CN107201844A - A kind of clinker library structure - Google Patents
A kind of clinker library structure Download PDFInfo
- Publication number
- CN107201844A CN107201844A CN201710645478.3A CN201710645478A CN107201844A CN 107201844 A CN107201844 A CN 107201844A CN 201710645478 A CN201710645478 A CN 201710645478A CN 107201844 A CN107201844 A CN 107201844A
- Authority
- CN
- China
- Prior art keywords
- silo
- sliding groove
- reticulated shell
- upper ends
- clinker
- 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
- 239000004567 concrete Substances 0.000 claims description 10
- 238000003466 welding Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 14
- 239000004568 cement Substances 0.000 abstract description 11
- 230000008859 change Effects 0.000 abstract description 11
- 230000000694 effects Effects 0.000 abstract description 9
- 230000002929 anti-fatigue Effects 0.000 abstract description 8
- 238000012423 maintenance Methods 0.000 abstract description 5
- 230000035939 shock Effects 0.000 abstract description 5
- 238000000205 computational method Methods 0.000 description 3
- 230000009471 action Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H7/00—Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
- E04H7/22—Containers for fluent solids, e.g. silos, bunkers; Supports therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Building Environments (AREA)
Abstract
The present invention provides a kind of clinker library structure applied to cement plant building field, lower tie-beam (3) lower surface of the storehouse top reticulated shell (2) of described clinker library structure sets the sliding groove (4) of multiple reverse U shapes, silo (1) includes silo Ku Bi upper ends (5), sliding groove (4) is configured to the structure that active card is mounted in silo Ku Bi upper ends (5), sliding groove (4) width dimensions are set greater than the structure of silo Ku Bi upper ends (5) thickness, the clinker library structure of the present invention, it is simple in construction, when in storehouse, top reticulated shell is influenceed by temperature and the device drives vibrations factor such as larger and occurs moderate finite deformation, storehouse top reticulated shell can occur relative position in certain limit relative to silo and change, effectively reduce deformation effect of the storehouse top reticulated shell change to the silo storehouse wall of silo, so that structure shock resistance effectively improves with anti-fatigue performance, final extending structure service life, reduce maintenance cost.
Description
Technical field
It is to be related to a kind of clinker library structure more specifically the invention belongs to cement plant building field.
Background technology
In clinker library structure, extensive use during storehouse top latticed shell structure form is built in cement plant, storehouse top reticulated shell branch
Hold on the silo Ku Bi upper ends of the reinforced concrete structure silo of clinker warehouse.In practical structures, the work of reticulated shell is pushed up in storehouse
The vibrations of environment rather harsh, temperature action and device drives are larger, cause the storehouse of steel construction to push up reticulated shell and deform larger, reinforcing bar
The silo deformation of concrete is smaller, so, the problem of deformation will occur between silo and storehouse top reticulated shell, so as to hold
Easily trigger silo and storehouse top reticulated shell interaction force problem occur in reusing, damage, influence are produced to clinker library structure
Safety in utilization and service life.
The content of the invention
The technical problems to be solved by the invention are：In view of the shortcomings of the prior art there is provided one kind is simple in construction, in silo
When be connected with storehouse top reticulated shell, being fixedly connected between the two is changed to micro-slip support connection, so, pushed up in storehouse reticulated shell by
When temperature and device drives shake the factor influence such as larger and occur moderate finite deformation, storehouse top reticulated shell can be relative to silo certain
Relative position change occurs for scope, so, effectively reduces the reticulated shell change of storehouse top to the deformation effect of the silo storehouse wall of silo, makes
Obtain structure shock resistance to effectively improve with anti-fatigue performance, final extending structure service life, reduction maintenance cost
Clinker library structure.
Techniques discussed above is solved the problems, such as, the technical scheme that the present invention takes is：
The present invention is a kind of clinker library structure, and described clinker library structure includes silo, silo top and set
Reticulated shell is pushed up in storehouse, and storehouse top reticulated shell includes lower tie-beam, and lower tie-beam lower surface sets the sliding groove of multiple reverse U shapes, and silo includes
Silo Ku Bi upper ends, sliding groove is configured to the structure that active card is mounted in silo Ku Bi upper ends, sliding groove width dimensions
It is set greater than the structure of silo Ku Bi upper ends thickness.
Described lower tie-beam lower surface sets multiple sliding grooves arranged by gap, and each sliding groove is spacing including one
Block I and a limited block II, each limited block I are set to protrude from the structure of lower tie-beam lower surface, and each limited block II is set
The structure for protruding from lower tie-beam lower surface is set to, the distance of the inwall of limited block I to the inwall of limited block II is sliding groove broad-ruler
It is very little.
Described silo Ku Bi upper ends upper surface sets multiple projections arranged by gap, and projection is set to quantity and position
Put respectively with the one-to-one structure of sliding groove, storehouse top reticulated shell with silo Ku Bi upper ends when being connected, and each sliding groove is installed on
On one projection, the distance between inwall of limited block I to the inwall of limited block II is set greater than the structure of projection thickness.
Each sliding groove also includes block I and block II, limited block I, limited block II, block I and the gear of each sliding groove
Block II constitutes the limiting component of groove structure, when storehouse top reticulated shell is connected with silo Ku Bi upper ends, in the inwall of block I to block II
The distance of wall is set to the structure equal with the width dimensions of projection.
The storehouse top reticulated shell of described clinker library structure also includes multiple tracks longitudinal beam connected, and per pass longitudinal beam connected lower end is vertical
Lower tie-beam upper surface position is welded on, lower tie-beam lower surface sets multiple sliding grooves to set position, and each sliding groove is set
Position is located at the lower tie-beam lower surface position of one longitudinal beam connected of welding, and each sliding groove sets position to set a slip
Groove.
Described clinker Kuku top room is fixedly connected with storehouse top reticulated shell, and clinker Kuku top room connects with per pass longitudinal beam connected upper end
Connect, multiple tracks support beam is also set up in the reticulated shell of storehouse top, per pass support beam is in cirque structure, and multiple tracks support beam is set to diameter chi
Very little unequal structure, per pass support beam is welded to connect with per pass longitudinal beam connected simultaneously, and clinker Kuku top sets machine for zipper in room.
Described silo is cylinder-like structure, and the silo Ku Bi upper ends of silo are in cirque structure, and storehouse is pushed up under reticulated shell
Tie-beam is in cirque structure, and silo is the structure that armored concrete is made.
When each sliding groove active card of described lower tie-beam lower surface is on projection, the sliding groove it is spacing
Block I is set to the structure positioned at silo Ku Bi upper ends inner side, and the limited block II of per pass sliding groove is set to be located at silo
The structure of Ku Bi upper ends outer fix.
The diameter dimension of described silo Ku Bi upper ends is set to the structure equal with the diameter dimension of lower tie-beam.
Using technical scheme, following beneficial effect can be obtained：
Clinker library structure of the present invention, top is that reticulated shell is pushed up in clinker Kuku, and bottom is armored concrete
Silo, storehouse top reticulated shell be arranged on the silo Ku Bi upper ends of silo, due to storehouse top reticulated shell pass through sliding groove and silo storehouse wall
Upper end is connected, when because of being influenceed by factors such as temperature, vibrations moderate finite deformation occurs for storehouse top reticulated shell, under the reticulated shell of storehouse top
Tie-beam can occur necessarily to slide relative to silo Ku Bi upper ends by sliding groove in radial direction, so, ripe in cement
The type of attachment of slide construction is employed between the storehouse top reticulated shell on material storehouse top and the concrete silo of bottom, is tied by this slip
Structure solve storehouse top reticulated shell and silo compatibility of deformation the problem of so that storehouse top reticulated shell occur moderate finite deformation when, can be effective
Discharge the internal force that the reticulated shell deformation of storehouse top is produced so that storehouse top reticulated shell is in elastic state, it is to avoid directly applies active force and exists
On silo, cause silo to deform and damage, such structure, can also reduce the vibrations produced during the equipment work of storehouse top to silo
Influence, so as to effectively increase the anti-vibration resistance and fatigue resistance of clinker library structure, improve general safety performance and
Structural strength.Clinker library structure of the present invention, has taken into full account the vibrating of structure, fatigue and security reason, simultaneously
Vibration and analysis of fatigue are carried out to structure with finite element structure computational methods so that structure anti-vibration and anti-fatigue performance
Well, radially spacing slide construction meets the deformation requirements that reticulated shell is pushed up in storehouse, meets predetermined performance.The cement of the present invention
Clinker library structure, simple in construction, cost is low, and when silo and storehouse top reticulated shell are connected, being fixedly connected between the two is changed into office
Portion's sliding support connection, so, in storehouse, top reticulated shell is influenceed by temperature and the device drives vibrations factor such as larger and occurred larger
During deformation, storehouse top reticulated shell can occur relative position in certain limit relative to silo and change, so, effectively reduce storehouse top net
Shell changes the deformation effect to the silo storehouse wall of silo so that structure shock resistance effectively improves with anti-fatigue performance,
Final extending structure service life, reduces maintenance cost.
Brief description of the drawings
Brief description is made to the content expressed by each accompanying drawing of this specification and the mark in figure below：
Fig. 1 is the cross section structure diagram of clinker library structure of the present invention；
Fig. 2 pushes up the structural representation of reticulated shell for the storehouse of clinker library structure of the present invention；
Fig. 3 is the partial structurtes schematic cross-sectional view of the radial position of clinker library structure of the present invention；
Fig. 4 is the partial structurtes schematic cross-sectional view of the ring position of clinker library structure of the present invention；
Accompanying drawing acceptance of the bid note be respectively：1st, silo；2nd, storehouse top reticulated shell；3rd, lower tie-beam；4th, sliding groove；5th, silo Ku Bi upper ends
Portion；6th, limited block I；7th, limited block II；8th, longitudinal beam connected；9th, sliding groove sets position；10th, clinker Kuku top room；11st, support
Beam；12nd, machine for zipper；13rd, upper end medial surface；14th, upper end lateral surface；15th, projection；16th, block I；17th, block II.
Embodiment
Below against accompanying drawing, by the description to embodiment, to the embodiment of the present invention such as involved each structure
Mutual alignment and annexation, the effect of each several part and operation principle between the shape of part, construction, each several part etc. are made further
Detailed description：
As shown in accompanying drawing 1- accompanying drawings 4, the present invention is a kind of clinker library structure, and described clinker library structure includes
Silo 1, the top of silo 1 set storehouse to push up reticulated shell 2, and described storehouse top reticulated shell 2 includes lower tie-beam 3, and the lower lower surface of tie-beam 3 is set
The sliding groove 4 of multiple reverse U shapes, silo 1 includes silo Ku Bi upper ends 5, and sliding groove 4 is configured to active card mounted in silo
The structure of Ku Bi upper ends 5, the width dimensions of sliding groove 4 are set greater than the structure of the thickness of silo Ku Bi upper ends 5.It is above-mentioned
Structure, top is that reticulated shell is pushed up in clinker Kuku, and bottom is the silo of armored concrete, and storehouse top reticulated shell is arranged on the silo of silo
On Ku Bi upper ends, because storehouse top reticulated shell is connected by sliding groove with silo Ku Bi upper ends, when storehouse top reticulated shell is because by temperature
When the factors such as degree, vibrations influence and occur moderate finite deformation, the lower tie-beam of storehouse top reticulated shell, can be relative to silo by sliding groove
In radial direction certain slip occurs for Ku Bi upper ends, so, and the coagulation of reticulated shell and bottom is pushed up in the storehouse on cement clinker library top
The type of attachment of slide construction is employed between native silo, the deformation association that reticulated shell and silo are pushed up in storehouse is solved by this slide construction
The problem of tune, so as to when moderate finite deformation occurs for storehouse top reticulated shell, can effectively discharge the internal force that the reticulated shell deformation of storehouse top is produced so that
Storehouse top reticulated shell is in elastic state, it is to avoid directly apply active force on silo, causes silo to deform and damage, such
Structure, can also reduce influence of the vibrations produced during the equipment work of storehouse top to silo, so as to effectively increase cement clinker library
The anti-vibration resistance and fatigue resistance of structure, improve general safety performance and structural strength.Cement clinker library of the present invention
Structure, has taken into full account the vibrating of structure, fatigue and security reason, while entering with finite element structure computational methods to structure
Vibration and analysis of fatigue are gone, so that the structure anti-vibration of scheme of the present invention is good with anti-fatigue performance, radially
Spacing slide construction meets the deformation requirements that reticulated shell is pushed up in storehouse, meets predetermined performance.Clinker of the present invention
Library structure, simple in construction, cost is low, and when silo and storehouse top reticulated shell are connected, being fixedly connected between the two is changed into local cunning
Dynamic support connection, so, in storehouse, by temperature and device drives vibrations be larger etc., factor influenceed top reticulated shell and occurs moderate finite deformation
When, storehouse top reticulated shell can occur relative position in certain limit relative to silo and change, so, effectively reduce storehouse top reticulated shell and become
Change the deformation effect to the silo storehouse wall of silo so that structure shock resistance effectively improves with anti-fatigue performance, finally
Extending structure service life, reduces the clinker library structure of maintenance cost.
The described lower surface of lower tie-beam 3 sets multiple sliding grooves 4 arranged by gap, and each sliding groove 4 includes one
Limited block I 6 and a limited block II 7, each limited block I 6 are set to protrude from the structure of the lower lower surface of tie-beam 3, each limit
Position block II 7 is set to protrude from the structure of the lower lower surface of tie-beam 3, and the distance of the inwall of limited block I 6 to the inwall of limited block II 7 is
The width dimensions of sliding groove 4.Said structure, because the width dimensions of sliding groove 4 are set greater than the thickness of silo Ku Bi upper ends 5
Structure, so, when storehouse top reticulated shell deformed relative to silo when, distance of the inwall of limited block I 6 to the inwall of limited block II 7
It is exactly Deformation Activities scope of the storehouse top reticulated shell relative to sliding groove, is movable connection structure between storehouse top reticulated shell and silo so,
Storehouse top reticulated shell can shrink or expand in radial direction, so as to directly will not act on silo, effectively protect silo.
The described upper surface of silo Ku Bi upper ends 5 sets multiple projections 15 arranged by gap, and projection 15 is set to number
Amount and position respectively with the one-to-one structure of sliding groove 4, storehouse top reticulated shell 2 with silo Ku Bi upper ends 5 when being connected, each slip
Groove 4 is installed on a projection 15, and it is thick that the distance between inwall of limited block I 6 to the inwall of limited block II 7 is set greater than projection 15
Spend the structure of size.Said structure, sliding groove is connected with projection, and during the reticulated shell deformation of storehouse top, sliding groove is sent out with projection relative position
Changing, sliding groove plays position-limiting action to projection, and the distance between inwall of limited block I 6 to the inwall of limited block II 7 is exactly projection
Excursion of the lower tie-beam in radial distance of reticulated shell is pushed up in storehouse, so, can either ensure sliding groove with projection in certain model
The relative change in interior position is enclosed, relative change can be limited again within limits, the reticulated shell deformation of alleviation storehouse top is both played larger
The endogenetic process of generation, can ensure that the overall structure of clinker library structure is reliable and stable again.
Each sliding groove 4 also includes block I 16 and block II 17, limited block I 6, limited block II 7, the gear of each sliding groove 4
Block I 16 and block II 17 constitute the limiting component of groove structure, when storehouse top reticulated shell 2 is connected with silo Ku Bi upper ends 5, block I
The distance of 16 inwalls to the inwall of block II 17 is set to the structure equal with the width dimensions of projection 15.Said structure, limited block I
6th, limited block II 7 ensures projection in certain limit activity, and block I 16 and block II 17 also ensure that projection will not be altered in ring
Dynamic, so, storehouse top reticulated shell can only be relative to silo in a range of movement of radial position generation, without becoming in ring
Change.
The storehouse top reticulated shell 2 of described clinker library structure also includes multiple tracks longitudinal beam connected 8, the lower end of per pass longitudinal beam connected 8
The lower upper surface position of tie-beam 3 is vertically welded in, the lower lower surface of tie-beam 3 sets multiple sliding grooves to set position 9, each to slide
Groove sets position 9 to be located at the lower surface position of lower tie-beam 3 of one longitudinal beam connected 8 of welding, and each sliding groove setting position 9 is set
One sliding groove 4.Lower tie-beam, longitudinal beam connected, support beam group are into the reliable storehouse top reticulated shell of structure, and each longitudinal beam connected is with
The lower tie-beam position of tie-beam connection sets sliding groove to set position 9, and sliding groove sets the position of position 9 to set a slip
Groove, thus it is ensured that sliding groove can play secure support effect to the projection of silo Ku Bi upper ends position, it is ensured that overall structure
Intensity.
Described clinker Kuku top room 10 is fixedly connected with storehouse top reticulated shell 2, clinker Kuku top room 10 and per pass longitudinal beam connected 8
Upper end is connected, and multiple tracks support beam 11 is also set up in the reticulated shell 2 of storehouse top, and per pass support beam 11 is in cirque structure, multiple tracks support beam
11 are set to the unequal structure of diameter dimension, and per pass support beam 11 is welded to connect with per pass longitudinal beam connected 8 simultaneously, clinker Kuku
Push up and machine for zipper 12 is set in room 10.Said structure, support beam is reliably connected with longitudinal beam connected, it is ensured that storehouse top reticulated shell bulk strength symbol
Requirement of the cement factory to structure.
Described silo 1 is cylinder-like structure, and the silo Ku Bi upper ends 5 of silo 1 are in cirque structure, storehouse top reticulated shell 2
Lower tie-beam 3 be in cirque structure, silo 1 is the structure that is made of armored concrete.
When the active card of each sliding groove 4 of the described lower surface of lower tie-beam 3 is on a projection 15, the sliding groove 4
Limited block I 6 be set to structure positioned at the inner side of silo Ku Bi upper ends 5, the limited block II 7 of per pass sliding groove 4 is set
For positioned at the structure of the outer fix of silo Ku Bi upper ends 5.
The diameter dimension of described silo Ku Bi upper ends 5 is set to the structure equal with the diameter dimension of lower tie-beam 3.
Said structure, realizes the dimensional fits between storehouse top reticulated shell and silo, both are reliably connected.
Clinker library structure of the present invention, top is that reticulated shell is pushed up in clinker Kuku, and bottom is armored concrete
Silo, storehouse top reticulated shell be arranged on the silo Ku Bi upper ends of silo, due to storehouse top reticulated shell pass through sliding groove and silo storehouse wall
Upper end is connected, when because of being influenceed by factors such as temperature, vibrations moderate finite deformation occurs for storehouse top reticulated shell, under the reticulated shell of storehouse top
Tie-beam can occur necessarily to slide relative to silo Ku Bi upper ends by sliding groove in radial direction, so, ripe in cement
The type of attachment of slide construction is employed between the storehouse top reticulated shell on material storehouse top and the concrete silo of bottom, passes through this slip and ties
Structure solve storehouse top reticulated shell and silo compatibility of deformation the problem of so that storehouse top reticulated shell occur moderate finite deformation when, can be effective
Discharge the internal force that the reticulated shell deformation of storehouse top is produced so that storehouse top reticulated shell is in elastic state, it is to avoid directly applies active force and exists
On silo, cause silo to deform and damage, such structure, can also reduce the vibrations produced during the equipment work of storehouse top to silo
Influence, so as to effectively increase the anti-vibration resistance and fatigue resistance of clinker library structure, improve general safety performance and
Structural strength.Clinker library structure of the present invention, has taken into full account the vibrating of structure, fatigue and security reason, simultaneously
Vibration and analysis of fatigue are carried out to structure with finite element structure computational methods so that structure anti-vibration and anti-fatigue performance
Well, radially spacing slide construction meets the deformation requirements that reticulated shell is pushed up in storehouse, meets predetermined performance.The cement of the present invention
Clinker library structure, simple in construction, cost is low, and when silo and storehouse top reticulated shell are connected, being fixedly connected between the two is changed into office
Portion's sliding support connection, so, in storehouse, top reticulated shell is influenceed by temperature and the device drives vibrations factor such as larger and occurred larger
During deformation, storehouse top reticulated shell can occur relative position in certain limit relative to silo and change, so, effectively reduce storehouse top net
Shell changes the deformation effect to the silo storehouse wall of silo so that structure shock resistance effectively improves with anti-fatigue performance,
Final extending structure service life, reduces maintenance cost.
Exemplary description is carried out to the present invention above in conjunction with accompanying drawing, it is clear that concrete implementation of the present invention is not by above-mentioned
The limitation of mode, if the various improvement of inventive concept and technical scheme of the present invention progress are employed, or it is not improved by this
The design of invention and technical scheme directly apply to other occasions, within the scope of the present invention.
Claims (9)
1. a kind of clinker library structure, described clinker library structure includes silo (1), silo (1) top and sets storehouse to push up
Reticulated shell (2), it is characterised in that：Described storehouse top reticulated shell (2) includes lower tie-beam (3), and lower tie-beam (3) lower surface sets multiple
The sliding groove (4) of reverse U shape, silo (1) includes silo Ku Bi upper ends (5), and sliding groove (4) is configured to active card and is mounted in
The structure of silo Ku Bi upper ends (5), sliding groove (4) width dimensions are set greater than silo Ku Bi upper ends (5) thickness
Structure.
2. clinker library structure according to claim 1, it is characterised in that：Described lower tie-beam (3) lower surface is set
Multiple sliding grooves (4) arranged by gap are put, each sliding groove (4) includes a limited block I (6) and a limited block II (7),
Each limited block I (6) is set to protrude from the structure of lower tie-beam (3) lower surface, and each limited block II (7) is set to protrude from
The structure of lower tie-beam (3) lower surface, the distance of limited block I (6) inwall to limited block II (7) inwall is sliding groove (4) width
Size.
3. clinker library structure according to claim 1, it is characterised in that：On described silo Ku Bi upper ends (5)
Surface set it is multiple by gap arrange projections (15), projection (15) be set to quantity and position respectively with sliding groove (4) one by one
Corresponding structure, when storehouse top reticulated shell (2) is connected with silo Ku Bi upper ends (5), each sliding groove (4) is installed on a projection
(15) on, the distance between limited block I (6) inwall to limited block II (7) inwall is set greater than projection (15) thickness
Structure.
4. clinker library structure according to claim 3, it is characterised in that：Each sliding groove (4) also includes block I
(16) and block II (17), limited block I (6), limited block II (7), block I (16) and the block II (17) of each sliding groove (4)
The limiting component of groove structure is constituted, when storehouse top reticulated shell (2) is connected with silo Ku Bi upper ends (5), block I (16) inwall to gear
The distance of block II (17) inwall is set to the structure equal with the width dimensions of projection (15).
5. clinker library structure according to claim 1, it is characterised in that：The storehouse top of described clinker library structure
Reticulated shell (2) also includes multiple tracks longitudinal beam connected (8), and per pass longitudinal beam connected (8) lower end is vertically welded in lower tie-beam (3) upper surface position
Put, lower tie-beam (3) lower surface sets multiple sliding grooves to set position (9), each sliding groove sets position (9) to be located at welding one
Lower tie-beam (3) lower surface position of individual longitudinal beam connected (8), each sliding groove sets position (9) to set a sliding groove (4).
6. clinker library structure according to claim 5, it is characterised in that：Described clinker Kuku top room (10) and storehouse
Top reticulated shell (2) is fixedly connected, and clinker Kuku top room (10) is connected with per pass longitudinal beam connected (8) upper end, is also set in storehouse top reticulated shell (2)
Multiple tracks support beam (11) is put, per pass support beam (11) is in cirque structure, and multiple tracks support beam (11) is set to diameter dimension not
Equal structure, per pass support beam (11) with per pass longitudinal beam connected (8) while be welded to connect, setting in clinker Kuku top room (10)
Machine for zipper (12).
7. clinker library structure according to claim 1, it is characterised in that：Described silo (1) is cylinder-like structure,
The silo Ku Bi upper ends (5) of silo (1) are in cirque structure, and the lower tie-beam (3) of storehouse top reticulated shell (2) is in cirque structure,
Silo (1) is the structure that armored concrete is made.
8. clinker library structure according to claim 3, it is characterised in that：Described lower tie-beam (3) lower surface
When each sliding groove (4) active card is on a projection (15), the limited block I (6) of the sliding groove (4) is set to be located at silo
The structure of Ku Bi upper ends (5) inner side, the limited block II (7) of per pass sliding groove (4) is set to be located at silo Ku Bi upper ends
The structure of portion (5) outer fix.
9. clinker library structure according to claim 7, it is characterised in that：Described silo Ku Bi upper ends (5)
Diameter dimension is set to the structure equal with the diameter dimension of lower tie-beam (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710645478.3A CN107201844A (en) | 2017-08-01 | 2017-08-01 | A kind of clinker library structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710645478.3A CN107201844A (en) | 2017-08-01 | 2017-08-01 | A kind of clinker library structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107201844A true CN107201844A (en) | 2017-09-26 |
Family
ID=59911540
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710645478.3A Pending CN107201844A (en) | 2017-08-01 | 2017-08-01 | A kind of clinker library structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107201844A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113137102A (en) * | 2021-05-18 | 2021-07-20 | 中国中材国际工程股份有限公司 | Assembled type warehouse roof structure and installation method thereof |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE4328314A1 (en) * | 1993-08-23 | 1995-03-02 | Kraus Werner | Mixing and supply silo for powdered bulk goods |
| CN201141220Y (en) * | 2007-12-06 | 2008-10-29 | 中国中材国际工程股份有限公司 | Non-central supporting cement clinker warehouse |
| CN201381668Y (en) * | 2009-03-16 | 2010-01-13 | 安徽省建筑科学研究设计院 | Improved cement clinker warehouse |
| CN101691823A (en) * | 2009-08-27 | 2010-04-07 | 安徽海螺建材设计研究院 | Cement clinker library |
| CN102296858A (en) * | 2011-06-29 | 2011-12-28 | 中建二局第三建筑工程有限公司 | Cement production line clinker storage warehouse roof steel structure and construction method thereof |
| CN202706626U (en) * | 2012-06-19 | 2013-01-30 | 广西鱼峰水泥股份有限公司 | Cement clinker storeroom |
| CN207063655U (en) * | 2017-08-01 | 2018-03-02 | 安徽海螺建材设计研究院 | Clinker library structure |
-
2017
- 2017-08-01 CN CN201710645478.3A patent/CN107201844A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE4328314A1 (en) * | 1993-08-23 | 1995-03-02 | Kraus Werner | Mixing and supply silo for powdered bulk goods |
| CN201141220Y (en) * | 2007-12-06 | 2008-10-29 | 中国中材国际工程股份有限公司 | Non-central supporting cement clinker warehouse |
| CN201381668Y (en) * | 2009-03-16 | 2010-01-13 | 安徽省建筑科学研究设计院 | Improved cement clinker warehouse |
| CN101691823A (en) * | 2009-08-27 | 2010-04-07 | 安徽海螺建材设计研究院 | Cement clinker library |
| CN102296858A (en) * | 2011-06-29 | 2011-12-28 | 中建二局第三建筑工程有限公司 | Cement production line clinker storage warehouse roof steel structure and construction method thereof |
| CN202706626U (en) * | 2012-06-19 | 2013-01-30 | 广西鱼峰水泥股份有限公司 | Cement clinker storeroom |
| CN207063655U (en) * | 2017-08-01 | 2018-03-02 | 安徽海螺建材设计研究院 | Clinker library structure |
Non-Patent Citations (2)
| Title |
|---|
| 马明等: "熟料库无中心支撑屋盖结构设计要点", 《水泥》 * |
| 马明等: "熟料库无中心支撑屋盖结构设计要点", 《水泥》, no. 02, 10 February 2008 (2008-02-10), pages 33 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113137102A (en) * | 2021-05-18 | 2021-07-20 | 中国中材国际工程股份有限公司 | Assembled type warehouse roof structure and installation method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101476360B (en) | Novel energy-consumption shock-absorbing filling wall board used for frame structure | |
| CN105507454A (en) | Deformation-controllable frame filling wall and construction method thereof | |
| CN104005490A (en) | Anti-buckling limit support member for reinforcing post-yield stiffness | |
| CN203808294U (en) | Hollow reinforced concrete shear wall with end posts with continuous spiral stirrups | |
| CN101672118B (en) | Main workshop structure of large heat power plant | |
| CN101876255B (en) | Middle partition wall structure for tunnel | |
| CN107201844A (en) | A kind of clinker library structure | |
| CN103669651A (en) | Infilled wall with build-in cross steel bars and manufacturing method of infilled wall | |
| CN108952284B (en) | Shear wall vertical damping bearing connecting piece and mounting method thereof | |
| CN207063655U (en) | Clinker library structure | |
| CN101956461B (en) | Steel bar arrangement method and steel bar arrangement device for reinforced concrete deep beam | |
| CN103883033A (en) | Filler wall with herringbone ladder rebars inlaid and construction method of filler wall | |
| CN106368317A (en) | Prefabricated frame, slotted shear walls and frame-shear-wall structure | |
| CN105568845A (en) | Replaceable shock-absorbing and energy-dissipating type double-leg high-pier system beam | |
| CN202969624U (en) | Slotted cutting type building structure soft steel damper | |
| CN208748695U (en) | Assembled underground pipe gallery | |
| CN204252311U (en) | Vertically punch mild steel damper | |
| CN103590505A (en) | Honeycomb-type steel plate damper | |
| CN103883036B (en) | Shear wall formed by embedding energy-dissipation bars between frame and wall with inbuilt multiple steel plates and construction method | |
| CN206360443U (en) | A kind of anti-seismic structure suitable for steel structure house | |
| CN202017279U (en) | Combined structure of shear wall formed by filling engineering fiber reinforced cementitious composites (ECC) concrete into rigid connection steel frame | |
| CN105464236B (en) | Self-resetting buckling restrained brace | |
| CN207277368U (en) | The anti-collapse rock-fall assembled spring energy dissipating bed course safeguard structure in canopy cave cave top | |
| CN109295973A (en) | System and method is surrendered in a kind of head damping of dynamic load prestress anchorage cable | |
| CN210917924U (en) | Anti-seismic building block and assembled prestressed dry-built-in lock anti-seismic system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | 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: 20170926 |