CN206189965U - Circular underground granary of prefabricated assembled of interior steel plated echelonment - Google Patents
Circular underground granary of prefabricated assembled of interior steel plated echelonment Download PDFInfo
- Publication number
- CN206189965U CN206189965U CN201620675339.6U CN201620675339U CN206189965U CN 206189965 U CN206189965 U CN 206189965U CN 201620675339 U CN201620675339 U CN 201620675339U CN 206189965 U CN206189965 U CN 206189965U
- Authority
- CN
- China
- Prior art keywords
- bulkhead plate
- plate
- bulkhead
- prefabricated
- layer
- 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.)
- Withdrawn - After Issue
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 81
- 239000010959 steel Substances 0.000 title claims abstract description 81
- 230000003014 reinforcing Effects 0.000 claims abstract description 68
- 238000003466 welding Methods 0.000 claims description 20
- 239000003351 stiffener Substances 0.000 claims description 19
- 239000002689 soil Substances 0.000 claims description 9
- 230000002787 reinforcement Effects 0.000 claims description 6
- 238000005728 strengthening Methods 0.000 abstract description 4
- 238000010276 construction Methods 0.000 description 34
- 235000013339 cereals Nutrition 0.000 description 20
- 241001438449 Silo Species 0.000 description 12
- 239000011248 coating agent Substances 0.000 description 11
- 238000000576 coating method Methods 0.000 description 11
- 238000003860 storage Methods 0.000 description 8
- 230000002528 anti-freeze Effects 0.000 description 6
- 239000002270 dispersing agent Substances 0.000 description 6
- 239000003995 emulsifying agent Substances 0.000 description 6
- LYCAIKOWRPUZTN-UHFFFAOYSA-N glycol Chemical compound OCCO LYCAIKOWRPUZTN-UHFFFAOYSA-N 0.000 description 6
- 239000000463 material Substances 0.000 description 6
- 239000003381 stabilizer Substances 0.000 description 6
- 210000003205 Muscles Anatomy 0.000 description 5
- 238000010586 diagram Methods 0.000 description 5
- 239000003365 glass fiber Substances 0.000 description 4
- HWKQNAWCHQMZHK-UHFFFAOYSA-N Trolnitrate Chemical compound [O-][N+](=O)OCCN(CCO[N+]([O-])=O)CCO[N+]([O-])=O HWKQNAWCHQMZHK-UHFFFAOYSA-N 0.000 description 3
- 239000010426 asphalt Substances 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 3
- 239000000440 bentonite Substances 0.000 description 3
- 229910000278 bentonite Inorganic materials 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000000839 emulsion Substances 0.000 description 3
- 238000004134 energy conservation Methods 0.000 description 3
- 229940075507 glyceryl monostearate Drugs 0.000 description 3
- 239000001788 mono and diglycerides of fatty acids Substances 0.000 description 3
- 239000003921 oil Substances 0.000 description 3
- VBICKXHEKHSIBG-UHFFFAOYSA-N rac-1-monostearoylglycerol Chemical compound CCCCCCCCCCCCCCCCCC(=O)OCC(O)CO VBICKXHEKHSIBG-UHFFFAOYSA-N 0.000 description 3
- 239000007921 spray Substances 0.000 description 3
- REYJJPSVUYRZGE-UHFFFAOYSA-N stearylamine Chemical compound CCCCCCCCCCCCCCCCCCN REYJJPSVUYRZGE-UHFFFAOYSA-N 0.000 description 3
- 239000004575 stone Substances 0.000 description 3
- QAOWNCQODCNURD-UHFFFAOYSA-L sulfate Chemical compound [O-]S([O-])(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-L 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 238000007906 compression Methods 0.000 description 2
- 238000001514 detection method Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- KRHYYFGTRYWZRS-UHFFFAOYSA-M fluoride anion Chemical compound [F-] KRHYYFGTRYWZRS-UHFFFAOYSA-M 0.000 description 2
- 239000003673 groundwater Substances 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000011344 liquid material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000000843 powder Substances 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 229920001909 styrene-acrylic polymer Polymers 0.000 description 2
- 230000036536 Cave Effects 0.000 description 1
- 241000238631 Hexapoda Species 0.000 description 1
- 210000001624 Hip Anatomy 0.000 description 1
- 241000607479 Yersinia pestis Species 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000003111 delayed Effects 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 229910052731 fluorine Inorganic materials 0.000 description 1
- 239000011737 fluorine Substances 0.000 description 1
- YCKRFDGAMUMZLT-UHFFFAOYSA-N fluorine atom Chemical compound [F] YCKRFDGAMUMZLT-UHFFFAOYSA-N 0.000 description 1
- 235000013305 food Nutrition 0.000 description 1
- 239000008187 granular material Substances 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006011 modification reaction Methods 0.000 description 1
- 238000010606 normalization Methods 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 230000003319 supportive Effects 0.000 description 1
- 230000001629 suppression Effects 0.000 description 1
- 231100000167 toxic agent Toxicity 0.000 description 1
- 239000003440 toxic substance Substances 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
Abstract
The utility model provides a circular underground granary of prefabricated assembled of interior steel plated echelonment, at the bottom of includes the storehouse, the prefabricated bulkhead board of polylith, storehouse header panel, multifunctional columnar, multilayer enhancement post, the bulkhead board is the prefabricated plate of arc, and it can be connected with adjacent bulkhead board, multifunctional columnar and multilayer enhancement post through connecting device, multifunctional columnar advances line location to the bulkhead, and the degree of depth during its anchor buries is greater than the storehouse bottom plate degree of depth, to lower minute round number section on the multifunctional columnar follow, the first section inboard of the superiors is equipped with first layer bulkhead board, the inboard enhancement post that is equipped with earlier of second section for strengthening post medial surface and first layer bulkhead inboard side parallel and level, strengthening the post medial surface again and be equipped with second floor bulkhead board, the messenger wins, two layers of bulkhead board divide the overlap joint, with the above -mentioned similar mode that sets up for second, three -layer bulkhead board divide overlap joint, overlap joint to bottom one deck bulkhead board always, prefabricated bulkhead inboard side steel sheet adopts the anchor nailed joint with outside concrete, and the outside in the concrete slab of the outside is equipped with the reinforcing bar net.
Description
Technical field
The utility model is related to underground granary technical field, and in particular to a kind of interior stepped prefabricated assembled circle of steel plated
Shape underground granary.
Background technology
Underground granary is built under shallow layer surface, long-term low-temperature grain-storage, is kept grain quality, is suppressed insect pest generation, it is to avoid
It is stifling using toxic agents, resist corollary failure and many merits such as dual-purpose of drawing, many experts are consistent with scholar to think reasonable
Popularization and application underground grain storehouse new system and new technology, can realize low-temperature environment-friendly, energy-conservation save land, detraction of guaranteeing the quality, ecological grain storage.
The existing underground granary of China typically in the relatively low general loess of level of ground water and is adapted to being stained with property area, such as cave dwelling
Storehouse, loudspeaker storehouse, double curvature arch storehouse, semi-underground bin, hole shape loudspeaker storehouse；Simultaneously built underground bin is generally brickwork construction, and capacity is small, accounts for
Ground area is big, mechanization degree is low.
In order to build be useful in that level of ground water is higher, complex geological condition region can popularization and application Novel underground silo,
Some national patents and document it is also proposed circular grain bin, and combined type is enclosed in the large space Underground Rectangular that cylinder, semicircular cylinder are surrounded, stake
The storehouse such as underground bin type, but the popularization and application of above-mentioned new storehouse type, also in the presence of some problem demanding prompt solutions, such as：(1) underground grain storage
Storehouse has high standard waterproof, moistureproof requirement.Ensure that warehouse is water-tight within service life, it is impermeable；The web material of use is easy
Aging, working procedure is complicated, and difficulty is big, construction quality problem easily occurs.(2) the wet trade environment construction period of deep basal pit
It is long.After excavation of foundation pit, precipitation, orlop plate is cast-in-place, bulkhead slding form operation needs to be carried out in wet trade environmental condition for a long time, and work is strong
Degree is big, long construction period, and construction cost is high.(3) pattern foundation pit supporting structure is costly.For such deep basal pit, " piling bar+waist rail+water shutoff steel
Plate " pattern foundation pit supporting structure is relatively inexpensive mode, but expense accounts for the 25-30% of civil engineering construction cost, and construction cost is higher.
A kind of underground granary of the disclosure of the invention of Application No. CN200910207155.1, including silo roof, bulkhead and orlop,
The bulkhead Covered with Angles, steel plate can separately as the waterproof of bulkhead, damp-proof layer, also can bulkhead be connected to be formed with steel plate steel member
The bulkhead of combining structure comes waterproof, protection against the tide.Underground granary bulkhead is shaped as linear or shaped form, such as cylindrical shape, square tube shape,
Semicircle bulkhead etc..The invention solves the waterproof and dampproof problem of orlop plate by encased steel plate.Constructed in orlop simultaneously
When, steel plate accelerates speed of application as template, reduces construction cost, but its construction is constructed for cast in situs, and the construction
Method needs to carry out excavation of foundation pit, so there is the deficiencies such as integral constructing high cost, long construction period.
A kind of underground granary of the disclosure of the invention of Application No. CN200910207154.7, including silo roof, bulkhead and orlop,
The bulkhead is divided into inner and outer wall, and entirety is linked to be using connector between inwall and outer wall, and cavity is formed between inwall and outer wall,
The cavity is used for the detection and reparation of underground granary leak, and for underground granary ventilation and the detection of grain feelings.The invention silo
Excavation of foundation pit is also required to, there is the deficiencies such as construction trouble, the high, long construction period of construction cost.
Prefabricated construction is one of the effective way for realizing building structure industrialization and building energy conservation section row, for a long time with
Come, concrete construction is mainly using the traditional work mode of site operation, and industrialization degree is low, water consume, energy consumption, artificial rubbish,
Quantity of wastewater effluent is big, does not meet the Sustainable development policies of national energy-saving and environmental protection.Using fabricated construction, can be pre- with factory
System, assembled in situ, realize building structure industrialization, while material can be effectively improved in building energy conservation and the effect of structural behaviour
Rate, energy saving and resource, reduce harmful effect, the limitation of reduction construction site of building waste and environment etc..Therefore, in order to carry
For it is a kind of " it is fast, good, save " the new storehouse type of underground grain storage, researching and developing prefabricated assembled Novel underground storehouse has turned into required.
Utility model content
The purpose of this utility model is to provide a kind of interior stepped prefabricated assembled circular underground granary of steel plated, and this is pre-
Assembled underground granary processed can replace waterproof roll and bulkhead internal layer reinforcing bar using interior steel plated, with preferable waterproof, antiseepage
Effect and comprehensive benefit；Prefabricated bulkhead plate can be produced in prefabricated components factory normalization, and processing and manufacturing quality can be controlled effectively
Energy-conserving and environment-protective again, Prefabricated Assembling, mechanization installation can crossed construction, shortening construction period.In addition, prefabricated
Warehouse structure can save pattern foundation pit supporting structure cost as foundation pit supporting system, reduce construction investment.
Solution of the present utility model is：A kind of prefabricated assembled underground granary, the flat shape of the underground granary is
Circle, including the prefabricated bulkhead plate of orlop, polylith, silo roof beam slab, multiple function, multilayer reinforcing prop, described bulkhead plate are arc
There are attachment means on prefabricated chunk, periphery, can be with adjacent bulkhead plate, multiple function and multilayer reinforcing prop by attachment means bulkhead plate
It is attached；The multiple function is positioned to bulkhead, and its depth anchored into soil is more than storehouse bottom plate depth, is subject to soil pressure
The main bearing member of power, pressure and resistance buoyancy；Multiple function is divided into several sections, in the first paragraph of the superiors from top to bottom
Side is provided with ground floor bulkhead plate, and second segment inner side is first provided with reinforcing prop so that reinforcing prop medial surface and ground floor bulkhead plate inner side
Face is concordant, then is provided with second layer bulkhead plate in reinforcing prop medial surface so that first and second layer of bulkhead plate part overlap joint；Use above-mentioned class
As set-up mode so that second and third layer of bulkhead plate part overlap joint, overlap always to bottom one layer of bulkhead plate, form ladder
Shape assembled circle underground granary；The prefabricated bulkhead plate be inner side steel plate and outside concrete slab combine integral knot
Structure, inner side steel plate is connected with outside concrete using holdfast, and the outside in the concrete slab of outside is provided with bar-mat reinforcement.
It is of the present utility model to be characterised by prefabricated bulkhead plate multiple function and reinforcing prop using steel column or be provided with steel embedded part
Concrete column, multiple function is connected with reinforcing prop by bolt or soldered, and multiple function or reinforcing prop are provided with the firm structure of positioning
Part.Multiple function and reinforcing prop will ensure that its connecting elements with surrounding forms a common stress of entirety, so, with steel column or
The concrete column for being provided with steel embedded part can simply and easily be connected thereto Member Welding；Multiple function passes through bolt or weldering with reinforcing prop
Seam connects into an entirety, and with the increase of depth, the global sections size that the two is formed is increasing, so, can
To be reasonably resistant to from top to bottom with the increased soil pressure of depth, and structure design is more economically reasonable.Multiple function is determined
Position steel member can accurately be positioned when prefabricated bulkhead plate is installed, while before prefabricated bulkhead plate and multiple function welding
Fixation is provided.
It is of the present utility model to be further characterized in that in bulkhead plate top there is L-type cornerite, there is U-shaped bag on the bulkhead plate left side, the right
Angle.Bulkhead plate so can be easily set to be welded to connect with the contiguous prefabricated bulkhead plate of surrounding and multiple function or reinforcing prop.
It is of the present utility model to be further characterized in that in bulkhead plate top there is L-type cornerite, it is surrounded by steel on the bulkhead plate left side, the right
Plate, and left end is provided with that male is trapezoidal or half elliptic plug, right-hand member is provided with trapezoidal or half elliptic groove.So can be conveniently
Ground is attached contiguous prefabricated bulkhead plate, so as to accelerate speed of application, greatly shortens construction period
Of the present utility model to be characterised by that prefabricated bulkhead plate ring level is concordant, its outside is welded with multiple function or reinforcing prop
Connect in succession, contiguous prefabricated bulkhead plate inner side is connected with junction steel plate, and junction steel plate is used with prefabricated bulkhead plate and is welded to connect；Many
Poured in the cavity that functional column or reinforcing prop are surrounded with contiguous prefabricated bulkhead plate and junction steel plate and prefabricated bulkhead plate ad eundem
Water-proof concrete.So, on the outside of the prefabricated bulkhead plate with multiple function or reinforcing prop welding after ensure that inner side steel plate with it is many
Functional column or reinforcing prop keep an entirety in ring, so as to carry out effective waterproof to prefabricated bulkhead；In addition, in bulkhead plate
Inner side is welded to connect with junction steel plate, on the one hand there is a second waterproof measure that increased at node, and make multiple function or
Reinforcing prop and prefabricated bulkhead and the concrete between it form overall structure, make stress more reasonable, and node construction is more
It is simple and convenient.
Of the present utility model to be further characterized in that prefabricated bulkhead plate ring level is concordant, the male of every block of prefabricated bulkhead plate is trapezoidal
Semiellipse type plug insert that contiguous prefabricated bulkhead plate female is trapezoidal or semiellipse type slot in；Every block of prefabricated bulkhead plate and many work(
Can post or reinforcing prop be welded to connect, the perps on the inside of contiguous prefabricated bulkhead plate is directly connected and/or using butt welding with connecting steel
Plate weld is connected.First, first piece of left and right end outside of prefabricated bulkhead plate is welded with multiple function or reinforcing prop, then, will
The left end male of its contiguous prefabricated bulkhead plate in right side is trapezoidal or semiellipse type plug insert adjacent bulkhead plate female it is trapezoidal or half
Ellipse slot is interior and is welded to connect, and right-hand member female is trapezoidal or semiellipse type slot is welded with multiple function or reinforcing prop, according to
Above-mentioned welding method is installed successively, until completing this layer of installation of prefabricated bulkhead plate.So can not only make prefabricated bulkhead
The common stress of overall structure is formed with multiple function or reinforcing prop, and prefabricated bulkhead can be made to form one by being welded on ring
Individual closing is overall to be effectively carried out waterproof, protection against the tide, antiseepage；In addition, the connected mode of contiguous prefabricated bulkhead plate insertion slot type makes
Joint form and construction are simpler, so as to accelerate speed of application, greatly shorten construction period.
It is of the present utility model to be further characterized in that the vertical dislocation lap joint of the prefabricated upper and lower two-layer of bulkhead plate, upper and lower two-layer bulkhead plate
The elongated fillet weld seam of overlapping part.The prefabricated vertical dislocation lap joint mode of the upper and lower two-layer of bulkhead plate makes neighbouring bulkhead
The junction of plate is very convenient when constructing, and can preferably ensure construction quality；The overlapping part of upper and lower two-layer bulkhead plate it is logical
Angle welding long forms overall after on the one hand making the upper and lower seamless welding of steel plate, so as to prevent underground water from flowing into or infiltering underground well
Inside storehouse, upper and lower bulkhead plate is turned into an entirety in structure, soil is resisted jointly with multiple function or reinforcing prop
The external force such as pressure.
Of the present utility model being further characterized in that at the upper and lower two-layer dislocation lap joint of prefabricated bulkhead plate is provided with oblique stiffening plate,
Reinforcing plate and upper and lower bulkhead plate weld.When grain export, grain can be left at the upper and lower two-layer dislocation lap joint of prefabricated bulkhead plate
Food, grain cleans relatively difficult herein；On the one hand the oblique stiffening plate that lap-joint is provided with certain slope makes grain by flowing into certainly
In putting in storage, on the other hand the guarantee of second waterproof can be provided for bulkhead lap-joint, while on can strengthening in terms of the structure design
The connection of lower bulkhead.
It is of the present utility model to be further characterized in that circumferentially spaced at the upper and lower two-layer dislocation lap joint of prefabricated bulkhead plate being provided with
Ribbed stiffener；The ribbed stiffener cuts away right angle and forms by right angled triangle steel plate, and the ribbed stiffener is equal with adjacent prefabricated bulkhead plate up and down
Vertical welding；Ribbed stiffener is polylith, and vertically bulkhead plate overlapping part ring is uniformly distributed.The upper and lower two-layer of prefabricated bulkhead plate
The ribbed stiffener of circumferentially spaced setting is the connection for strengthening neighbouring bulkhead plate at dislocation lap joint, and what floor of putting more energy into was provided with cuts
The welding of angie type ribbed stiffener does not conflict spatially with the elongated angle welding of the overlapping part of upper and lower two-layer bulkhead plate；Ribbed stiffener with
The adjacent prefabricated equal vertical welding of bulkhead plate up and down makes the ability that junction at bulkhead improves its resist torque and shearing.
It is of the present utility model to be further characterized in that orlop using two-sided steel plate concrete combining structure, on base plate lower steel plate and its
Between concrete using holdfast connect.This two-sided combining structure bulkhead light plate as orlop plate template and replace steel
Muscle, saves the operating expenses of bulkhead, reduces the difficulty of construction of bulkhead, accelerates integral construction speed；Double-layer plate Combined concrete
Structure improves the rigidity and intensity of bulkhead, is effective against soil pressure and pressure, is conducive to underground bin to deeper bigger
Direction hair, increases the scope of application of the storehouse type, and be more beneficial for the waterproof and dampproof problem of silo.
It is of the present utility model to be further characterized in that described silo roof uses concrete-armor Plate.So, said structure
The resistance to compression of concrete and the tensile capacity of steel plate are given full play to, has made large span Hold Ceiling structure stress more reasonable, Er Qieshi
Man-hour can significantly reduce difficulty of construction, while can also accelerate speed of application with steel plate as template.
The multiple function and reinforcing prop for being further characterized in that underground granary of the present utility model use section form for straight line or
The open tubular column or solid post of curve.
Brief description of the drawings
Fig. 1 the first underground bin floor plan
Second underground bin floor plan of Fig. 2
First and second kind of underground bin section layout drawing of Fig. 3
The prefabricated bulkhead plate schematic cross-section of first and second kind of monolithic of Fig. 4
Fig. 5 the first first paragraph precast slab horizontal layout schematic diagram
The first second segment of Fig. 6 and paragraphs below precast slab horizontal layout schematic diagram
First and second kind of bulkhead node schematic diagram of Fig. 7
Second first paragraph precast slab horizontal layout schematic diagram of Fig. 8
Second second segment of Fig. 9 and paragraphs below precast slab horizontal layout schematic diagram
In accompanying drawing：1 is multiple function；2 is reinforcing prop；3 is prefabricated bulkhead；4 is silo roof；5 is orlop；6 is junction steel plate；
7 is ribbed stiffener；8 is oblique stiffening plate；9 is elongated angle welding；10 is grain port；11 is earthing；12 is water-proof concrete；13
It is inner side steel plate.
Specific embodiment
The utility model is further described with reference to the accompanying drawings and examples.
Embodiment one
As shown in Fig. 1, Fig. 3, Fig. 4, Fig. 5, Fig. 7：Present embodiments provide a kind of interior steel plated stepped prefabricated assembled
Circular underground granary.It is described including the prefabricated bulkhead plate 3 of orlop 5, polylith, Hold Ceiling 4, multiple function 1, multilayer reinforcing prop 2
Bulkhead plate 3 is arc prefabricated chunk, and there are attachment means on periphery, can be with adjacent bulkhead plate, multi-functional by attachment means bulkhead plate
Post 1 and multilayer reinforcing prop 2 are attached；The multiple function 1 is positioned to bulkhead.Multiple function 1 is divided into number from top to bottom
Section, the first paragraph inner side of the superiors is provided with ground floor bulkhead plate 3, and second segment inner side is first provided with reinforcing prop 2 so that reinforcing prop inner side
Face is concordant with ground floor bulkhead 3 medial surfaces of plate, then is provided with second layer bulkhead plate 3 in reinforcing prop medial surface so that first and second layer of storehouse
Wallboard part overlaps；With above-mentioned similar set-up mode so that second and third layer of bulkhead plate part overlap joint, overlap always under most
One layer of face bulkhead plate, forms stepped assembled circle underground granary；The prefabricated bulkhead plate 3 is inner side steel plate 13 and outside
Concrete slab combines integral structure, and inner side steel plate 13 is connected with outside concrete using holdfast, in the concrete slab of outside
Outside is provided with bar-mat reinforcement.There is L-type cornerite in the top of bulkhead plate 3, have U-shaped cornerite on the left side of bulkhead plate 3, the right.
The ring level of prefabricated bulkhead plate 3 is concordant, and its outside is welded to connect with multiple function 1 or reinforcing prop 2, contiguous prefabricated storehouse
The inner side junction steel plate 6 of wallboard 3 is connected, and junction steel plate 6 is used with prefabricated bulkhead plate 3 and is welded to connect；In multiple function 1 or reinforcement
Post 2 with an intensity identical with prefabricated bulkhead plate 3 or high is poured in the cavity that contiguous prefabricated bulkhead plate 3 and junction steel plate 6 are surrounded
The water-proof concrete 12 of grade.
The vertical dislocation lap joint of upper and lower two-layer of the prefabricated bulkhead plate 3, the overlapping part of upper and lower two-layer bulkhead plate is with elongated
Angle welding 9 is welded.Be provided with oblique stiffening plate 8 at the upper and lower two-layer dislocation lap joint of the prefabricated bulkhead plate 3, reinforcing plate 8 with it is upper and lower
Bulkhead plate 3 is welded.It is circumferentially spaced at the upper and lower two-layer dislocation lap joint of the prefabricated bulkhead plate 3 to be provided with ribbed stiffener 7；It is described
Ribbed stiffener 7 cuts away right angle and forms by right angled triangle steel plate, the ribbed stiffener 7 and adjacent prefabricated bulkhead plate 3 equal vertical welding up and down；
Ribbed stiffener 7 is polylith, and vertically the overlapping part ring of bulkhead plate 3 is uniformly distributed.
Embodiment two
As shown in Fig. 2, Fig. 3, Fig. 4, Fig. 7, Fig. 8：The present embodiment additionally provides a kind of stepped prefabrication and assembly construction of encased steel plate
Formula circle underground granary.It is described including the prefabricated bulkhead plate 3 of orlop 5, polylith, Hold Ceiling 4, multiple function 1, multilayer reinforcing prop 2
Bulkhead plate 3 is arc prefabricated chunk, and there are attachment means on periphery, can be with adjacent bulkhead plate, multi-functional by attachment means bulkhead plate
Post 1 and multilayer reinforcing prop 2 are attached；The multiple function 1 is positioned to bulkhead.Multiple function 1 is divided into number from top to bottom
Section, the first paragraph inner side of the superiors is provided with ground floor bulkhead plate 3, and second segment inner side is first provided with reinforcing prop 2 so that reinforcing prop inner side
Face is concordant with ground floor bulkhead 3 medial surfaces of plate, then is provided with second layer bulkhead plate 3 in reinforcing prop medial surface so that first and second layer of storehouse
Wallboard part overlaps；With above-mentioned similar set-up mode so that second and third layer of bulkhead plate part overlap joint, overlap always under most
One layer of face bulkhead plate, forms stepped assembled circle underground granary；The prefabricated bulkhead plate 3 is inner side steel plate 13 and outside
Concrete slab combines integral structure, and inner side steel plate 13 is connected with outside concrete using holdfast, in the concrete slab of outside
Outside is provided with bar-mat reinforcement.There is L-type cornerite in the top of bulkhead plate 3, steel plate is surrounded by the left side of bulkhead plate 3, the right, and left end is provided with
Male is trapezoidal or half elliptic plug, and right-hand member is provided with trapezoidal or half elliptic groove.
The ring level of prefabricated bulkhead plate 3 is concordant, and the male of every block of prefabricated bulkhead plate 3 is trapezoidal or semiellipse type plug is inserted
Enter that the contiguous prefabricated female of bulkhead plate 3 is trapezoidal or semiellipse type slot in；Every block of prefabricated bulkhead plate 3 and multiple function 1 or reinforcing prop 2
It is welded to connect, the perps of the inner side of contiguous prefabricated bulkhead plate 3 is directly connected using butt welding and/or is welded to connect with junction steel plate.
The vertical dislocation lap joint of upper and lower two-layer of the prefabricated bulkhead plate 3, the overlapping part of upper and lower two-layer bulkhead plate is with elongated
Angle welding 9 is welded.Be provided with oblique stiffening plate 8 at the upper and lower two-layer dislocation lap joint of the prefabricated bulkhead plate 3, reinforcing plate 8 with it is upper and lower
Bulkhead plate 3 is welded.It is circumferentially spaced at the upper and lower two-layer dislocation lap joint of the prefabricated bulkhead plate 3 to be provided with ribbed stiffener 7；It is described
Ribbed stiffener 7 cuts away right angle and forms by right angled triangle steel plate, the ribbed stiffener 7 and adjacent prefabricated bulkhead plate 3 equal vertical welding up and down；
Ribbed stiffener 7 is polylith, and vertically the overlapping part ring of bulkhead plate 3 is uniformly distributed.
Embodiment three：
As shown in figures 1 and 3：The present embodiment additionally provides that a kind of encased steel plate is stepped prefabricated assembled circularly to descend grain
Storehouse.Including the prefabricated bulkhead plate 3 of orlop 5, polylith, Hold Ceiling 4, multiple function 1, multilayer reinforcing prop 2, described bulkhead plate 3 is arc
There are attachment means on shape prefabricated chunk, periphery, can be added with adjacent bulkhead plate, multiple function 1 and multilayer by attachment means bulkhead plate
Strong post 2 is attached；The multiple function 1 is positioned to bulkhead.Multiple function 1 is divided into several sections from top to bottom, the superiors
First paragraph inner side is provided with ground floor bulkhead plate 3, and second segment inner side is first provided with reinforcing prop 2 so that reinforcing prop medial surface and ground floor
The medial surface of bulkhead plate 3 is concordant, then is provided with second layer bulkhead plate 3 in reinforcing prop medial surface so that first and second layer of bulkhead plate part is taken
Connect；With above-mentioned similar set-up mode so that second and third layer of bulkhead plate part overlap joint, overlap always to bottom one layer of bulkhead
Plate, forms stepped assembled circle underground granary；The prefabricated bulkhead plate 3 is hardened for the concrete in inner side steel plate 13 and outside
Synthesize overall structure, inner side steel plate 13 is connected with outside concrete using holdfast, and the outside in the concrete slab of outside is provided with steel
Muscle net.
The orlop 5 is pyramidal structure, and the orlop 5 uses two-sided steel plate concrete combining structure.This steel plate coagulation
Native combining structure light plate as orlop plate template and replace reinforcing bar, it is not necessary to lay reinforcing bar in construction, save bulkhead
Operating expenses, reduces the difficulty of construction of orlop, accelerates integral construction speed；Double-layer plate concrete combined structure improves bulkhead
Rigidity and intensity, be effective against soil pressure and pressure, be conducive to underground granary to develop to deeper bigger direction, increase
The scope of application of the storehouse type, and it is more beneficial for the waterproof and dampproof problem of silo.
The silo roof 4 uses two-sided steel plate concrete combining structure, the silo roof 4 to set grain port 10, the silo roof 4
Top sets earthing 11.Two-sided steel plate concrete combining structure structure has given full play to the resistance to compression of concrete and the tension energy of steel plate
Power, makes large span Hold Ceiling structure stress more reasonable, and can be significantly reduced and apply with steel plate as template during construction
Work difficulty, while can also accelerate speed of application.Grain port sets and modernizes into the equipment of putting out cereal, and is easy to the storage of grain and carries
Take.
The underground granary can realize the storage of solid granulates, powder material or liquid material.The underground granary is sealed
Property and supportive it is fine, it is also possible to realize to powder, the storage of liquid material, coordinate different charging and discharging equipments, application
It is quite varied.
Example IV
As shown in figures 1 and 3：The present embodiment additionally provides that a kind of encased steel plate is stepped prefabricated assembled circularly to descend grain
Storehouse.Including the prefabricated bulkhead plate 3 of orlop 5, polylith, Hold Ceiling 4, multiple function 1, multilayer reinforcing prop 2, described bulkhead plate 3 is arc
There are attachment means on shape prefabricated chunk, periphery, can be added with adjacent bulkhead plate, multiple function 1 and multilayer by attachment means bulkhead plate
Strong post 2 is attached；The multiple function 1 is positioned to bulkhead.Multiple function 1 is divided into several sections from top to bottom, the superiors
First paragraph inner side is provided with ground floor bulkhead plate 3, and second segment inner side is first provided with reinforcing prop 2 so that reinforcing prop medial surface and ground floor
The medial surface of bulkhead plate 3 is concordant, then is provided with second layer bulkhead plate 3 in reinforcing prop medial surface so that first and second layer of bulkhead plate part is taken
Connect；With above-mentioned similar set-up mode so that second and third layer of bulkhead plate part overlap joint, overlap always to bottom one layer of bulkhead
Plate, forms stepped assembled circle underground granary；The prefabricated bulkhead plate 3 is hardened for the concrete in inner side steel plate 13 and outside
Synthesize overall structure, inner side steel plate 13 is connected with outside concrete using holdfast, and the outside in the concrete slab of outside is provided with steel
Muscle net.
The outer surface of bulkhead plate 3 sprays mask coating, and the mask coating includes that the material of following weight portion is made：Stone
115 parts of oil asphalt, 7 parts of glass fibre, 8 parts of bentonite, 6 parts of emulsifying agent, 1.5 parts of dispersant, 1.5 parts of stabilizer, Organic fluoride changes
25 parts of styrene-acrylic emulsion of property, 2.5 parts of antifreeze.
The emulsifying agent uses hydrogenated tallow amine, the dispersant to use glyceryl monostearate, the stabilizer to use
Sulfate, the antifreeze uses ethylene glycol.
Embodiment five
As shown in figures 1 and 3：The present embodiment additionally provides that a kind of encased steel plate is stepped prefabricated assembled circularly to descend grain
Storehouse.Including the prefabricated bulkhead plate 3 of orlop 5, polylith, Hold Ceiling 4, multiple function 1, multilayer reinforcing prop 2, described bulkhead plate 3 is arc
There are attachment means on shape prefabricated chunk, periphery, can be added with adjacent bulkhead plate, multiple function 1 and multilayer by attachment means bulkhead plate
Strong post 2 is attached；The multiple function 1 is positioned to bulkhead.Multiple function 1 is divided into several sections from top to bottom, the superiors
First paragraph inner side is provided with ground floor bulkhead plate 3, and second segment inner side is first provided with reinforcing prop 2 so that reinforcing prop medial surface and ground floor
The medial surface of bulkhead plate 3 is concordant, then is provided with second layer bulkhead plate 3 in reinforcing prop medial surface so that first and second layer of bulkhead plate part is taken
Connect；With above-mentioned similar set-up mode so that second and third layer of bulkhead plate part overlap joint, overlap always to bottom one layer of bulkhead
Plate, forms stepped assembled circle underground granary；The prefabricated bulkhead plate 3 is hardened for the concrete in inner side steel plate 13 and outside
Synthesize overall structure, inner side steel plate 13 is connected with outside concrete using holdfast, and the outside in the concrete slab of outside is provided with steel
Muscle net.
The outer surface of bulkhead plate 5 sprays mask coating, and the mask coating includes that the material of following weight portion is made：Stone
110 parts of oil asphalt, 10 parts of glass fibre, 9 parts of bentonite, 7.5 parts of emulsifying agent, 2 parts of dispersant, 2 parts of stabilizer, organic fluorine richness
30 parts of styrene-acrylic emulsion, 3 parts of antifreeze.
The emulsifying agent uses hydrogenated tallow amine, the dispersant to use glyceryl monostearate, the stabilizer to use
Sulfate, the antifreeze uses ethylene glycol.
Embodiment six
As shown in figures 1 and 3：The present embodiment additionally provides that a kind of encased steel plate is stepped prefabricated assembled circularly to descend grain
Storehouse.Including the prefabricated bulkhead plate 3 of orlop 5, polylith, Hold Ceiling 4, multiple function 1, multilayer reinforcing prop 2, described bulkhead plate 3 is arc
There are attachment means on shape prefabricated chunk, periphery, can be added with adjacent bulkhead plate, multiple function 1 and multilayer by attachment means bulkhead plate
Strong post 2 is attached；The multiple function 1 is positioned to bulkhead.Multiple function 1 is divided into several sections from top to bottom, the superiors
First paragraph inner side is provided with ground floor bulkhead plate 3, and second segment inner side is first provided with reinforcing prop 2 so that reinforcing prop medial surface and ground floor
The medial surface of bulkhead plate 3 is concordant, then is provided with second layer bulkhead plate 3 in reinforcing prop medial surface so that first and second layer of bulkhead plate part is taken
Connect；With above-mentioned similar set-up mode so that second and third layer of bulkhead plate part overlap joint, overlap always to bottom one layer of bulkhead
Plate, forms stepped assembled circle underground granary；The prefabricated bulkhead plate 3 is hardened for the concrete in inner side steel plate 13 and outside
Synthesize overall structure, inner side steel plate 13 is connected with outside concrete using holdfast, and the outside in the concrete slab of outside is provided with steel
Muscle net.
The outer surface of bulkhead plate 5 sprays mask coating, and the mask coating includes that the material of following weight portion is made：Stone
105 parts of oil asphalt, 13 parts of glass fibre, 10 parts of bentonite, 9 parts of emulsifying agent, 2.5 parts of dispersant, 2.5 parts of stabilizer, Organic fluoride
35 parts of modifying cinepazid emulsion, 3.5 parts of antifreeze.
The emulsifying agent uses hydrogenated tallow amine, the dispersant to use glyceryl monostearate, the stabilizer to use
Sulfate, the antifreeze uses ethylene glycol.
Example IV to six provide the special mask coating in bulkhead plate outer surface, bulkhead plate is played protection, corrosion-resistant work
With, antiseepage, sealing are played a part of to bulkhead, can be sprayed when bulkhead plate is prefabricated or be sprayed when assembling bulkhead at the scene, from
The technical barriers such as the junction seepage of corner, gap, irregular structure are fundamentally solved, the water proofing property of underground granary is enhanced
Energy.Glass fibre is added in mask coating, the toughness and tensile strength of coating is considerably increased, has delayed coating cracking
Time, increase its service life, and also there is certain supporting role for bulkhead.The antifreezing agent of addition can reduce low temperature pair
The damage of mask coating, it is ensured that the safe operation of cold district winter underground granary.
Finally illustrate, above example is only used to illustrate the technical solution of the utility model and unrestricted, this area
Other modifications or equivalent that those of ordinary skill is made to the technical solution of the utility model, without departing from this practicality
The spirit and scope of new technique scheme, all should cover in the middle of right of the present utility model.
Claims (9)
1. a kind of prefabricated assembled underground granary, the flat shape of the underground granary is prefabricated for circle, including orlop (5), polylith
Bulkhead plate (3), Hold Ceiling (4), multiple function (1), multilayer reinforcing prop (2), described bulkhead plate (3) is arc prefabricated chunk,
There are attachment means on periphery, can be entered with adjacent bulkhead plate, multiple function (1) and multilayer reinforcing prop (2) by attachment means bulkhead plate
Row connection；The multiple function (1) positions to bulkhead, and its depth anchored into soil is more than orlop (5) depth, is subject to soil
The main bearing member of pressure, pressure and resistance buoyancy；It is characterized in that：Multiple function (1) is divided into several sections from top to bottom,
The first paragraph inner side of the superiors is provided with ground floor bulkhead plate (3), and second segment inner side is first provided with reinforcing prop (2) so that in reinforcing prop
Side is concordant with ground floor bulkhead plate (3) medial surface, then is provided with second layer bulkhead plate (3) in reinforcing prop medial surface so that first,
Two layers of bulkhead plate part overlap joint；With above-mentioned similar set-up mode so that second and third layer of bulkhead plate part overlap joint, overlap always
To bottom one layer of bulkhead plate, stepped assembled circle underground granary is formed；The prefabricated bulkhead plate (3) is inner side steel plate
(13) and the concrete slab in outside combines integral structure, inner side steel plate (13) is connected with outside concrete using holdfast, outward
Outside in the concrete slab of side is provided with bar-mat reinforcement.
2. underground granary as claimed in claim 1, it is characterised in that：Described prefabricated bulkhead plate multiple function (1) and reinforcement
Post (2) is using steel column or is provided with the concrete column of steel embedded part, and multiple function (1) is connected with reinforcing prop (2) by bolt or soldered
Connect.
3. underground granary as claimed in claim 1, it is characterised in that：There is L-type cornerite in bulkhead plate (3) top, in bulkhead plate
(3) there is U-shaped cornerite on the left side, the right.
4. underground granary as claimed in claim 1, it is characterised in that：There is L-type cornerite in bulkhead plate (3) top, in bulkhead plate
(3) left side, the right are surrounded by steel plate, and left end is provided with that male is trapezoidal or half elliptic plug, and right-hand member is provided with trapezoidal or semiellipse
Connected in star.
5. underground granary as claimed in claim 3, it is characterised in that：Prefabricated bulkhead plate (3) ring level is concordant, its outside with
Multiple function (1) or reinforcing prop (2) are welded to connect, and contiguous prefabricated bulkhead plate (3) inner side is connected with junction steel plate (6), connects steel
Plate (6) is used with prefabricated bulkhead plate (3) and is welded to connect；In multiple function (1) or reinforcing prop (2) and contiguous prefabricated bulkhead plate (3)
And the interior waterproof for pouring a strength grade identical with prefabricated bulkhead plate (3) or high of cavity (12) that junction steel plate (6) is surrounded is mixed
Solidifying soil (12).
6. underground granary as claimed in claim 4, it is characterised in that：Prefabricated bulkhead plate (3) the ring level is concordant, every piece
The male of prefabricated bulkhead plate (3) is trapezoidal or semiellipse type plug inserts that contiguous prefabricated bulkhead plate (3) female is trapezoidal or semiellipse type
In slot；Every piece of prefabricated bulkhead plate (3) is welded to connect with multiple function (1) or reinforcing prop (2), in contiguous prefabricated bulkhead plate (3)
The perps of side is directly connected using butt welding and/or is welded to connect with junction steel plate.
7. underground granary as claimed in claim 1, it is characterised in that：The upper and lower two-layer of the prefabricated bulkhead plate (3) vertically misplaces
Overlap joint, the overlapping part of upper and lower two-layer bulkhead plate is welded with elongated angle welding (9).
8. underground granary as claimed in claim 1, it is characterised in that：The upper and lower two-layer dislocation of the prefabricated bulkhead plate (3) is taken
The place of connecing is provided with oblique stiffening plate (8), and reinforcing plate (8) is welded with upper and lower bulkhead plate (3).
9. underground granary as claimed in claim 1, it is characterised in that：The upper and lower two-layer dislocation of the prefabricated bulkhead plate (3) is taken
The place of connecing is circumferentially spaced to be provided with ribbed stiffener (7)；The ribbed stiffener (7) is cut away right angle and is formed by right angled triangle steel plate, should be added
Strength rib (7) and adjacent prefabricated bulkhead plate (3) up and down vertical welding；Ribbed stiffener (7) is polylith, vertically bulkhead plate (3) overlap joint
Position ring is uniformly distributed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620675339.6U CN206189965U (en) | 2016-06-29 | 2016-06-29 | Circular underground granary of prefabricated assembled of interior steel plated echelonment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620675339.6U CN206189965U (en) | 2016-06-29 | 2016-06-29 | Circular underground granary of prefabricated assembled of interior steel plated echelonment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206189965U true CN206189965U (en) | 2017-05-24 |
Family
ID=58736145
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620675339.6U Withdrawn - After Issue CN206189965U (en) | 2016-06-29 | 2016-06-29 | Circular underground granary of prefabricated assembled of interior steel plated echelonment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206189965U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106088763A (en) * | 2016-06-29 | 2016-11-09 | 刘丽华 | The stepped prefabricated assembled circular underground granary of steel plated in a kind of |
-
2016
- 2016-06-29 CN CN201620675339.6U patent/CN206189965U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106088763A (en) * | 2016-06-29 | 2016-11-09 | 刘丽华 | The stepped prefabricated assembled circular underground granary of steel plated in a kind of |
| CN106088763B (en) * | 2016-06-29 | 2018-05-08 | 刘丽华 | A kind of stepped prefabricated assembled circular underground granary of interior steel plated |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206035045U (en) | Prefabricated assembled underground granary of endocyst plastics | |
| CN206189972U (en) | Circular underground granary of prefabricated assembled of outer steel plated echelonment | |
| CN206189966U (en) | Circular underground granary of slot -in type prefabricated assembled of inside and outside equal steel plated | |
| CN206189968U (en) | Prefabricated assembled underground granary of inside lining plastics echelonment | |
| CN206035044U (en) | Prefabricated assembled underground granary of plastic cover echelonment | |
| CN206035052U (en) | Prefabricated caulking strips's in area circular underground granary of outer steel plated assembled | |
| CN206035051U (en) | Prefabricated caulking strips's in area circular underground granary of double -layer steel plate assembled | |
| CN206189965U (en) | Circular underground granary of prefabricated assembled of interior steel plated echelonment | |
| CN206189967U (en) | Circular underground granary of prefabricated assembled of inside and outside equal steel plated echelonment | |
| CN206189969U (en) | Prefabricated assembled rectangle underground granary of interior steel plated echelonment | |
| CN206189964U (en) | Circular underground granary of prefabricated assembled of steel plated in slot -in type | |
| CN206189414U (en) | Circular underground granary of slot -in type prefabricated bulkhead of outer steel plated | |
| CN206189970U (en) | Circular prefabricated assembled underground granary of inside and outside equal steel plated | |
| CN206189971U (en) | Circular underground granary of prefabricated assembled of outer steel plated | |
| CN206034482U (en) | Circular prefabricated assembled underground granary of interior steel plated | |
| CN206035043U (en) | Prefabricated assembled rectangle underground granary of outer steel plated echelonment | |
| CN206053490U (en) | A kind of stepped prefabricated assembled rectangular underground granary of interior encased steel plate | |
| CN206438511U (en) | A kind of double-deck assembled underground granary | |
| CN106088764B (en) | A kind of stepped prefabricated assembled circular underground granary of encased steel plate | |
| CN106088759B (en) | The equal stepped prefabricated assembled circular underground granary of steel plated inside and outside one kind | |
| CN206035050U (en) | Prefabricated bulkhead underground granary of slot -in type endocyst plastics | |
| CN106193744B (en) | The round prefabricated assembled underground granary of equal steel plated inside and outside one kind | |
| CN206035042U (en) | Prefabricated caulking strips's in area circular underground granary of interior steel plated assembled | |
| CN206035047U (en) | Prefabricated assembled underground granary of plastic cover | |
| CN106088762B (en) | A kind of prefabricated assembled round underground granary of insertion slot type encased steel plate |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20170524 Effective date of abandoning: 20180508 |
|
| AV01 | Patent right actively abandoned |