CN209324099U - Assembled Rectangular Concrete silo - Google Patents
Assembled Rectangular Concrete silo Download PDFInfo
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- CN209324099U CN209324099U CN201821886941.XU CN201821886941U CN209324099U CN 209324099 U CN209324099 U CN 209324099U CN 201821886941 U CN201821886941 U CN 201821886941U CN 209324099 U CN209324099 U CN 209324099U
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- cast
- longitudinal
- storehouse plate
- place
- storehouse
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/10—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
- Y02A40/51—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture specially adapted for storing agricultural or horticultural products
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- Storage Of Harvested Produce (AREA)
Abstract
Assembled Rectangular Concrete silo.Most common long-term stored grain ----horizontal warehouse, horizontal warehouse are frame structure in the agriculture silo in China, and traditional horizontal warehouse is substantially single storehouse shape, and Filling high is generally not more than 6 meters.Building course labor workload is huge, and consuming time is long, high construction cost.The utility model composition includes: orlop (1), the silo body (2) being connect with the orlop, the silo body includes one group of transverse direction storehouse plate (3), with one group of longitudinal direction storehouse plate (4) with the lateral storehouse plate vertical interlaced, the lateral storehouse plate is connected and fixed by cast-in-place column (5) and longitudinal storehouse plate, and matrix type structure is collectively formed；It is connected between the lateral storehouse plate by cast-in-place transverse beam 6, it is connected between longitudinal storehouse plate by cast-in-place longitudinal beam 7, cast-in-place transverse beam forms horizontal rectangular Vierendeel girder after connecting with cast-in-place longitudinal beam by cast-in-place column, horizontal rectangular Vierendeel girder connects to form space framework by cast-in-place column, and the transverse plate and longitudinal plate end are embedded in the space framework.The utility model is built for warehouse.
Description
Technical field
The utility model relates to a kind of concrete silos of rectangle, are a kind of assembled Rectangular Concrete cylinders of more warehouses
Storehouse.
Background technique
Silo is the warehouse for depositing loose unpacked material, and short transverse cross-section is cylindrical in shape.It is divided to agriculture silo and industrial silo two big
Class.Agriculture silo is used to have grain in reserve, feed equigranular and granular material；Industrial silo to store coke, cement, salt,
The loose unpacked materials such as sugar.
Most common long-term stored grain ----horizontal warehouse in the agriculture silo in China, horizontal warehouse are frame structure, in frame
Between partially built using artificial, long construction period, labo r usage is big, and wall fastness is poor, the lateral pressure based on grain, loading
Height is generally not more than 6 meters.Traditional horizontal warehouse is substantially single storehouse shape, and Filling high is generally not more than 6 meters.Building course people
Work workload is huge, and consuming time is long, high construction cost.
Silo cost height will result in the raising of grain storage expense, while also raise the price of grain, China's grain price
Higher than ternational grain average price 20%-30%, wherein just comprising this reason.
With industry development, a variety of different materials store jointly or material of the same race but different size and performance will divide
A variety of requirements such as storehouse storage, the association with social development reduce grain storage expense, shorten construction period, develop new storehouse shape
Requirement it is very urgent.
Summary of the invention
The purpose of the utility model is to provide a kind of Rectangular Concrete silos of matrix form, to lower expenditure of construction, shorten
Construction period reduces grain storage cost.
Purpose of the utility model is realized as follows:
A kind of assembled Rectangular Concrete silo, composition includes: orlop, and the silo body connecting with the orlop is described
Silo body include one group of transverse direction storehouse plate, and one group of longitudinal direction storehouse plate with the lateral storehouse plate vertical interlaced, the lateral storehouse
Plate is connected and fixed by cast-in-place column and longitudinal storehouse plate, and matrix type structure is collectively formed；Lead between the lateral storehouse plate
Cast-in-place transverse beam connection is crossed, is connected between longitudinal storehouse plate by cast-in-place longitudinal beam, cast-in-place transverse beam and cast-in-place longitudinal beam
Horizontal rectangular Vierendeel girder is formed after connecting by cast-in-place column, horizontal rectangular Vierendeel girder connects to form space framework by cast-in-place column,
The lateral storehouse plate and longitudinal bin plate end portion is embedded in the space framework.
The assembled Rectangular Concrete silo, be distributed in the lateral storehouse plate horizontal reinforcement A and with it is described
Horizontal reinforcement vertical vertical reinforcing bar A, the horizontal reinforcement A and the vertical reinforcing bar A lean out lateral storehouse plate side end face in L
Shape, semi-circular or close-shaped；Horizontal reinforcement B and vertical with the horizontal reinforcement is distributed in longitudinal storehouse plate
Vertical reinforcing bar B, the horizontal reinforcement B and the vertical reinforcing bar B lean out L-shaped longitudinal storehouse plate side end face, semi-circular or
It is close-shaped.
The assembled Rectangular Concrete silo, the horizontal reinforcement A and horizontal reinforcement B leant out are overlapping,
Cast-in-place column center steel reinforcement cage is formed after being inserted into vertical reinforcing bar.
The assembled Rectangular Concrete silo, the vertical reinforcing bar A leant out downwards in lateral storehouse plate described in upper layer and
The vertical reinforcing bar A leant out upwards in the plate of lower layer's transverse direction storehouse is overlapping, and forms transverse beam steel reinforcement cage after being inserted into transverse steel；Upper layer
The vertical reinforcing bar B leant out upwards in the vertical reinforcing bar B and lower layer, storehouse, longitudinal direction plate leant out downwards in longitudinal storehouse plate is staggeredly heavy
It is folded, longitudinal beam steel reinforcement cage is formed after being inserted into longitudinal reinforcement.
The assembled Rectangular Concrete silo, the cast-in-place chamber of the cast-in-place column are rectangle tooth form, the storehouse plate
Both ends have it is longitudinal penetrates muscle, the longitudinal direction penetrate muscle storehouse plate is connected with cast-in-place column with cast-in-place column across storehouse plate it is integral.
The assembled Rectangular Concrete silo, penetrates muscle and the bin plate end portion forms muscle hoop transit chamber, outer ring
Horizontal bar hoop forms rectangle reinforcing steel bar frame after penetrating chamber, forms outer ring reinforcing bar after reinforcing bar is inserted at rectangle reinforcing steel bar frame interior angle
The horizontal cross-section of cage, the steel reinforcement cage includes 2 or 2 or more reinforcing bar hoops, that is, includes: outer ring horizontal bar hoop and inner ring water
Flat muscle hoop.
The assembled Rectangular Concrete silo, the lateral storehouse board ends and longitudinal storehouse board ends protrude into
In cavity before pouring to the cast-in-place column, concrete shoulder block, institute are formed in lateral storehouse plate and longitudinal storehouse board ends after pouring
There is link slot in the lateral storehouse plate stated and longitudinal storehouse plate upper and lower end face.
The assembled Rectangular Concrete silo, the type of the connecting node of the space framework include: that rectangle is mixed
Coagulate the Si ∟ shape node at four angles of soil silo and the T-section point on periphery, horizontal reinforcement A and water at Suo Shu ∟ shape node
Horizontal reinforcement A or horizontal reinforcement B at flat reinforcing bar B and T-section point are extended at outer ring horizontal bar hoop, are inserted into shape after longitudinal reinforcement
Cheng Jiaqiang type ∟ shape node and T-section point, the cast-in-place transverse beam and cast-in-place column reserve cavity upper surface and tilt 3-9 degree.
The assembled Rectangular Concrete silo is inserted with longitudinal reinforcement in the cast-in-place chamber of the cast-in-place column, described
Longitudinal reinforcement and the horizontal reinforcement A or horizontal reinforcement B or vertical reinforcing bar A or vertical reinforcing bar B are using bundle
Bundle or welding or sleeve connection；Horizontal reinforcement, the horizontal reinforcement are inserted in the cast-in-place chamber of the cast-in-place transverse beam
It is adopted with the longitudinal reinforcement A or longitudinal reinforcement B or vertical reinforcing bar A or the vertical reinforcing bar B
With tying up or weld or sleeve connection.
Invention effect:
1. the utility model uses assembled wallboard, the entirety for the warehouses multiple in length and breadth that column and assembled wallboard surround
Structure, lateral pressure is cancelled out each other between intermediate warehouse, and height and the ratio of projected area width significantly reduce, and warehouse is whole
Fastness is strong, and shock resistance is obviously improved.The Filling high of silo can be made to be promoted to 15 meters or so using this method, equally accounted for
Ground area can store more grains.It feeds unloading position to concentrate, puts in storage and store link expense and be significantly reduced.
2. the assembled wallboard of the utility model is prefabricated panel, prefabricated panel can be produced by mould standard, quality
Controllably, process velocity is fast, short construction period, using the silo that traditional method builds 20,000 tons of reserves need 5 months when
Between, only need can be completed within 3 months using the mode of the utility model.
3. the wallboard connection reinforcing bar that the prefabricated panel of the utility model stretches out connect reinforcing bar with the column that prefabricated stand column stretches out
It is interlaced, staggered position insertion longitudinal reinforcement formed steel reinforcement cage, be greater than one label of wallboard concrete cast-in-situ at
The fixed column of convex shape structure.The reinforcing bar that the utility model can also stretch out junction between assembled wallboard, and is docked
The reinforcing bar that other side assembled wallboard stretches out interlocks, while the reinforcing bar stretched out with column interlocks, and is inserted into staggered position longitudinal
Reinforcing bar formed steel reinforcement cage, can the cast-in-place fixed column at convex, the fixed column anti-seismic performance of such structure is good, and speed of application is fast.
4. traditional horizontal warehouse generally passes through increase thickness of wall body since the storage material demand such as grain saves at low temperature
Mode achieve the purpose that keep wall firm and insulation, thickness of wall body is generally in 600mm or so.The assembly of the utility model
Formula wall is overall structure, and external surface area is small, does not need very big thickness i.e. between internal each storehouse and can reach traditional horizontal warehouse and is several
Firm antidetonation degree again and heat insulation, have not only saved the use and artificial cost of construction material, have also accelerated construction
Speed.The utility model is heat-insulated by using insulating layer solution wall, and assembled exterior surface of wall has insulating layer, any
The thermal insulation material of 80mm thickness is all up the heat preservation degree of 3000mm concrete walls, and heat insulation is 5 times of traditional wall, material
Material cost reduces by more than 50.
5. the reinforced beam and column that are formed by rectangle tooth form and stirrup, form grid structure in length and breadth, Duo Gecang
Reinforcing, stable structure are mutually formed between body.
The steel mesh that 6. there is the prefabricated board of the utility model transverse steel and longitudinal reinforcement to be formed, steel mesh have two layers,
Integrally-built intensity is set to get a promotion.The prefabricated panel of the utility model has the reinforcing rib being distributed in length and breadth, large-scale in building
Reinforcing rib can significantly increase warehouse intensity when storehouse.
7. the silo roof cover board of the utility model is three layers, centre is grid structure, and cover plate of upper layer is sunshade layer, can be prevented
Direct sunlight avoids heat transfer from directly resulting in the raising of storehouse body temperature, and the grid structure between upper and lower level cover board can divulge information,
Cooling and moisture-proof effect are played, lower layer's cover board is sealant, is that silo has good airtight effect, can meet air-conditioning storing grain
Requirement.
Detailed description of the invention:
Attached drawing 1 is the utility model agent structure schematic diagram.
Attached drawing 2 is the left view of attached drawing 1.
Attached drawing 3 is the top view of attached drawing 1.
Attached drawing 4 is the utility model transverse direction storehouse plate schematic diagram.
Attached drawing 5 is the top view of attached drawing 4.
Attached drawing 6 is longitudinal storehouse plate schematic diagram under specific condition (outer dimension is identical as lateral storehouse plate).
Attached drawing 7 is 1 portion a enlarged drawing of attached drawing.
Attached drawing 8 is 3 portion b enlarged drawing of attached drawing.
Attached drawing 9 is 3 portion c enlarged drawing of attached drawing.
Attached drawing 10 is 3 portion d enlarged drawing of attached drawing.
Attached drawing 11 is the cast-in-place chamber schematic diagram of the cast-in-place column of rectangle tooth form.
Attached drawing 12 is Jia Qiang Xing ∟ shape node schematic diagram.
Attached drawing 13 is reinforced T-section point schematic diagram.
Attached drawing 14 is that lateral storehouse plate is vertically connected with schematic diagram.
Attached drawing 15 is that longitudinal storehouse plate is vertically connected with schematic diagram (after pouring).
Attached drawing 16 is the single chamber structure schematic diagram of rectangle.
Specific embodiment:
Embodiment 1:
A kind of assembled Rectangular Concrete silo, composition includes: orlop 1, the silo body 2 connecting with the orlop, institute
The silo body stated includes one group of transverse direction storehouse plate 3, and one group of longitudinal direction storehouse plate 4 with the lateral storehouse plate vertical interlaced, the cross
It is connected and fixed to storehouse plate by cast-in-place column 5 and longitudinal storehouse plate, matrix type structure is collectively formed；The lateral storehouse plate it
Between connected by cast-in-place transverse beam 6, connected by cast-in-place longitudinal beam 7 between longitudinal storehouse plate, cast-in-place transverse beam and cast-in-place
Longitudinal beam forms horizontal rectangular Vierendeel girder after connecting by cast-in-place column, and horizontal rectangular Vierendeel girder connects to form solid by cast-in-place column
Frame, the transverse plate and longitudinal plate end are embedded in the space framework.
Embodiment 2:
Assembled Rectangular Concrete silo described in embodiment 1, be distributed in the lateral storehouse plate horizontal reinforcement A31 and
Vertical the reinforcing bar A32, the horizontal reinforcement A vertical with the horizontal reinforcement and the vertical reinforcing bar A lean out lateral storehouse
Plate side end face is L-shaped, semi-circular or close-shaped；Be distributed in longitudinal storehouse plate horizontal reinforcement 41 and with the water
Flat reinforcing bar vertical vertical reinforcing bar B42, the horizontal reinforcement B and the vertical reinforcing bar B lean out longitudinal storehouse plate side end face in L
Shape, semi-circular or close-shaped.
Embodiment 3:
Assembled Rectangular Concrete silo described in embodiment 1 or 2, the horizontal reinforcement A31 and horizontal steel leant out
Muscle B41 is overlapping, and forms cast-in-place column center steel reinforcement cage after being inserted into vertical reinforcing bar 43.
Embodiment 4:
Assembled Rectangular Concrete silo described in embodiment 1 or 2 or 3 is leant out downwards in the upper layer transverse direction storehouse plate
Vertical reinforcing bar A and lower layer's transverse direction storehouse plate in the vertical reinforcing bar A that leans out upwards be overlapping, be inserted into after transverse steel 33 formed it is horizontal
To beam steel cage；It is leant out upwards in the vertical reinforcing bar B and lower layer, storehouse, longitudinal direction plate leant out downwards in the upper layer longitudinal direction storehouse plate
Vertical reinforcing bar B is overlapping, and forms longitudinal beam steel reinforcement cage after being inserted into longitudinal reinforcement 44.
Embodiment 5:
Assembled Rectangular Concrete silo described in embodiment 1 or 2 or 3 or 4, the cast-in-place chamber of the cast-in-place column are rectangle
Tooth form 8, the storehouse board ends have it is longitudinal penetrates muscle 9, the longitudinal direction penetrate muscle across storehouse plate and cast-in-place column by storehouse plate and
Cast-in-place column connection is integral.
Embodiment 6:
Assembled Rectangular Concrete silo described in embodiment 1 or 2 or 3 or 4 or 5, described penetrates muscle and the storehouse
Plate end forms muscle hoop transit chamber 10, and outer ring horizontal bar hoop 11 forms rectangle reinforcing steel bar frame after penetrating chamber, in rectangle reinforcing steel bar frame
Outer ring steel reinforcement cage is formed after being inserted into reinforcing bar 12 at interior angle, the horizontal cross-section of the steel reinforcement cage includes 2 or 2 or more reinforced steel bar rings
Hoop, that is, include: outer ring horizontal bar hoop 45 and inner ring horizontal bar hoop 46.
Embodiment 7:
Assembled Rectangular Concrete silo described in embodiment 1 or 2 or 3 or 4 or 5 or 6, the lateral storehouse board ends and
Longitudinal storehouse board ends are extend into the cavity before the cast-in-place column pours, in lateral storehouse plate and longitudinal storehouse plate after pouring
Both ends form concrete shoulder block 13, have link slot 14 in the lateral storehouse plate and longitudinal storehouse plate upper and lower end face.
Embodiment 8:
Assembled Rectangular Concrete silo described in embodiment 1 or 2 or 3 or 4 or 5 or 6 or 7, the space framework
The type of connecting node includes: the Si ∟ shape node at four angles of Rectangular Concrete silo and the T-section point on periphery, described
Horizontal reinforcement A and horizontal reinforcement B at the ∟ shape node and horizontal reinforcement A at T-section point or horizontal reinforcement B extend to outer ring water
At flat muscle hoop, it is inserted into formation plus strong type ∟ shape node and T-section point after longitudinal reinforcement, the Cast-in-situ Beam and cast-in-place column are left a blank in advance
Chamber upper surface tilts 3-9 degree.
Embodiment 9:
Assembled Rectangular Concrete silo described in embodiment 1 or 2 or 3 or 4 or 5 or 6 or 7 or 8, the cast-in-place column
Longitudinal reinforcement, the longitudinal reinforcement and the horizontal reinforcement A or horizontal reinforcement B or institute are inserted in cast-in-place chamber
The vertical reinforcing bar A stated or vertical reinforcing bar B use is tied up or welded or sleeve connection；The Cast-in-situ Beam shows
It pours and is inserted with horizontal reinforcement in chamber, the horizontal reinforcement and the longitudinal reinforcement A or longitudinal reinforcement B or described
Vertical reinforcing bar A or the vertical reinforcing bar B using tying up or weld or sleeve connection.
Embodiment 10:
The assembly method of Rectangular Concrete silo described in one of embodiment 1-9, production orlop, lateral storehouse plate, Zong Xiangcang
Plate,
Silo foundation is built first, positions cast-in-place column position and the discharge bucket by installing fixed rectangular arranged to constitute storehouse
Bottom 1；On the cast-in-place basis of reinforcing bar cage location that the reinforcing bar of the orlop reinforcing bar stretched out and the lateral storehouse plate stretching is formed
Transverse beam, the cast-in-place base of reinforcing bar cage location formed in the reinforcing bar that the reinforcing bar of the orlop stretching and longitudinal storehouse plate stretch out
Plinth longitudinal beam；And steel reinforcement cage is done using the reinforcing bar of stretching in the basic transverse beam and the basic longitudinal beam intersection location
After do cast-in-place column, complete the building of silo foundation；
It is formed in the two sides of cast-in-place column position or three directions or four direction using the reinforcing bar that prefabricated board stretches out
Steel reinforcement cage fixed lateral storehouse plate 3 and/or longitudinal storehouse plate 4, the lateral storehouse plate and/or longitudinal storehouse plate transverse direction and
Cast-in-place column 5 is done at the steel reinforcement cage of longitudinally connected position；Reinforcing bar cage location between lateral storehouse plate described in upper and lower level does cast-in-place cross
To beam 6, reinforcing bar cage location does cast-in-place longitudinal beam 7 between longitudinal storehouse plate described in upper and lower level, by transverse beam, longitudinal beam, cast-in-place column
Space frame structure is formed, the transverse plate and longitudinal plate end are embedded in the space framework, the transverse beam,
Lateral storehouse plate and/or longitudinal storehouse plate between the longitudinal beam, the cast-in-place column are by the Rectangular Concrete silo point
It is cut into cellular group storehouse, the discharge bucket of the rectangular arranged of bottom constitutes the tapping channel of variety classes material.
Claims (9)
1. a kind of assembled Rectangular Concrete silo, composition includes: orlop, the silo body connecting with the orlop, feature
Be: the silo body includes one group of transverse direction storehouse plate, and one group of longitudinal direction storehouse plate with the lateral storehouse plate vertical interlaced, described
Lateral storehouse plate is connected and fixed by cast-in-place column and longitudinal storehouse plate, and matrix type structure is collectively formed；The lateral storehouse plate
Between connected by cast-in-place transverse beam, connected between longitudinal storehouse plate by cast-in-place longitudinal beam, cast-in-place transverse beam and cast-in-place
Longitudinal beam forms horizontal rectangular Vierendeel girder after connecting by cast-in-place column, and horizontal rectangular Vierendeel girder connects to form solid by cast-in-place column
Frame, the lateral storehouse plate and longitudinal bin plate end portion are embedded in the space framework.
2. assembled Rectangular Concrete silo according to claim 1, it is characterized in that: being distributed in the lateral storehouse plate
Horizontal reinforcement A and vertical the reinforcing bar A, the horizontal reinforcement A and the vertical reinforcing bar A vertical with the horizontal reinforcement are visited
Lateral storehouse plate side end face is L-shaped out, semi-circular or close-shaped；Be distributed in longitudinal storehouse plate horizontal reinforcement B and with
The horizontal reinforcement vertical vertical reinforcing bar B, the horizontal reinforcement B and the vertical reinforcing bar B lean out longitudinal storehouse plate side
End face is L-shaped, semi-circular or close-shaped.
3. assembled Rectangular Concrete silo according to claim 2, it is characterized in that: the horizontal reinforcement A leant out
It is overlapping with horizontal reinforcement B, forms cast-in-place column center steel reinforcement cage after being inserted into vertical reinforcing bar.
4. assembled Rectangular Concrete silo according to claim 1 or 2, it is characterized in that: lateral storehouse plate described in upper layer
In the vertical reinforcing bar A that is leant out in the vertical reinforcing bar A and lower layer's transverse direction storehouse plate that lean out downwards upwards be overlapping, be inserted into transverse steel
Transverse beam steel reinforcement cage is formed afterwards；In the vertical reinforcing bar B and lower layer, storehouse, longitudinal direction plate leant out downwards in longitudinal storehouse plate described in upper layer to
On the vertical reinforcing bar B that leans out be overlapping, form longitudinal beam steel reinforcement cage after being inserted into longitudinal reinforcement.
5. assembled Rectangular Concrete silo according to claim 1 or 2, it is characterized in that: the cast-in-place column is cast-in-place
Chamber is rectangle tooth form, and there is the storehouse board ends longitudinal direction to penetrate muscle, and the longitudinal direction penetrates muscle will across storehouse plate and cast-in-place column
Storehouse plate connects integral with cast-in-place column.
6. assembled Rectangular Concrete silo according to claim 1 or 2, it is characterized in that: penetrating muscle and the storehouse plate
End forms muscle hoop transit chamber, and outer ring horizontal bar hoop forms rectangle reinforcing steel bar frame after penetrating chamber, at rectangle reinforcing steel bar frame interior angle
Outer ring steel reinforcement cage is formed after being inserted into reinforcing bar, the horizontal cross-section of the steel reinforcement cage includes 2 or 2 or more reinforcing bar hoops, that is, is wrapped
It includes: outer ring horizontal bar hoop and inner ring horizontal bar hoop.
7. assembled Rectangular Concrete silo according to claim 1 or 2, it is characterized in that: the lateral storehouse board ends
It is extend into the cavity before the cast-in-place column pours with longitudinal storehouse board ends, in lateral storehouse plate and longitudinal storehouse after pouring
Board ends form concrete shoulder block, have link slot in the lateral storehouse plate and longitudinal storehouse plate upper and lower end face.
8. assembled Rectangular Concrete silo according to claim 1 or 2, it is characterized in that: the company of the space framework
Connect node type include: Rectangular Concrete silo four angles Si ∟ shape node and periphery T-section point, Suo Shu ∟
Horizontal reinforcement A and horizontal reinforcement B at the shape node and horizontal reinforcement A at T-section point or horizontal reinforcement B extends to outer ring level
At muscle hoop, Jia Qiang Xing ∟ shape node and T-section point are formed after being inserted into longitudinal reinforcement, the cast-in-place transverse beam and cast-in-place column are reserved
Cavity upper surface tilts 3-9 degree.
9. assembled Rectangular Concrete silo according to claim 2, it is characterized in that: in the cast-in-place chamber of the cast-in-place column
It is inserted with longitudinal reinforcement, the longitudinal reinforcement and the horizontal reinforcement A or horizontal reinforcement B or vertical reinforcing bar A
Either vertical reinforcing bar B is using tying up or weld or sleeve connection；Level is inserted in the cast-in-place chamber of the cast-in-place transverse beam
Reinforcing bar, the horizontal reinforcement and the longitudinal reinforcement A or longitudinal reinforcement B or vertical reinforcing bar A or
The use of vertical reinforcing bar B described in person is tied up or welded or sleeve connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821886941.XU CN209324099U (en) | 2018-11-16 | 2018-11-16 | Assembled Rectangular Concrete silo |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821886941.XU CN209324099U (en) | 2018-11-16 | 2018-11-16 | Assembled Rectangular Concrete silo |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209324099U true CN209324099U (en) | 2019-08-30 |
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ID=67710352
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821886941.XU Expired - Fee Related CN209324099U (en) | 2018-11-16 | 2018-11-16 | Assembled Rectangular Concrete silo |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209324099U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109322520A (en) * | 2018-11-16 | 2019-02-12 | 刘全义 | Rectangular Concrete silo and its assembly method |
-
2018
- 2018-11-16 CN CN201821886941.XU patent/CN209324099U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109322520A (en) * | 2018-11-16 | 2019-02-12 | 刘全义 | Rectangular Concrete silo and its assembly method |
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Granted publication date: 20190830 Termination date: 20201116 |
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