CN207340571U - Novel corn horizental silo - Google Patents

Abstract

Novel corn horizental silo,Including inner concrete layer,Middle brick layer,Outer concrete layer,No.1 bar-mat reinforcement,No. two bar-mat reinforcements,There are multiple No.1 grooves on the right side of the inner concrete layer,The No.1 groove is evenly distributed on the right side of inner concrete layer,There is multiple No.1s protrusion on the left of middle brick layer,The No.1 protrusion is evenly distributed on the left of middle brick layer,No.1 protrusion is adapted with No.1 groove,The raised connection No.1 groove of No.1,No.1 protrusion is stuck in No.1 groove,On the right side of inner concrete layer among connection on the left of brick layer,There are multiple No. two protrusions on the right side of middle brick layer,No. two protrusions are evenly distributed on the right side of middle brick layer,There are multiple No. two grooves on the left of outer concrete floor,No. two grooves are evenly distributed on the left of outer concrete floor,No. two protrusions are adapted with No. two grooves,No. two grooves of No. two raised connections.

Description

Novel corn horizental silo

Technical field

It the utility model is related to ensilage field, more particularly to a kind of novel corn horizental silo.

Background technology

In maize stalks ensilage in use, most commonly used is ground type maize stalks ensilage, yet with ground type corn Horizental silo overall structure is unreasonable, in long-time in use, often occurring that loosening is collapsed, injures user by a crashing object, is caused to user Substantial amounts of economic loss and casualties.

Utility model content

The utility model is directed to deficiencies of the prior art, there is provided a kind of novel corn ensiling rational in infrastructure Cellar for storing things.

The purpose of this utility model is to be achieved through the following technical solutions：

A kind of novel corn horizental silo, including inner concrete layer, middle brick layer, outer concrete layer, No.1 bar-mat reinforcement, No. two bar-mat reinforcements, the inner concrete layer right side have multiple No.1 grooves, and the No.1 groove is evenly distributed on internal mixed Have multiple No.1s raised on the right side of solidifying soil layer, on the left of middle brick layer, the No.1 protrusion is evenly distributed on the left of middle brick layer, and one Number protrusion is adapted with No.1 groove, and the raised connection No.1 groove of No.1, No.1 protrusion is stuck in No.1 groove, inner concrete Among the connection of layer right side on the left of brick layer, there are multiple No. two protrusions on the right side of middle brick layer, during No. two protrusions are evenly distributed on Between on the right side of brick layer, there are multiple No. two grooves on the left of outer concrete floor, No. two grooves are evenly distributed on outer concrete Layer left side, No. two protrusions are adapted with No. two grooves, No. two grooves of No. two raised connections, in No. two grooves of No. two raised insertions, No. two bar-mat reinforcements of connection inside inner concrete floor, outer concrete layer inside connection No.1 bar-mat reinforcement, inner concrete layer are left Side connects multiple No.1 connector sleeves, and the No.1 connector sleeve is evenly distributed on the left of inner concrete layer, the connection of No.1 connector sleeve Inner concrete layer, No.1 connector sleeve are stuck in inner concrete layer, on the left of No.1 reinforcing bar on the right side of connection No.1 connector sleeve, No.1 On the left of reinforcing bar in insertion No.1 connector sleeve, No. two bar-mat reinforcements of No.1 bar connecting, the middle brick layer of No.1 reinforcing bar right side connection Left side, No.1 reinforcing bar are inserted into middle brick layer through No. two bar-mat reinforcements, and multiple No. two connector sleeves are connected on the right side of outer concrete floor, No. two connector sleeves are evenly distributed on the right side of outer concrete floor.

No. two connector sleeves are stuck in outer concrete floor, No. two connector sleeves of connection, No. two reinforcing bars on the right side of No. two reinforcing bars Right side is inserted into No. two connector sleeves, connection No.1 bar-mat reinforcement on the left of No. two reinforcing bars, connection outer concrete floor on the left of No. two reinforcing bars Right side, No. two reinforcing bars are inserted into middle brick layer through No.1 bar-mat reinforcement, and multiple fixed plates are connected inside middle brick layer.

The fixed plate top connects multiple fixed connecting plates, is connected on the left of fixed connecting plate on the right side of No. three reinforcing bars, No. three No. two bar-mat reinforcements are connected through middle brick layer, inner concrete floor on the left of reinforcing bar, a No. four reinforcing bar left sides are connected on the right side of fixed connecting plate Side, No. four reinforcing bars right sides connect No.1 bar-mat reinforcement through middle brick layer, outer concrete floor.

Beneficial effect：

No.1 bar-mat reinforcement, No. two bar-mat reinforcements collective effect under, to internal concrete layer, middle brick layer, exterior coagulation Soil layer plays supporting role, adds inner concrete layer, middle brick layer, the bearing capacity of outer concrete layer, makes overall knot Structure is more reasonable, in No.1 connector sleeve, No.1 reinforcing bar, fixed plate, fixed connecting plate, No. four reinforcing bars, No. three reinforcing bars, No. two connections Set, No. two reinforcing bars mutual cooperation under, make inner concrete layer, middle brick layer, closer, the increase of outer concrete layer connection Inner concrete layer, middle brick layer, the uniformity of outer concrete layer, effectively prevent inner concrete layer, middle brick Layer, the separation of outer concrete layer are collapsed, and make overall structure more reasonable.

Brief description of the drawings

Fig. 1 is novel corn horizental silo partial sectional view described in the utility model.

Fig. 2 is novel corn horizental silo structure diagram described in the utility model.

Embodiment

The utility model is described in further detail below according to drawings and examples：

A kind of novel corn horizental silo, including inner concrete layer 01, middle brick layer 02, outer concrete layer 03, No.1 04, No. two bar-mat reinforcement 05 of bar-mat reinforcement, the right side of inner concrete layer 01 have multiple No.1 grooves 13, the No.1 groove 13 The right side of inner concrete layer 01 is evenly distributed on, the middle left side of brick layer 02 has multiple No.1 protrusions 12, the No.1 protrusion 12 The middle left side of brick layer 02 is evenly distributed on, No.1 protrusion 12 is adapted with No.1 groove 13, and No.1 protrusion 12 connects No.1 groove 13, No.1 protrusion 12 is stuck in No.1 groove 13, the left side of brick layer 02, middle brick layer 02 among the connection of the right side of inner concrete layer 01 Right side has multiple No. two protrusions 15, and No. two protrusions 15 are evenly distributed on the middle right side of brick layer 02, outer concrete layer 03 Left side has multiple No. two grooves 14, and No. two grooves 14 are evenly distributed on the left side of outer concrete floor 03, No. two protrusions 15 It is adapted with No. two grooves 14, No. two protrusions 15 connect No. two grooves 14, and No. two protrusions 15 are inserted into No. two grooves 14, and inside is mixed No. two bar-mat reinforcements 05 of the solidifying inside of soil layer 01 connection, the inside of outer concrete layer 03 connection No.1 bar-mat reinforcement 04, inner concrete layer 01 left side connects multiple No.1 connector sleeves 06, and the No.1 connector sleeve 06 is evenly distributed on the left side of inner concrete layer 01, No.1 Connector sleeve 06 connects inner concrete layer 01, and No.1 connector sleeve 06 is stuck in inner concrete layer 01, and the left side of No.1 reinforcing bar 07 connects The right side of No.1 connector sleeve 06 is connect, the left side of No.1 reinforcing bar 07 is inserted into No.1 connector sleeve 06, and No.1 reinforcing bar 07 connects No. two bar-mat reinforcements 05, the middle left side of brick layer 02 of the right side of No.1 reinforcing bar 07 connection, No.1 reinforcing bar 07 is inserted into middle brick through No. two bar-mat reinforcements 05 In layer 02, the right side of outer concrete floor 03 connects multiple No. two connector sleeves 16, and No. two connector sleeves 16 are evenly distributed on outside The right side of concrete layer 03.

No. two connector sleeves 16 are stuck in outer concrete floor 03, No. two connector sleeves 16 of No. two right side of reinforcing bar 17 connections, In No. two connector sleeves 16 of No. two right side of reinforcing bar 17 insertions, No. two left side of reinforcing bar 17 connection No.1 bar-mat reinforcements 04, No. two reinforcing bars 17 are left 03 right side of side connection outer concrete layer, No. two reinforcing bars 17 are inserted into middle brick layer 02 through No.1 bar-mat reinforcement 04, middle brick layer 02 inside connects multiple fixed plates 08.

08 top of fixed plate connects multiple fixed connecting plates 09, and it is right that the left side of fixed connecting plate 09 connects No. three reinforcing bars 11 Side, No. three left sides of reinforcing bar 11 connect No. two bar-mat reinforcements 05 through middle brick layer 02, inner concrete floor 01, and fixed connecting plate 09 is right Side connects No. four left sides of reinforcing bar 10, and No. four right sides of reinforcing bar 10 connect No.1 reinforcing bar through middle brick layer 02, outer concrete floor 03 Net 04.

Under the collective effect of 04, No. two bar-mat reinforcement 05 of No.1 bar-mat reinforcement, to internal concrete layer 01, middle brick layer 02, Outer concrete layer 03 plays supporting role, adds inner concrete layer 01, middle brick layer 02, outer concrete layer 03 Bearing capacity, makes overall structure more reasonable, in No.1 connector sleeve 06, No.1 reinforcing bar 07, fixed plate 08, fixed connecting plate 09, four Under the mutual cooperation of 16, No. two reinforcing bars 17 of connector sleeve of reinforcing bar 11, two of reinforcing bar 10, three, make inner concrete layer 01, middle brick Layer 02, outer concrete layer 03 connect closer, add inner concrete layer 01, middle brick layer 02, outer concrete layer 03 uniformity, effectively prevents inner concrete layer 01, middle brick layer 02, outer concrete layer 03 and separates and collapse, make whole Body more reasonable structure.

Claims (3)

1. a kind of novel corn horizental silo, it is characterized in that:Including inner concrete layer, middle brick layer, outer concrete layer, No.1 Bar-mat reinforcement, No. two bar-mat reinforcements, the inner concrete layer right side have multiple No.1 grooves, and the No.1 groove is evenly distributed on Have multiple No.1s raised on the right side of inner concrete layer, on the left of middle brick layer, the No.1 protrusion is evenly distributed on middle brick layer Left side, No.1 protrusion are adapted with No.1 groove, and the raised connection No.1 groove of No.1, No.1 protrusion is stuck in No.1 groove, interior On the right side of portion's concrete layer among connection on the left of brick layer, there are multiple No. two protrusions on the right side of middle brick layer, No. two protrusions are uniform It is distributed on the right side of middle brick layer, there are multiple No. two grooves on the left of outer concrete floor, No. two grooves are uniformly distributed outside On the left of portion's concrete layer, No. two protrusions are adapted with No. two grooves, No. two grooves of No. two raised connections, No. two raised insertions two In groove, No. two bar-mat reinforcements of connection inside inner concrete floor, outer concrete layer inside connection No.1 bar-mat reinforcement, internal coagulation Multiple No.1 connector sleeves are connected on the left of soil layer, the No.1 connector sleeve is evenly distributed on the left of inner concrete layer, No.1 connection Set connection inner concrete layer, No.1 connector sleeve are stuck in inner concrete layer, and connection No.1 connector sleeve is right on the left of No.1 reinforcing bar Side, No.1 reinforcing bar left side are inserted into No.1 connector sleeve, No. two bar-mat reinforcements of No.1 bar connecting, on the right side of the No.1 reinforcing bar in connection Between on the left of brick layer, No.1 reinforcing bar is through in brick layer among No. two bar-mat reinforcements insertions, multiple No. two of connection on the right side of outer concrete floor Connector sleeve, No. two connector sleeves are evenly distributed on the right side of outer concrete floor.

2. novel corn horizental silo according to claim 1, it is characterized in that:No. two connector sleeves are stuck in exterior coagulation In soil layer, No. two connector sleeves of connection on the right side of No. two reinforcing bars, No. two reinforcing bars right sides are inserted into No. two connector sleeves, are connected on the left of No. two reinforcing bars No.1 bar-mat reinforcement is connect, is connected on the left of No. two reinforcing bars on the right side of outer concrete floor, No. two reinforcing bars are passed through among the insertion of No.1 bar-mat reinforcement In brick layer, multiple fixed plates are connected inside middle brick layer.

3. novel corn horizental silo according to claim 2, it is characterized in that:The fixed plate top connects multiple fixations Connecting plate, fixed connecting plate left side are connected on the right side of No. three reinforcing bars, through middle brick layer, inner concrete floor company on the left of No. three reinforcing bars No. two bar-mat reinforcements are connect, are connected on the right side of fixed connecting plate on the left of No. four reinforcing bars, through middle brick layer, exterior coagulation on the right side of No. four reinforcing bars Soil layer connects No.1 bar-mat reinforcement.