CN211666325U - Reinforcing apparatus of circular silo structure of cast in situ reinforced concrete - Google Patents
Reinforcing apparatus of circular silo structure of cast in situ reinforced concrete Download PDFInfo
- Publication number
- CN211666325U CN211666325U CN201921950557.6U CN201921950557U CN211666325U CN 211666325 U CN211666325 U CN 211666325U CN 201921950557 U CN201921950557 U CN 201921950557U CN 211666325 U CN211666325 U CN 211666325U
- Authority
- CN
- China
- Prior art keywords
- reinforcing
- cast
- reinforced concrete
- holes
- channel steels
- 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.)
- Active
Links
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a reinforcing device of a cast-in-place reinforced concrete circular silo structure, which comprises an inner template, wherein an outer component is a reinforcing channel steel, the reinforcing channel steel is in a structure that a plurality of vertical channel steels are fixedly connected with the outer sides of a plurality of transverse channel steels and are arranged in a shape like a Chinese character 'jing', adjacent reinforcing channel steels are connected through bolts, through holes are arranged at the tops of symmetrical reinforcing channel steels, opposite pull rods are assembled in the through holes, and fixing bolts are arranged at the contact parts of the two ends of the opposite pull rods and the reinforcing channel steels; an inner assembly is arranged in the outer assembly, the inner assembly is an inner template, and the inner template is fixed with the outer assembly through bolts. The utility model has the advantages that: the utility model discloses the structure is more reasonable, and application scope is wide, convenient to use, and the processing cost is lower.
Description
Technical Field
The utility model relates to a cast-in-place reinforced concrete's construction equipment, especially a reinforcing apparatus of circular silo structure of cast-in-place reinforced concrete.
Background
In recent years, reinforced concrete circular silo structures are increasingly applied to the structural model selection of domestic power plants, and the most common reinforced concrete circular silo structures are applied to power plant circular coal yards, coal storage tanks, limestone powder bins and ash warehouses. The integrally-shaped large steel template is frequently used for reinforcement in the cast-in-place reinforced concrete circular silo structure at present, and the integrally-shaped large steel template has the characteristics of large weight, heavy structural system, inconvenient turnover and use and the like, so that the reinforcement system of the integrally-shaped large steel template has the defects of high template processing and manufacturing cost, large template reinforcement and installation workload of operators, troublesome installation, high cost and the like, and the construction efficiency of the reinforced concrete circular silo is seriously influenced.
Disclosure of Invention
The utility model aims at designing a reinforcing apparatus of the circular silo structure of cast-in-place reinforced concrete reasonable in structure, processing cost are lower.
The technical scheme of the utility model be, a reinforcing apparatus of circular silo structure of cast-in-place reinforced concrete, it includes the inner formword, its characterized in that: the outer assembly is a reinforcing channel steel, the reinforcing channel steel is structurally characterized in that a plurality of vertical channel steels are fixedly connected to the outer sides of a plurality of transverse channel steels, edge seals are fixedly arranged on the edges of two sides of the outer assembly, through holes are preset in the edge seals, bolts are assembled in the through holes, adjacent outer assemblies are fixedly connected through bolts, through holes are formed in the tops of the symmetrical reinforcing channel steels, opposite pull rods are assembled in the through holes, and fixing bolts are arranged at the parts, in contact with the reinforcing channel steels, of two ends of each opposite pull rod; an inner assembly is arranged in the outer assembly, the inner assembly is an inner template, and the inner template is fixed with the outer assembly through bolts.
Can also be equipped with between many parallel arrangement's the horizontal channel-section steel and strengthen the lacing wire, strengthen the lacing wire and make for the reinforcing bar, further promote the firm of consolidating the channel-section steel.
The section of the seal edge is L-shaped.
The inner formworks are wooden, the wooden inner formworks are fixed with the transverse channel steel of the outer assembly into a whole, the weight of the whole device is effectively reduced, and weighing of the whole device is not affected.
The material of the opposite tension rod is common Q235b steel.
The through holes are arranged on the transverse channel steel at the top.
And tapered gaskets are arranged on the inner sides of the contact parts of the two ends of the opposite tension rod and the reinforced channel steel.
The utility model has the advantages that: the utility model has more reasonable structure, wide application range and convenient use, can effectively reduce the self weight of the reinforcing device, and lightens the burden for construction and equipment transportation; and the processing cost of the reinforcing device is reduced.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a side view of the present invention.
Detailed Description
The embodiments are described in detail in connection with the above drawings.
Examples
A reinforcing device of a cast-in-place reinforced concrete circular silo structure,
the outer assembly is a reinforcing channel steel, the reinforcing channel steel is structurally characterized in that a plurality of vertical channel steels 44 are fixedly connected to the outer sides of a plurality of transverse channel steels 6, sealing edges 2 are fixedly arranged at the edges of two sides of the outer assembly, through holes are preset in the sealing edges, bolts 8 are assembled in the through holes, and adjacent outer assemblies are fixedly connected through bolts, so that the outer assemblies can be better combined into a whole and are stable, the condition that high and low surfaces appear at the joint part of the outer assembly during concrete pouring can be avoided, the top of the symmetrical reinforcing channel steel is provided with the through holes, the through holes are internally provided with diagonal rods 4, and fixing bolts 7 are arranged at the contact parts of two ends of the diagonal rods and the reinforcing channel steel; an inner component is arranged in the outer component, the inner component is an inner template 1, and the inner template is fixed with the outer component through self-tapping screws 55.
Can also be equipped with between many parallel arrangement's the horizontal channel-section steel 6 and strengthen lacing wire 3, strengthen the lacing wire and make for the reinforcing bar, further promote the firm of consolidating the channel-section steel.
The inner template is made of wood;
the material of the opposite tension rod in the embodiment is common Q235b steel;
the through holes are arranged on the transverse channel steel at the top;
and tapered gaskets 5 are arranged on the inner sides of the contact parts of the two ends of the opposite tension rod and the reinforced channel steel.
The utility model discloses when using, wooden inner formword weight is lighter, and the processing and transportation of being convenient for are because of the wall thickness of circular silo is thinner, and wooden inner formword is fixed jointly with the reinforcement channel-section steel in the outside, can satisfy cast in situ reinforced concrete's bearing demand.
The above examples are merely illustrative for clarity and are not intended to limit the embodiments. Other variations and modifications will be apparent to persons skilled in the art in light of the above description. It is not necessary or necessary to exhaustively enumerate all embodiments herein, and obvious variations or modifications can be made without departing from the scope of the invention.
Claims (6)
1. The utility model provides a reinforcing apparatus of circular silo structure of cast in situ reinforced concrete, it includes the inner formword, its characterized in that: the outer assembly is a reinforcing channel steel, the reinforcing channel steel is structurally characterized in that a plurality of vertical channel steels are fixedly connected to the outer sides of a plurality of transverse channel steels, edge seals are fixedly arranged on the edges of two sides of the outer assembly, through holes are preset in the edge seals, bolts are assembled in the through holes, adjacent outer assemblies are fixedly connected through bolts, through holes are formed in the tops of the symmetrical reinforcing channel steels, opposite pull rods are assembled in the through holes, and fixing bolts are arranged at the parts, in contact with the reinforcing channel steels, of two ends of each opposite pull rod; an inner assembly is arranged in the outer assembly, the inner assembly is an inner template, and the inner template is fixed with the outer assembly through bolts.
2. A reinforcing apparatus for a cast-in-place reinforced concrete circular silo structure as defined in claim 1 wherein: and reinforcing lacing wires can be arranged among the transverse channel steels arranged in parallel.
3. A reinforcing apparatus for a cast-in-place reinforced concrete circular silo structure as defined in claim 1 wherein: the inner template is made of wood.
4. A reinforcing apparatus for a cast-in-place reinforced concrete circular silo structure as defined in claim 1 wherein: the material of the opposite tension rod is common Q235b steel.
5. A reinforcing apparatus for a cast-in-place reinforced concrete circular silo structure as defined in claim 1 wherein: and tapered gaskets are arranged on the inner sides of the contact parts of the two ends of the opposite tension rod and the reinforced channel steel.
6. A reinforcing apparatus for a cast-in-place reinforced concrete circular silo structure as defined in claim 1 wherein: the through holes are arranged on the transverse channel steel at the top.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921950557.6U CN211666325U (en) | 2019-11-09 | 2019-11-09 | Reinforcing apparatus of circular silo structure of cast in situ reinforced concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921950557.6U CN211666325U (en) | 2019-11-09 | 2019-11-09 | Reinforcing apparatus of circular silo structure of cast in situ reinforced concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211666325U true CN211666325U (en) | 2020-10-13 |
Family
ID=72732187
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921950557.6U Active CN211666325U (en) | 2019-11-09 | 2019-11-09 | Reinforcing apparatus of circular silo structure of cast in situ reinforced concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211666325U (en) |
-
2019
- 2019-11-09 CN CN201921950557.6U patent/CN211666325U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN210621743U (en) | Support rod of tower drum foundation and tower drum foundation | |
| CN101463667A (en) | Reinforcing means for power transmission iron tower | |
| US20110265419A1 (en) | Metallic tower | |
| CN108867939B (en) | Buckling-restrained steel plate shear wall | |
| CN211666325U (en) | Reinforcing apparatus of circular silo structure of cast in situ reinforced concrete | |
| CN202138969U (en) | Tower crane wall-attaching device used in cast-in-place concrete structure | |
| CN209568564U (en) | A kind of civil engineering anti-seismic structure | |
| CN108239992B (en) | Tower crane foundation connects reinforced structure | |
| CN208563657U (en) | A kind of assembling type steel pipe concrete diagonal brace steel plate shear force wall | |
| CN2490261Y (en) | Device for changing and supporting post of house by structural steel | |
| CN208200212U (en) | A kind of windproof fixed mechanism of tower crane for building | |
| CN203514326U (en) | Connection structure of fish-bellied steel truss of foundation pit | |
| CN206829370U (en) | A kind of assembled inner wall based on light gauge cold-formed steel shape and girder truss node structure | |
| CN103104123A (en) | Steel truss wind-break wall and construction method thereof | |
| CN114233036B (en) | Through type angle steel transmission tower reinforcing apparatus | |
| CN211081171U (en) | Hyperbola cooling tower "decompression reinforcing structure | |
| CN215410579U (en) | Vertical concrete pump pipe shock attenuation reinforced structure | |
| CN212176534U (en) | Inspection shaft design template | |
| CN209293280U (en) | A kind of novel high-strength composite floor | |
| CN208792518U (en) | A kind of casing hole to be provided plugging device | |
| CN209128990U (en) | A kind of bolt type detachable steel reinforcement cage hanging steel bar device | |
| CN210917735U (en) | Supporting jig frame structure for large-span prestressed inhaul cable structure | |
| CN209618732U (en) | Weight tower crane conversion section | |
| CN201883621U (en) | Connecting node for roof natural ventilator lower steel girder and roofing steel girder or steel roof truss | |
| CN208122294U (en) | Strenthening member device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |