕西煤业化工建设（集团）有限公司 | Alternative hoisting method for conjoined coal bunker top truss girder pre-placing |
| CN103104091A (en) * | 2013-02-26 | 2013-05-15 | 中国建筑第八工程局有限公司 | Sliding mold whole lifting platform and construction method |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108222623A (en) * | 2018-02-11 | 2018-06-29 | 中国二十冶集团有限公司 | The constructing device and construction method of coal warehouse roof plate formwork support platform |
| CN109518940A (en) * | 2018-12-08 | 2019-03-26 | 上海宝冶冶金工程有限公司 | Coal silo warehouse construction sliding form apparatus and system |
| CN110700548A (en) * | 2019-10-25 | 2020-01-17 | 中国一冶集团有限公司 | Assembled multi-section track hanger device and operation method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160928 |