CN106193745B - A kind of stepped prefabricated assembled rectangular underground granary of interior encased steel plate - Google Patents

A kind of stepped prefabricated assembled rectangular underground granary of interior encased steel plate Download PDF

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Publication number
CN106193745B
CN106193745B CN201610525952.4A CN201610525952A CN106193745B CN 106193745 B CN106193745 B CN 106193745B CN 201610525952 A CN201610525952 A CN 201610525952A CN 106193745 B CN106193745 B CN 106193745B
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bulkhead plate
prefabricated bulkhead
prefabricated
plate
layer
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CN106193745A (en
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张昊
王振清
梁彩虹
张翠华
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Zhengzhou Ditian Grain Tank Factory Technology Co Ltd
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Henan University of Technology
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H7/00Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
    • E04H7/22Containers for fluent solids, e.g. silos, bunkers; Supports therefor
    • E04H7/24Constructions, with or without perforated walls, depending on the use of specified materials
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H7/00Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
    • E04H7/22Containers for fluent solids, e.g. silos, bunkers; Supports therefor
    • E04H2007/225Silos with retaining wall type wall elements, e.g. trench silos
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/10Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
    • Y02A40/51Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture specially adapted for storing agricultural or horticultural products

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

A kind of prefabricated assembled underground granary, the flat shape of the underground granary is rectangle, including orlop, the prefabricated bulkhead plate of polylith, silo roof, multiple function, reinforcing prop, the prefabricated bulkhead plate is rectangle prefabricated chunk, there is attachment device on periphery, can be attached by the prefabricated bulkhead plate of attachment device with contiguous prefabricated bulkhead plate, multiple function or reinforcing prop;The multiple function positions prefabricated bulkhead plate, its depth anchored into soil is more than orlop depth, is subject to soil pressure, pressure and the main bearing member for resisting buoyancy;It is characterized in that:Multiple function is divided into several sections from top to bottom, the prefabricated bulkhead plate of first layer is equipped with the inside of the first segment of the superiors, reinforcing prop is first equipped with the inside of second segment, so that reinforcing prop medial surface is concordant with the prefabricated bulkhead plate medial surface of first layer, the prefabricated bulkhead plate of the second layer is equipped with reinforcing prop medial surface so that first and second layer of prefabricated bulkhead plate part overlap joint again;With above-mentioned set-up mode so that second and third layer of prefabricated bulkhead plate part overlap joint, overlaps to bottom one layer of prefabricated bulkhead plate, form stepped assembled rectangular underground granary always;The prefabricated bulkhead plate combines integral structure for interior outside plate and the concrete slab between it, and interior outside plate and the concrete between it are connected using holdfast, in the prefabricated bulkhead plate left side, the right and upper following equal cornerite.

Description

A kind of stepped prefabricated assembled rectangular underground granary of interior encased steel plate
Technical field
The present invention relates to underground granary technical field, and in particular to a kind of interior stepped prefabricated assembled rectangle of encased steel plate 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, avoids Fumigated using toxic agents, resistance corollary failure and many merits such as dual-purpose of drawing, many experts are consistent with scholar to think reasonable Promote and apply underground grain storehouse new system and new technology, can realize low-temperature environment-friendly, it is energy saving save land, detraction of guaranteeing the quality, ecological grain storage.
The existing underground granary in China generally in the relatively low general loess of level of ground water and is adapted to being stained with property regional, such as cave dwelling Storehouse, loudspeaker storehouse, double curvature arch storehouse, semi-underground bin, hole shape loudspeaker storehouse;Underground bin built at the same time is mostly brickwork construction, and capacity is small, accounts for Ground area is big, mechanization degree is low.
The Novel underground silo that level of ground water is higher, complex geological condition region can promote and apply is useful in order to build, Some national patents and document it is also proposed circular grain bin, the large space Underground Rectangular that cylinder, semicircular cylinder surround, and combined type is enclosed in stake The storehouse such as underground bin type, but the popularization and application of above-mentioned new storehouse type, also there are some urgent problems to be solved, such as:(1) underground grain storage Storehouse has high standard waterproof, moisture-proof 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 construction environment construction period of deep basal pit It is long.After excavation of foundation pit, precipitation, orlop is cast-in-place, bulkhead slding form operation needs to carry out in wet construction environmental condition for a long time, labor intensity Greatly, long construction period, construction cost are 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, waterproof that steel plate can be separately as bulkhead, damp-proof layer, also can bulkhead be connected to be formed with steel member with steel plate The bulkhead of combining structure carrys out waterproof, moisture-proof.The shape of underground granary bulkhead is linear or shaped form, as cylindrical shape, square tube shape, Semicircle bulkhead etc..The invention solves the problems, such as the waterproof and dampproof of orlop by encased steel plate.At the same time when orlop is constructed, Steel plate is as template, and quickening speed of application, reduces construction cost, but its construction is constructed for cast in situs, and the construction party The deficiencies of method needs to carry out excavation of foundation pit, so of high cost there are integral constructing, 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, is linked to be entirety using connector between inner wall and outer wall, cavity is formed between inner wall 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 of high construction trouble, construction cost, long construction period.
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 mainly use site operation traditional work mode, industrialization degree is low, water consume, energy consumption, artificial rubbish, Quantity of wastewater effluent is big, does not meet national energy-saving and the Sustainable development policies of environmental protection., can be pre- with factory using fabricated construction System, assembled in situ, realize building structure industrialization, while can effectively improve material in building energy conservation and the effect of structural behaviour Rate, save the energy and resource, reduces the harmful effect of building waste and environment, reduces construction site limitation 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, research and develop prefabricated assembled Novel underground storehouse has become required.
The content of the invention
It is an object of the invention to provide a kind of interior stepped prefabricated assembled rectangular underground granary of encased steel plate, this is prefabricated Assembled underground granary can replace waterproof roll and prefabricated bulkhead plate outer reinforcement using encased steel plate, with preferable waterproof, Anti-seepage effect and comprehensive benefit;Prefabricated bulkhead plate can be produced in prefabricated components factory normalization, and processing and manufacturing quality can be effective Control again energy conservation and environmental protection, Prefabricated Assembling, mechanization installation, can crossed construction, shorten the construction period.In addition, Prefabricated warehouse structure can be used as foundation pit supporting system, save pattern foundation pit supporting structure cost, reduce construction investment.
The present invention solution be:A kind of prefabricated assembled underground granary, the flat shape of the underground granary is rectangle, Including orlop, the prefabricated bulkhead plate of polylith, silo roof, multiple function, reinforcing prop, the prefabricated bulkhead plate is rectangle prefabricated chunk, There is attachment device on periphery, can be carried out by the prefabricated bulkhead plate of attachment device with contiguous prefabricated bulkhead plate, multiple function or reinforcing prop Connection;The multiple function positions prefabricated bulkhead plate, its depth anchored into soil is more than orlop depth, is subject to soil pressure Power, pressure and the main bearing member for resisting buoyancy;It is characterized in that:Multiple function is divided into several sections from top to bottom, most upper Be equipped with the prefabricated bulkhead plate of first layer on the inside of the first segment of layer, reinforcing prop be first equipped with the inside of second segment so that reinforcing prop medial surface and The prefabricated bulkhead plate medial surface of first layer is concordant, then is equipped with the prefabricated bulkhead plate of the second layer in reinforcing prop medial surface so that first and second layer Prefabricated bulkhead plate part overlap joint;With above-mentioned set-up mode so that second and third layer of prefabricated bulkhead plate part overlap joint, overlaps always To bottom one layer of prefabricated bulkhead plate, stepped assembled rectangular underground granary is formed;The prefabricated bulkhead plate is interior outside steel Plate and the concrete slab between it combine integral structure, and interior outside plate and the concrete between it are connected using holdfast, In the prefabricated bulkhead plate left side, the right and upper following equal cornerite.
It is a feature of the present invention that prefabricated bulkhead plate multiple function and reinforcing prop use steel column or the coagulation equipped with steel embedded part Earth pillar, multiple function are connected with reinforcing prop by bolt or soldered, and multiple function or reinforcing prop are equipped with and position firm component.It is more Functional column and reinforcing prop will ensure that the connecting elements of itself and surrounding forms a common stress of entirety, in this way, with steel column or being equipped with The concrete column of steel embedded part can simply and easily be connected thereto Member Welding;Multiple function passes through bolt or soldered with reinforcing prop An entirety is connected into, and with the increase of depth, the global sections size that the two is formed is increasing, in this way, can have The resistance of effect ground is from top to bottom with the increased soil pressure of depth, and structure design is more economically reasonable.The positioning steel of multiple function Component can accurately be positioned when prefabricated bulkhead plate is installed, while be provided before prefabricated bulkhead plate and multiple function welding Fixation.
The present invention is further characterized in that the circumferential outside of prefabricated bulkhead plate is horizontal concordant, its outside and multiple function or reinforcing prop It is welded to connect, is welded to connect on the inside of contiguous prefabricated bulkhead plate with junction steel plate;In multiple function or reinforcing prop and contiguous prefabricated storehouse The water-proof concrete with prefabricated bulkhead plate ad eundem is poured in the cavity that siding and junction steel plate surround.In this way, in prefabricated storehouse With ensure that outside plate maintains an entirety in circumferential direction after multiple function or reinforcing prop welding on the outside of siding, so as to pre- Bulkhead processed carries out effective waterproof;In addition, being welded to connect on the inside of prefabricated bulkhead plate with junction steel plate, section is on the one hand added Second waterproof measure at point, and form multiple function or reinforcing prop and prefabricated bulkhead and the concrete between it Overall structure, makes stress more reasonable, the simpler convenience of node construction.
The present invention is further characterized in that prefabricated upper and lower two layers vertical dislocation lap joint of bulkhead plate, upper and lower two layers of prefabricated bulkhead plate Overlapping part with elongated fillet weld seam.Prefabricated upper and lower two layers vertical dislocation lap joint mode of bulkhead plate makes neighbouring prefabricated It is very convenient during the junction construction of bulkhead plate, it can preferably ensure construction quality;The overlap joint of upper and lower two layers of prefabricated bulkhead plate On the one hand the elongated angle welding at position makes steel plate be formed up and down after seamless welding overall, thus prevent well subsurface flow into or Infilter inside underground bin, upper and lower prefabricated bulkhead plate is become an entirety in structure, with positioning column or reinforcing prop The external force such as common resistance soil pressure.
The present invention, which is further characterized in that at upper and lower two layers of dislocation lap joint of prefabricated bulkhead plate, is equipped with oblique stiffening plate, strengthens Plate is welded with prefabricated bulkhead plate up and down.When grain export, grain can be left at upper and lower two layers of 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 equipped with certain slope makes grain by flowing into certainly In putting in storage, on the other hand second waterproof guarantee can be provided for prefabricated bulkhead plate lap-joint, while can in terms of structure design Strengthen the connection of prefabricated bulkhead plate up and down.
The present invention is further characterized in that at upper and lower two layers of dislocation lap joint of prefabricated bulkhead plate that circumferentially spaced be provided with is put more energy into Rib;The ribbed stiffener cuts away right angle by right angled triangle steel plate and forms, and the ribbed stiffener and adjacent prefabricated bulkhead plate up and down are vertical Welding;Ribbed stiffener is polylith, and vertically prefabricated bulkhead plate overlapping part circumferential direction is uniformly distributed.Upper and lower two layers of prefabricated bulkhead plate The ribbed stiffener of circumferentially spaced setting puts more energy into what floor was equipped with to strengthen the connection of neighbouring prefabricated bulkhead plate at dislocation lap joint The welding of corner cut formula ribbed stiffener does not conflict spatially with the elongated angle welding of the overlapping part of upper and lower two layers prefabricated bulkhead plate;Add Strength rib makes prefabricated bulkhead Ban Chu junctions improve its resist torque and shearing with the adjacent prefabricated equal vertical welding of bulkhead plate up and down Ability.
The present invention is further characterized in that orlop uses two-sided steel plate concrete combining structure, on bottom plate lower steel plate and its between Concrete using holdfast connect.This prefabricated bulkhead plate light plate of two-sided combining structure as orlop template and replace steel Muscle, saves the operating expenses of prefabricated bulkhead plate, reduces the difficulty of construction of prefabricated bulkhead plate, accelerates integral construction speed;Clad steel Board concrete combining structure improves the rigidity and intensity of prefabricated bulkhead plate, is effective against soil pressure and pressure, is conducive to Underground bin increases the scope of application of the storehouse type, and be more advantageous to the waterproof and dampproof problem of silo to the direction hair of deeper bigger.
The present invention is further characterized in that multiple function and reinforcing prop uses section form for the open tubular column of straight line or curve or Solid post.
The present invention is further characterized in that silo roof uses concrete-armor Plate.In this way, said structure gives full play to The resistance to compression of concrete and the tensile capacity of steel plate, make large span Hold Ceiling structure stress more reasonable, and can be used during construction Steel plate significantly reduces difficulty of construction, while can also accelerate speed of application as template.
The present invention is further characterized in that construction method comprises the following steps:(1) will be more in precalculated position according to design requirement Certain depth is driven underground in functional column;(2) surrounded in multiple function and first layer soil is excavated in region;(3) first layer soil is being excavated Afterwards, the prefabricated bulkhead plate of first layer is installed on the inside of multiple function;(4) after installing the prefabricated bulkhead plate of first layer, continuation is down dug Except second layer soil;(5) first layer reinforcing prop is installed on the inside of multiple function;(6) second layer is installed on the inside of first layer reinforcing prop Prefabricated bulkhead plate;(7) according to the construction method of above-mentioned (4)-(6) step, prefabricated bulkhead plate is installed downwards successively, until orlop position Put;(8) orlop construction is carried out;(9) construction of silo roof and beam is finally carried out, that is, completes the overall structure of underground granary.It is multi-functional Depth is driven underground depending on foundation bearing capacity, buoyancy, bulkhead soil pressure, grain lateral pressure many factors synthesis in column, local When base bearing capacity cannot meet engine request, positioning column and reinforcing prop can replace the vertical pressure that pile is transmitted by silo at this time Power;In addition, multiple function and reinforcing prop can also replace buoyancy of the uplift pile resistance underground water to silo;Multiple function can be to pre- Bulkhead plate processed is vertically positioned with circumferential direction, ensures that prefabricated every layer of bulkhead plate is vertical vertical, and circumferential direction forms an annulus, so that Make stress more reasonable;After completing multiple function construction, along height, fractional layer is installed from top to bottom;It is prefabricated in every layer of installation During bulkhead plate, height to be excavated first and is greater than or equal to prefabricated bulkhead plate height, diameter is greater than or equal to the space of warehouse overall diameter, Ensure that the soil body does not cave in digging process at the same time, could so give prefabricated bulkhead plate installation to leave construction space, ensure prefabricated Bulkhead plate construction safety is smoothed out;When cutting depth is below level of ground water, precipitation is first carried out, is then excavated; After installing every layer of prefabricated bulkhead plate, the slip casting between bulkhead surrounding soil and prefabricated bulkhead plate, in this way, the soil body, slurry and pre- Bulkhead plate processed forms a closely knit entirety, ensures that this layer soil body does not cave in, so as to ensure lower floor when excavating next layer soil body Safety when soil excavates.During every layer of prefabricated bulkhead plate installation, prefabricated bulkhead plate and adjacent multiple function or reinforcing prop are welded first Connect, ensure that prefabricated bulkhead plate is reliably connected with multiple function or reinforcing prop, then with the contiguous prefabricated storehouse of junction steel plate weld horizontal Siding;After adjacent two layers of prefabricated bulkhead plate installation in place up and down, first with the neighbouring bulkhead of elongated fillet weld seam, then edge weldering The circumferential installation ribbed stiffener of seam, finally installs oblique stiffening plate;After neighbouring bulkhead construction, in horizontally adjacent prefabricated bulkhead The water-proof concrete with prefabricated bulkhead plate ad eundem is poured between plate.By this construction method, excavate successively from top to bottom the soil body and Prefabricated bulkhead plate is installed, the cylinder warehouse structure that every layer of prefabricated bulkhead plate is formed can be used as foundation pit supporting system, in this way, well Silo warehouse structure is combined into one with foundation pit supporting system, has not only saved cost caused by independent progress pattern foundation pit supporting structure, Construction investment is substantially reduced, and substantially reduces the construction period of whole engineering.
Brief description of the drawings
Fig. 1 underground bin floor plans
Fig. 2 underground bin section layout drawings
The prefabricated bulkhead plate schematic cross-section of Fig. 3 monolithics
Fig. 4 first segment precast slab horizontal layout schematic diagrames
Fig. 5 second segments and paragraphs below precast slab horizontal layout schematic diagram
Fig. 6 first segments corner precast slab horizontal layout schematic diagram
Fig. 7 second segments and paragraphs below corner precast slab horizontal layout schematic diagram
Fig. 8 bulkhead node schematic diagrames
In attached drawing:1 is multiple function;2 be reinforcing prop;3 be prefabricated bulkhead plate;4 be silo roof;5 be orlop;6 be connection steel Plate;7 be ribbed stiffener;8 be oblique stiffening plate;9 elongated angle weldings;10 be earthing;12 be water-proof concrete;13 be inner side steel plate; 14 be outside plate;15 be Special-Shaped Column;16 be grain outlet.
Embodiment
The present invention is further illustrated with reference to the accompanying drawings and examples.
Embodiment one
As shown in Figure 1, Figure 2, shown in Fig. 3, Fig. 4, Fig. 6, Fig. 8:It is stepped prefabricated to present embodiments provide a kind of interior encased steel plate Assembled rectangular underground granary.Including orlop 5, the prefabricated bulkhead plate 3 of polylith, silo roof 4, multiple function 1, reinforcing prop 2, described is pre- Bulkhead plate 3 processed is rectangle prefabricated chunk, and there is attachment device on periphery, can be with contiguous prefabricated storehouse by the prefabricated bulkhead plate 3 of attachment device Siding 3, multiple function 1 or reinforcing prop 2 are attached;The multiple function 1 positions prefabricated bulkhead plate 3.Multiple function 1 It is divided into several sections from top to bottom, the prefabricated bulkhead plate 3 of first layer is equipped with the inside of the first segment of the superiors, is first equipped with and strengthens on the inside of second segment Column 2 so that 2 medial surface of reinforcing prop is concordant with prefabricated 3 medial surface of bulkhead plate of first layer, then is equipped with second in 2 medial surface of reinforcing prop The prefabricated bulkhead plate 3 of layer so that first and second layer of prefabricated 3 part of bulkhead plate overlap joint;With above-mentioned set-up mode so that second and third layer Prefabricated 3 part of bulkhead plate overlap joint, overlaps to bottom one layer of prefabricated bulkhead plate 3, forms stepped assembled rectangle underground always Silo;The prefabricated bulkhead plate combines integral structure, interior outside plate for interior outside plate and the concrete slab between it It is connected with the concrete between it using holdfast, in prefabricated 3 left side of bulkhead plate, the right and upper following equal cornerite.
The multiple function 1 and reinforcing prop 2 use steel column or the concrete column equipped with steel embedded part, and multiple function 1 is with adding Strong column 2 by bolt or is welded to connect, and multiple function 1 or reinforcing prop 2 are equipped with and position firm component.
The circumferential outside of prefabricated bulkhead plate 3 is horizontal concordant, its outside is welded to connect with multiple function 1 or reinforcing prop 2, phase Adjacent prefabricated 3 inner side junction steel plate 6 of bulkhead plate is welded to connect;Multiple function 1 or reinforcing prop 2 and contiguous prefabricated bulkhead plate 3 with And water-proof concrete 12 with prefabricated 3 ad eundem of bulkhead plate is poured in the cavity that surrounds of junction steel plate 6.
Described upper and lower two layers vertical dislocation lap joint of prefabricated bulkhead plate 3, the overlapping part of upper and lower two layers of prefabricated bulkhead plate 3 are used Elongated angle welding 9 is welded.Oblique stiffening plate 8, oblique reinforcement are equipped with upper and lower two layers of dislocation lap joint of the prefabricated bulkhead plate 3 Plate 8 is welded with upper and lower prefabricated bulkhead plate 3.It is circumferentially spaced at upper and lower two layers of dislocation lap joint of the prefabricated bulkhead plate 3 to be provided with Ribbed stiffener 7.
The ribbed stiffener 7 cuts away right angle by right angled triangle steel plate and forms, the ribbed stiffener 7 and adjacent prefabricated bulkhead plate up and down 3 equal vertical weldings;Ribbed stiffener 7 is polylith, and vertically prefabricated 3 overlapping part circumferential direction of bulkhead plate is uniformly distributed.
The underground granary can realize the storage of solid granulates, powder material or liquid material.
Embodiment two:
As depicted in figs. 1 and 2:Present embodiments provide a kind of stepped prefabricated assembled rectangle underground grain of interior encased steel plate Storehouse.Including orlop 5, the prefabricated bulkhead plate 3 of polylith, silo roof 4, multiple function 1, reinforcing prop 2, the prefabricated bulkhead plate 3 is rectangle There is attachment device on prefabricated chunk, periphery, can be with contiguous prefabricated bulkhead plate 3, multiple function 1 by the prefabricated bulkhead plate 3 of attachment device Or reinforcing prop 2 is attached;The multiple function 1 positions prefabricated bulkhead plate 3.Multiple function 1 is divided into number from top to bottom Section, the first segment inner side of the superiors are equipped with the prefabricated bulkhead plate 3 of first layer, are first equipped with reinforcing prop 2 on the inside of second segment so that reinforcing prop 2 medial surfaces are concordant with prefabricated 3 medial surface of bulkhead plate of first layer, then are equipped with the prefabricated bulkhead plate 3 of the second layer in 2 medial surface of reinforcing prop, So that first and second layer of prefabricated 3 part of bulkhead plate overlap joint;With above-mentioned set-up mode so that second and third layer of prefabricated bulkhead plate 3 Divide overlap joint, overlap always to bottom one layer of prefabricated bulkhead plate 3, form stepped assembled rectangular underground granary;It is described prefabricated Bulkhead plate combines integral structure, interior outside plate and the coagulation between it for interior outside plate and the concrete slab between it Soil is connected using holdfast, in prefabricated 3 left side of bulkhead plate, the right and upper following equal cornerite.
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 template and replace reinforcing bar, it is not necessary to construction when be laid with reinforcing bar, save applying for bulkhead Expenses of labour is used, and reduces the difficulty of construction of orlop, accelerates integral construction speed;Double-layer plate concrete combined structure improves bulkhead Rigidity and intensity, are effective against soil pressure and pressure, and the direction for being conducive to underground granary to deeper bigger is developed, and increases The scope of application of the storehouse type, and it is more advantageous to the waterproof and dampproof problem of silo.
The silo roof 4 uses two-sided steel plate concrete combining structure, and the silo roof 4 sets grain port 16, the silo roof 4 Top sets earthing 10.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 by the use of steel plate as template during construction Work difficulty, while can also accelerate speed of application.Grain port set modernize into equipment of putting out cereal, easy to grain storage and carry Take.
The underground granary can realize the storage of solid granulates, powder material or liquid material.The underground granary seals Property and supportive it is fine, can also realize the storage to powder, liquid material, coordinate different chargings and discharging equipment, apply It is quite varied.
Embodiment three
The present embodiment additionally provides a kind of construction method of the stepped prefabricated assembled rectangular underground granary of interior encased steel plate, Include the following steps:
1) multiple function 1 is driven underground by certain depth in precalculated position according to design requirement;
2) surrounded in multiple function 1 and first layer soil is excavated in region;
3) after first layer soil is excavated, in the inner side of the multiple function 1 installation prefabricated bulkhead plate 3 of first layer;
4) after installing the prefabricated bulkhead plate 3 of first layer, second layer soil is down excavated in continuation;
5) in the inner side of multiple function 1 installation first layer reinforcing prop 2;
6) in the inner side of the first layer reinforcing prop 2 installation prefabricated bulkhead plate 3 of the second layer;
7) according to above-mentioned 4) -6) construction method of step, prefabricated bulkhead plate 3 is installed downwards successively, until orlop position;
8) orlop 5 is carried out to construct;
9) construction of silo roof 4 and beam is finally carried out, that is, completes the overall structure of underground granary.
Depth is driven underground according to foundation bearing capacity, buoyancy, bulkhead soil pressure, grain lateral pressure many factors in multiple function Depending on synthesis, when foundation bearing capacity cannot meet engine request, positioning column and reinforcing prop can replace pile by silo at this time The vertical pressure transmitted;In addition, multiple function and reinforcing prop can also replace buoyancy of the uplift pile resistance underground water to silo;It is more Functional column can vertically position prefabricated bulkhead plate with circumferential direction, ensure that prefabricated every layer of bulkhead plate is vertical vertical, circumferential direction is formed One annulus, so that stress is more reasonable;After completing multiple function construction, along height, fractional layer is installed from top to bottom; When installing every layer of prefabricated bulkhead plate, height is excavated first and is greater than or equal to prefabricated bulkhead plate height, diameter is greater than or equal to storehouse The space of outer diameter, while ensure that the soil body does not cave in digging process, it could so give prefabricated bulkhead plate installation to leave and apply Work space, ensures that prefabricated bulkhead plate construction safety is smoothed out;When cutting depth is below level of ground water, first to be dropped Water, is then excavated;After installing every layer of prefabricated bulkhead plate, the slip casting between bulkhead surrounding soil and prefabricated bulkhead plate, this Sample, the soil body, slurry and prefabricated bulkhead plate form a closely knit entirety, ensure that this layer soil body is not when excavating next layer soil body Landslide, so as to ensure safety when subsoil excavates.During every layer of prefabricated bulkhead plate installation, first by prefabricated bulkhead plate with it is adjacent more Functional column or reinforcing prop welding, ensure that prefabricated bulkhead plate is reliably connected with multiple function or reinforcing prop, are then welded with junction steel plate Water receiving puts down contiguous prefabricated bulkhead plate;After adjacent two layers of prefabricated bulkhead plate installation in place up and down, first with above and below elongated fillet weld seam Adjacent bulkhead, then along the circumferential installation ribbed stiffener of weld seam, finally installs oblique stiffening plate;After neighbouring bulkhead construction, The water-proof concrete with prefabricated bulkhead plate ad eundem is poured between horizontally adjacent prefabricated bulkhead plate.By this construction method, from upper Excavate the soil body successively under and prefabricated bulkhead plate is installed, the cylinder warehouse structure that every layer of prefabricated bulkhead plate is formed can be used as foundation pit branch Watch box system, in this way, being well combined into one silo warehouse structure with foundation pit supporting system, has not only saved independent carry out foundation pit Cost caused by supporting, substantially reduces construction investment, and substantially reduces the construction period of whole engineering.
Example IV
As depicted in figs. 1 and 2:Present embodiments provide a kind of stepped prefabricated assembled rectangle underground grain of interior encased steel plate Storehouse.Including orlop 5, the prefabricated bulkhead plate 3 of polylith, silo roof 4, multiple function 1, reinforcing prop 2, the prefabricated bulkhead plate 3 is rectangle There is attachment device on prefabricated chunk, periphery, can be with contiguous prefabricated bulkhead plate 3, multiple function 1 by the prefabricated bulkhead plate 3 of attachment device Or reinforcing prop 2 is attached;The multiple function 1 positions prefabricated bulkhead plate 3.Multiple function 1 is divided into number from top to bottom Section, the first segment inner side of the superiors are equipped with the prefabricated bulkhead plate 3 of first layer, are first equipped with reinforcing prop 2 on the inside of second segment so that reinforcing prop 2 medial surfaces are concordant with prefabricated 3 medial surface of bulkhead plate of first layer, then are equipped with the prefabricated bulkhead plate 3 of the second layer in 2 medial surface of reinforcing prop, So that first and second layer of prefabricated 3 part of bulkhead plate overlap joint;With above-mentioned set-up mode so that second and third layer of prefabricated bulkhead plate 3 Divide overlap joint, overlap always to bottom one layer of prefabricated bulkhead plate 3, form stepped assembled rectangular underground granary;It is described prefabricated Bulkhead plate combines integral structure, interior outside plate and the coagulation between it for interior outside plate and the concrete slab between it Soil is connected using holdfast, in prefabricated 3 left side of bulkhead plate, the right and upper following equal cornerite.
Prefabricated 3 outer surface of the bulkhead plate spraying mask coating, the mask coating include the material system of following parts by weight Into:115 parts of 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 are organic 25 parts of fluorine richness styrene-acrylic emulsion, 2.5 parts of antifreeze.
The emulsifying agent uses hydrogenated tallow amine, and the dispersant uses glyceryl monostearate, and the stabilizer uses Sulfate, the antifreeze use ethylene glycol.
Embodiment five
As depicted in figs. 1 and 2:Present embodiments provide a kind of stepped prefabricated assembled rectangle underground grain of interior encased steel plate Storehouse.Including orlop 5, the prefabricated bulkhead plate 3 of polylith, silo roof 4, multiple function 1, reinforcing prop 2, the prefabricated bulkhead plate 3 is rectangle There is attachment device on prefabricated chunk, periphery, can be with contiguous prefabricated bulkhead plate 3, multiple function 1 by the prefabricated bulkhead plate 3 of attachment device Or reinforcing prop 2 is attached;The multiple function 1 positions prefabricated bulkhead plate 3.Multiple function 1 is divided into number from top to bottom Section, the first segment inner side of the superiors are equipped with the prefabricated bulkhead plate 3 of first layer, are first equipped with reinforcing prop 2 on the inside of second segment so that reinforcing prop 2 medial surfaces are concordant with prefabricated 3 medial surface of bulkhead plate of first layer, then are equipped with the prefabricated bulkhead plate 3 of the second layer in 2 medial surface of reinforcing prop, So that first and second layer of prefabricated 3 part of bulkhead plate overlap joint;With above-mentioned set-up mode so that second and third layer of prefabricated bulkhead plate 3 Divide overlap joint, overlap always to bottom one layer of prefabricated bulkhead plate 3, form stepped assembled rectangular underground granary;It is described prefabricated Bulkhead plate combines integral structure, interior outside plate and the coagulation between it for interior outside plate and the concrete slab between it Soil is connected using holdfast, in prefabricated 3 left side of bulkhead plate, the right and upper following equal cornerite.
Prefabricated 3 outer surface of the bulkhead plate spraying mask coating, the mask coating include the material system of following parts by weight Into:110 parts of asphalt, 10 parts of glass fibre, 9 parts of bentonite, 7.5 parts of emulsifying agent, 2 parts of dispersant, 2 parts of stabilizer are organic 30 parts of fluorine richness styrene-acrylic emulsion, 3 parts of antifreeze.
The emulsifying agent uses hydrogenated tallow amine, and the dispersant uses glyceryl monostearate, and the stabilizer uses Sulfate, the antifreeze use ethylene glycol.
Embodiment six
As depicted in figs. 1 and 2:Present embodiments provide a kind of stepped prefabricated assembled rectangle underground grain of interior encased steel plate Storehouse.Including orlop 5, the prefabricated bulkhead plate 3 of polylith, silo roof 4, multiple function 1, reinforcing prop 2, the prefabricated bulkhead plate 3 is rectangle There is attachment device on prefabricated chunk, periphery, can be with contiguous prefabricated bulkhead plate 3, multiple function 1 by the prefabricated bulkhead plate 3 of attachment device Or reinforcing prop 2 is attached;The multiple function 1 positions prefabricated bulkhead plate 3.Multiple function 1 is divided into number from top to bottom Section, the first segment inner side of the superiors are equipped with the prefabricated bulkhead plate 3 of first layer, are first equipped with reinforcing prop 2 on the inside of second segment so that reinforcing prop 2 medial surfaces are concordant with prefabricated 3 medial surface of bulkhead plate of first layer, then are equipped with the prefabricated bulkhead plate 3 of the second layer in 2 medial surface of reinforcing prop, So that first and second layer of prefabricated 3 part of bulkhead plate overlap joint;With above-mentioned set-up mode so that second and third layer of prefabricated bulkhead plate 3 Divide overlap joint, overlap always to bottom one layer of prefabricated bulkhead plate 3, form stepped assembled rectangular underground granary;It is described prefabricated Bulkhead plate combines integral structure, interior outside plate and the coagulation between it for interior outside plate and the concrete slab between it Soil is connected using holdfast, in prefabricated 3 left side of bulkhead plate, the right and upper following equal cornerite.
Prefabricated 3 outer surface of the bulkhead plate spraying mask coating, the mask coating include the material system of following parts by weight Into:105 parts of 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, has 35 parts of machine fluorine richness styrene-acrylic emulsion, 3.5 parts of antifreeze.
The emulsifying agent uses hydrogenated tallow amine, and the dispersant uses glyceryl monostearate, and the stabilizer uses Sulfate, the antifreeze use ethylene glycol.
Example IV provides the special mask coating in prefabricated bulkhead plate outer surface to six, prefabricated bulkhead plate is played protection, Corrosion-resistant acts on, and plays the role of antiseepage, sealing to bulkhead, can spray when prefabricated bulkhead plate is prefabricated or assemble storehouse at the scene Sprayed during wall, fundamentally solve corner, gap, irregular structure junction leakage etc. technical barrier, enhance underground The water resistance of silo.Glass fibre is added in mask coating, the toughness and tensile strength of coating is considerably increased, delays The time of coating cracking, increase its service life, and also there is certain supporting role for bulkhead.The antifreezing agent of addition can To reduce damage of the low temperature to mask coating, the safe operation of cold district winter underground granary ensure that.
Finally illustrate, the above embodiments are merely illustrative of the technical solutions of the present invention and it is unrestricted, this area is common Other modifications or equivalent substitution that technical staff makes technical scheme, without departing from technical solution of the present invention Spirit and scope, should all cover among scope of the presently claimed invention.

Claims (9)

1. a kind of prefabricated assembled underground granary, the flat shape of the underground granary is rectangle, including orlop (5), polylith are prefabricated Bulkhead plate (3), silo roof (4), multiple function (1), reinforcing prop (2), the prefabricated bulkhead plate (3) are rectangle prefabricated chunk, week While have attachment device, can be with contiguous prefabricated bulkhead plate (3), multiple function (1) or reinforcement by the prefabricated bulkhead plate (3) of attachment device Column (2) is attached;The multiple function (1) positions prefabricated bulkhead plate (3), its depth anchored into soil is more than orlop (5) depth, is subject to soil pressure, pressure and the main bearing member for resisting buoyancy;It is characterized in that:Multiple function (1) It is divided into several sections from top to bottom, the prefabricated bulkhead plate (3) of first layer is equipped with the inside of the first segment of the superiors, is first equipped with and adds on the inside of second segment Strong column (2) so that reinforcing prop (2) medial surface bulkhead plate (3) medial surface prefabricated with first layer is concordant, then on the inside of reinforcing prop (2) Face is equipped with the prefabricated bulkhead plate (3) of the second layer so that first and second layer of prefabricated bulkhead plate (3) part overlaps;With above-mentioned setting side Formula so that second and third layer of prefabricated bulkhead plate (3) part overlaps, and overlaps to bottom one layer of prefabricated bulkhead plate (3), is formed always Stepped assembled rectangular underground granary;Concrete slab of the prefabricated bulkhead plate (3) for interior outside plate and between it combines Integral structure, interior outside plate and the concrete between it are connected using holdfast, on prefabricated bulkhead plate (3) left side, the right With upper following equal cornerite.
2. underground granary as claimed in claim 1, it is characterised in that:The multiple function (1) and reinforcing prop (2) uses steel Column or the concrete column equipped with steel embedded part, multiple function (1) by bolt or are welded to connect with reinforcing prop (2), multiple function (1) Or reinforcing prop (2) is equipped with and positions firm component.
3. underground granary as claimed in claim 1, it is characterised in that:The circumferential outside of prefabricated bulkhead plate (3) is horizontal concordant, Its outside is welded to connect with multiple function (1) or reinforcing prop (2), is welded on the inside of contiguous prefabricated bulkhead plate (3) with junction steel plate (6) Connection;Poured in the cavity that multiple function (1) or reinforcing prop (2) are surrounded with contiguous prefabricated bulkhead plate (3) and junction steel plate (6) Build the water-proof concrete (12) with prefabricated bulkhead plate (3) ad eundem.
4. underground granary as claimed in claim 1, it is characterised in that:The upper and lower two layers vertical dislocation of prefabricated bulkhead plate (3) Overlap joint, the overlapping part of upper and lower two layers of prefabricated bulkhead plate (3) are welded with elongated angle welding (9).
5. underground granary as claimed in claim 1, it is characterised in that:Upper and lower two layers of dislocation of the prefabricated bulkhead plate (3) is taken Meet place and be equipped with oblique stiffening plate (8), reinforcing plate (3) is welded with prefabricated bulkhead plate (3) up and down.
6. underground granary as claimed in claim 1, it is characterised in that:Upper and lower two layers of dislocation of the prefabricated bulkhead plate (3) is taken The place of connecing is circumferentially spaced to be provided with ribbed stiffener (7).
7. underground granary as claimed in claim 6, it is characterised in that:The ribbed stiffener (7) is cut away by right angled triangle steel plate Right angle forms, the ribbed stiffener (7) and the adjacent equal vertical welding of prefabricated bulkhead plate (3) up and down;Ribbed stiffener (7) is polylith, vertically Prefabricated bulkhead plate (3) overlapping part circumferential direction is uniformly distributed.
8. underground granary as claimed in claim 1, it is characterised in that:The underground granary can realize solid granulates, powder The storage of material or liquid material.
9. a kind of construction method built such as the prefabricated assembled underground granary of claim 1-8 any one of them, its feature exist In:The construction method comprises the following steps:
(1) multiple function (1) is driven underground by certain depth in precalculated position according to design requirement;
(2) surrounded in multiple function (1) and first layer soil is excavated in region;
(3) after first layer soil is excavated, the installation prefabricated bulkhead plate (3) of first layer on the inside of multiple function (1);
(4) after installing the prefabricated bulkhead plate (3) of first layer, second layer soil is down excavated in continuation;
(5) the installation first layer reinforcing prop (2) on the inside of multiple function (1);
(6) the installation prefabricated bulkhead plate (3) of the second layer on the inside of first layer reinforcing prop (2);
(7) according to the construction method of above-mentioned (4)-(6) step, prefabricated bulkhead plate (3) is installed downwards successively, until orlop position;
(8) orlop (5) construction is carried out;
(9) construction of silo roof (4) and beam is finally carried out, that is, completes the overall structure of underground granary.
CN201610525952.4A 2016-06-29 2016-06-29 A kind of stepped prefabricated assembled rectangular underground granary of interior encased steel plate Active CN106193745B (en)

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AU557322B2 (en) * 1982-04-27 1986-12-18 Harnois, G.A.R. Underground shelter/storage
JPH0718669A (en) * 1993-06-17 1995-01-20 Kajima Corp Earth retaining wall with underground continuous wall
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CN202072170U (en) * 2011-01-23 2011-12-14 湖南省无机色釉料工程技术研究中心有限公司 Assembly type enamel steel plate grain bin
CN105178357A (en) * 2015-07-16 2015-12-23 中国建筑股份有限公司 Prefabricated subsurface structure under foundation trench open cutting condition and construction method for prefabricated subsurface structure under foundation trench open cutting condition
CN206053490U (en) * 2016-06-29 2017-03-29 河南工业大学 A kind of stepped prefabricated assembled rectangular underground granary of interior encased steel plate

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU557322B2 (en) * 1982-04-27 1986-12-18 Harnois, G.A.R. Underground shelter/storage
JPH0718669A (en) * 1993-06-17 1995-01-20 Kajima Corp Earth retaining wall with underground continuous wall
CN2443095Y (en) * 2000-08-24 2001-08-15 刘廷瑜 Prefabricated section assembled barn
CN201605860U (en) * 2009-07-15 2010-10-13 广东省电力设计研究院 Novel coal retaining wall structure for circular coal storage structure
CN202072170U (en) * 2011-01-23 2011-12-14 湖南省无机色釉料工程技术研究中心有限公司 Assembly type enamel steel plate grain bin
CN105178357A (en) * 2015-07-16 2015-12-23 中国建筑股份有限公司 Prefabricated subsurface structure under foundation trench open cutting condition and construction method for prefabricated subsurface structure under foundation trench open cutting condition
CN206053490U (en) * 2016-06-29 2017-03-29 河南工业大学 A kind of stepped prefabricated assembled rectangular underground granary of interior encased steel plate

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