CN206035050U - Prefabricated bulkhead underground granary of slot -in type endocyst plastics - Google Patents

Prefabricated bulkhead underground granary of slot -in type endocyst plastics Download PDF

Info

Publication number
CN206035050U
CN206035050U CN201620675173.8U CN201620675173U CN206035050U CN 206035050 U CN206035050 U CN 206035050U CN 201620675173 U CN201620675173 U CN 201620675173U CN 206035050 U CN206035050 U CN 206035050U
Authority
CN
China
Prior art keywords
plate
bulkhead plate
bulkhead
prefabricated
prefabricated bulkhead
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Withdrawn - After Issue
Application number
CN201620675173.8U
Other languages
Chinese (zh)
Inventor
张昊
张淑媛
王振清
常晨辉
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Henan University of Technology
Original Assignee
Henan University of Technology
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Henan University of Technology filed Critical Henan University of Technology
Priority to CN201620675173.8U priority Critical patent/CN206035050U/en
Application granted granted Critical
Publication of CN206035050U publication Critical patent/CN206035050U/en
Withdrawn - After Issue legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • 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

Abstract

The utility model discloses a prefabricated bulkhead underground granary of slot -in type endocyst plastics, including the storehouse at the bottom of, the prefabricated bulkhead board of polylith, cang ding, multifunctional columnar, the bulkhead board combines into holistic structure for the concrete slab in inboard plastic slab and the outside, and its left and right tip has all wrapped the steel sheet, and the left end is equipped with the trapezoidal or semiellipse type plug of protruding formula, and the right -hand member is equipped with the trapezoidal or semiellipse type slot of concave formula, and bulkhead board periphery has connecting device, be connected with adjacent bulkhead board, multifunctional columnar through connecting device bulkhead board ability, multifunctional columnar can advance line location to the bulkhead board, also is the main atress component that bears soil pressure, grain lateral pressure and resist buoyancy simultaneously, 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, and second section inboard is equipped with second floor bulkhead board, with the foretell mode that sets up, up to bottom one deck bulkhead board, forms assembled underground granary structure.

Description

Bag Plastic preform bulkhead underground granary in a kind of insertion slot type
Technical field
This utility model is related to underground granary technical field, and in particular to bag Plastic preform bulkhead underground in a kind of insertion slot type Silo.
Background technology
Underground granary is built under shallow layer surface, long-term low-temperature grain-storage, is kept grain quality, is suppressed insect pest to occur, 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 technique, 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 mostly is brickwork construction, and capacity is little, 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 the large space Underground Rectangular that cylinder, semicircular cylinder are surrounded, stake enclose combined type , also there are some problem demanding prompt solutions, such as in the storehouse such as underground bin type, but the popularization and application of above-mentioned new storehouse type:(1) underground grain storage Storehouse has high standard waterproof, moistureproof requirement.Guarantee that warehouse is water-tight in service life, it is impermeable;Using web material it 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 long-time to carry out in wet trade environmental condition, 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 beam column The bulkhead of combinative 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, is linked to be entirety using connector between inwall and outer wall, forms cavity between inwall and outer wall, The cavity is used for the detection and reparation of underground granary leak, and detects for underground granary ventilation and grain feelings.The invention silo Excavation of foundation pit is also required to, there is the deficiencies such as construction trouble, construction cost height, 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, mainly using the traditional work mode of site operation, industrialization degree is low for concrete construction, 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, the harmful effect of reduction building waste and environment, the restriction of reduction construction site 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 become required.
Utility model content
The purpose of this utility model is to provide bag Plastic preform bulkhead underground granary in a kind of insertion slot type, the prefabrication and assembly construction The interior plastic flitch of formula underground granary can replace waterproof roll, with preferable waterproof, anti-seepage effect and comprehensive benefit;Prefabricated storehouse Wallboard can be produced in prefabricated components factory normalization, processing and manufacturing quality can effective control again energy-conserving and environment-protective, Prefabricated is existing Assembling, mechanization installation, can crossed construction, shorten the construction period.In addition, prefabricated warehouse structure can be used as pattern foundation pit supporting structure System, saves pattern foundation pit supporting structure cost, reduces construction investment.
Solution of the present utility model is:A kind of prefabricated assembled underground granary, including orlop, the prefabricated bulkhead of polylith Plate, silo roof, multiple function, the bulkhead plate be inner side plastic plate and outside concrete slab combine integral structure, periphery There are attachment means, can be attached with adjacent bulkhead plate, multiple function by attachment means bulkhead plate;The multiple function can be right Bulkhead plate is positioned, and its depth anchored in soil is more than orlop depth, is subject to soil pressure, grain lateral pressure and opposing buoyancy Main bearing member;It is characterized in that:Multiple function is divided into several sections from top to bottom, is provided with first on the inside of the first paragraph of the superiors Layer bulkhead plate, is provided with second layer bulkhead plate on the inside of second segment, with above-mentioned similar set-up mode, until bottom one layer of bulkhead Plate, forms assembled underground granary structure;The left and right end of the prefabricated bulkhead plate is surrounded by steel plate, and left end is provided with male ladder Shape or semiellipse type plug, right-hand member are provided with that female is trapezoidal or semiellipse type slot.
It is of the present utility model to be characterised by described prefabricated bulkhead plate multiple function using steel column or be provided with the mixed of steel embedded part Solidifying soil, multiple function are provided with positioning steel beam column.Multiple function using steel column or be provided with steel embedded part can cause adjacent bulkhead plate with it is many Functional column is easily welded;The positioning steel beam column of multiple function can carry out accurately fixed when prefabricated bulkhead plate is installed Position, while provide fixation before prefabricated bulkhead plate with multiple function welding.
Of the present utility model to be further characterized in that prefabricated bulkhead plate ring level is concordant, per block, the male of prefabricated bulkhead plate is trapezoidal Semiellipse type plug insert that contiguous prefabricated bulkhead plate female is trapezoidal or semiellipse type slot in;Prefabricated bulkhead plate and many work(per block Energy post is welded to connect, and the perps on the inside of contiguous prefabricated bulkhead plate is directly connected using butt welding and/or connected with junction steel plate welding Connect.First, will weld with multiple function on the outside of the left and right end of first block of prefabricated bulkhead plate, then, by contiguous prefabricated storehouse on the right side of which The left end male of wallboard is trapezoidal or semiellipse type plug insert adjacent bulkhead plate female is trapezoidal or semiellipse type slot in and weld Connect in succession, right-hand member female is trapezoidal or semiellipse type slot is welded with multiple function, is installed according to above-mentioned welding method successively, Until completing the installation of this layer of prefabricated bulkhead plate.So can not only make prefabricated bulkhead common with the integral structure of Multifunctional cylindrical Stress, and prefabricated bulkhead can be made by being welded on the overall waterproof for carrying out node of one closing of ring formation, protection against the tide, preventing Ooze;In addition, the connected mode of contiguous prefabricated bulkhead plate insertion slot type makes joint form and construction simpler, so as to accelerate construction Speed, greatly shortens construction period.
It is of the present utility model to be further characterized in that on the inside of prefabricated bulkhead plate that plastic plate is connected using holdfast with outside concrete, Bulkhead plate (3) upper and lower side is provided with U-shaped pre-embedded steel slab, and the U-shaped that inner side plastic plate extends respectively to upper and lower side on the inside of bulkhead plate is pre- Bury steel plate.So, the interior plastic flitch of prefabricated bulkhead plate can replace waterproof roll, with preferable waterproof, anti-seepage effect and comprehensive Close benefit;Plastic plate is connected with the holdfast of concrete makes the two form an entirety, and holdfast can resist the lower modeling of soil pressure effect Shear action between material and concrete slab, while cohesive force prevents plastic plate from taking off with concrete well between holdfast and concrete From.Interior bag Plastic preform bulkhead plate avoids hard work during bulkhead waterproof coiled material construction, saves the construction of bulkhead waterproof Time, reduce labor cost;In addition, prefabricated bulkhead plate can be produced in prefabricated components factory normalization, processing and manufacturing quality Can effective control again energy-conserving and environment-protective, Prefabricated Assembling, mechanization installation, can crossed construction, shorten construction work Phase.U-shaped pre-embedded steel slab is provided with bulkhead plate upper and lower side, so, prefabricated bulkhead plate can be conveniently by U-shaped pre-embedded steel slab up and down An overall force structure is connected into junction steel plate.
It is of the present utility model to be further characterized in that the vertical outside of prefabricated bulkhead plate is concordant, neighbouring prefabricated storehouse wall panels end Inside and outside both sides are with being welded to connect with junction steel plate;Pour in the cavity that contiguous prefabricated bulkhead plate and junction steel plate are surrounded with Prefabricated bulkhead plate is identical or the water-proof concrete of high strongest grade.The big grain pair in the inner of soil pressure on the outside of underground bin The lateral pressure of bulkhead, so in bulkhead structure design, it is least favorable that during hole capital after selling all securities, underground bin is only subject to the force status of soil pressure , and the soil body gradually increases to the pressure of bulkhead from top to bottom actually along bulkhead, therefore, the thickness of per layer of prefabricated bulkhead plate should This carries out variable cross-section design according to bulkhead loading characteristic could more rationally, and bulkhead expenditure of construction could be more economical.Prefabricated bulkhead The vertical outside of plate is concordant, can both make per layer of prefabricated bulkhead plate be easier to weld with multiple function and position, and inner side can also root Factually border stressing conditions could be adjusted to meet rational variable cross-section design requirement.Neighbouring prefabricated storehouse wall panels end is inside and outside Both sides are welded to connect with junction steel plate, and pour water-proof concrete between them, so on the one hand can meet neighbouring pre- The Structural Design Requirement of making sheet connecting node, while inside and outside steel plate provides the reliable waterproof in two roads for the waterproof of bulkhead lap-joint arrange Apply.
It is of the present utility model to be further characterized in that on the inside of prefabricated bulkhead plate that plastic plate is connected using holdfast with outside concrete, Bulkhead plate is provided with the first pre-embedded steel slab on the inside of top, and following inner side is provided with the second pre-embedded steel slab, and inner side plastic plate is in bulkhead plate Side top extends to the first pre-embedded steel slab, on the inside of bulkhead plate extends to the second pre-embedded steel slab below.
So, the interior plastic flitch of prefabricated bulkhead plate can replace waterproof roll, with preferable waterproof, anti-seepage effect and comprehensive Close benefit;Plastic plate is connected with the holdfast of concrete makes the two form an entirety, and holdfast can resist the lower modeling of soil pressure effect Shear action between material and concrete slab, while cohesive force prevents plastic plate from taking off with concrete well between holdfast and concrete From.Interior bag Plastic preform bulkhead plate avoids hard work during bulkhead waterproof coiled material construction, saves the construction of bulkhead waterproof Time, reduce labor cost;In addition, prefabricated bulkhead plate can be produced in prefabricated components factory normalization, processing and manufacturing quality Can effective control again energy-conserving and environment-protective, Prefabricated Assembling, mechanization installation, can crossed construction, shorten construction work Phase.The first pre-embedded steel slab is provided with the inside of bulkhead plate top, following inner side is provided with the second pre-embedded steel slab, so, upper and lower prefabricated storehouse Wallboard can be connected into junction steel plate conveniently by the second pre-embedded steel slab of the first pre-embedded steel slab of lower bulkhead and lower bulkhead One overall force structure.
It is of the present utility model to be further characterized in that the vertical outside of prefabricated bulkhead plate is concordant, on the inside of neighbouring prefabricated bulkhead plate Horizontal joint is directly connected and/or is welded to connect with junction steel plate using butt welding.So, in neighbouring prefabricated storehouse wall panels end The butt welding of side and/or junction steel plate make the prefabricated bulkhead plate shape of levels into an overall structure, while the steel plate on bulkhead exists Node point connection forms the waterproof measure of a closing.
It is of the present utility model to be further characterized in that on the inside of prefabricated bulkhead plate that plastic plate is connected using holdfast with outside concrete, Bulkhead plate is provided with the first pre-embedded steel slab on the inside of top, and following inner side is provided with the second pre-embedded steel slab, and inner side plastic plate is in bulkhead plate Side top extends to the first pre-embedded steel slab, on the inside of bulkhead plate extends to the second pre-embedded steel slab below, and it is trapezoidal that lower end is provided with male Or semiellipse type plug, upper end is provided with that female is trapezoidal or semiellipse type slot.So, the interior plastic flitch of prefabricated bulkhead plate can generation For waterproof roll, with preferable waterproof, anti-seepage effect and comprehensive benefit;Plastic plate is connected with the holdfast of concrete makes the two shape Into an entirety, holdfast can resist the lower shear action between plastics and concrete slab of soil pressure effect, while holdfast and coagulation Between soil, cohesive force prevents plastic plate from departing from concrete well.Interior bag Plastic preform bulkhead plate avoids bulkhead waterproof roll Hard work during construction, saves the engineering time of bulkhead waterproof, reduces labor cost;In addition, prefabricated bulkhead plate can Produce in prefabricated components factory normalization, processing and manufacturing quality can effective control again energy-conserving and environment-protective, Prefabricated Assembling, Mechanization installation, can crossed construction, shorten the construction period.The first pre-embedded steel slab is provided with the inside of bulkhead plate top, below Inner side is provided with the second pre-embedded steel slab, so, up and down prefabricated bulkhead plate can conveniently by the first pre-embedded steel slab of lower bulkhead and Second pre-embedded steel slab junction steel plate of lower bulkhead connects into an overall force structure;Bulkhead plate lower end be provided with male it is trapezoidal or Semiellipse type plug, upper end are provided with that female is trapezoidal or semiellipse type slot, so can easily make neighbouring prefabricated bulkhead Plate is quickly connected, and so as to accelerate speed of application, greatly shortens construction period.
It is of the present utility model to be further characterized in that the vertical outside of prefabricated bulkhead plate is concordant, the male of prefabricated bulkhead plate lower end per block Trapezoidal or semiellipse type plug insert contiguous prefabricated bulkhead plate upper end female is trapezoidal or semiellipse type slot in;It is neighbouring pre- Horizontal joint on the inside of bulkhead plate processed is directly connected and/or is welded to connect with junction steel plate using butt welding.Per layer of prefabricated bulkhead plate The male of lower end is trapezoidal or semiellipse type plug provides positioning and interconnection function, lower floor when can install for adjacent lower bulkhead plate The female of bulkhead plate upper end is trapezoidal or semiellipse type slot can play the relative displacement of constraint radial direction, resists node point connection Shearing.
It is of the present utility model to be further characterized in that plastic plate connection plastic plate connection on the inside of contiguous prefabricated bulkhead plate, connection modeling On the inside of flitch and prefabricated bulkhead plate, plastic plate is gluing or welding.The connection plastic plate of the overlapping part of upper and lower two-layer bulkhead plate makes On the inside of neighbouring bulkhead, plastic plate forms the waterproof layer of a closing, so as to preventing subsurface flow from entering well or infiltering underground Inside storehouse.
It is of the present utility model to be characterised by orlop using two-sided steel plate concrete combinative structure, on base plate lower steel plate and its it Between concrete using holdfast connect.This two-sided combinative structure bulkhead light plate as orlop plate template and replace reinforcing bar, The operating expenses of bulkhead is saved, the difficulty of construction of bulkhead is reduced, accelerates integral construction speed;Double-layer plate concrete combined structure The rigidity and intensity of bulkhead is improve, soil pressure and pressure is effective against, is conducive to underground bin to deeper bigger direction Send out and open, increase 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 silo roof adopts concrete-armor Plate.So, said structure is fully sent out Can when having waved the resistance to compression of concrete and the resistance to tension of steel plate, made large span Hold Ceiling structure stress more reasonable, and having constructed Difficulty of construction is significantly reduced using with steel plate as template, while can also accelerate speed of application.
It is of the present utility model to be further characterized in that multiple function adopts section form for straight line or the open tubular column or solid of curve Post.
Description of the drawings
First, second and third kind of underground bin site plan of Fig. 1
First, second and third kind of underground bin section layout drawing of Fig. 2
The prefabricated bulkhead plate schematic cross-section of the first monolithic of Fig. 3
The prefabricated bulkhead plate schematic cross-section of second monolithic of Fig. 4
The prefabricated bulkhead plate schematic cross-section of the third monolithic of Fig. 5
First, second and third kind of precast slab horizontal layout schematic diagram of Fig. 6
Fig. 7 the first bulkhead node schematic diagram
Second bulkhead node schematic diagram of Fig. 8
Fig. 9 the third bulkhead node schematic diagram
In accompanying drawing:1 is multiple function;3 is prefabricated bulkhead;4 is silo roof;5 is orlop;10 is grain port;11 is earthing; 12 is water-proof concrete;13 is inner side plastics;15 is the first pre-embedded steel slab;16 is the second pre-embedded steel slab.
Specific embodiment
Embodiment one
As shown in Figure 1, Figure 2, shown in Fig. 3, Fig. 6, Fig. 7:Present embodiments provide bag Plastic preform bulkhead ground in a kind of insertion slot type Lower silo.It is 13 and of inner side plastic plate including the prefabricated bulkhead plate 3 of orlop 5, polylith, silo roof 4, multiple function 1, the bulkhead plate 3 The concrete slab in outside combines integral structure, and periphery has attachment means, can be with adjacent bulkhead by attachment means bulkhead plate 3 Plate 3, multiple function 1 are attached;The multiple function can be positioned to bulkhead plate 3.Multiple function 1 is divided into number from top to bottom Section, is provided with ground floor bulkhead plate 3, is provided with second layer bulkhead plate 3 on the inside of second segment on the inside of the first paragraph of the superiors, be similar to above-mentioned Set-up mode, until bottom one layer of bulkhead plate 3, form assembled underground granary structure;The prefabricated bulkhead plate 3 is left and right End is surrounded by steel plate, and left end is provided with that male is trapezoidal or semiellipse type plug, and right-hand member is provided with that female is trapezoidal or semiellipse type is inserted Groove.
Described prefabricated bulkhead plate multiple function is using steel column or is provided with the concrete of steel embedded part.
Described 3 inner side plastic plate 13 of prefabricated bulkhead plate is connected using holdfast with outside concrete, in 3 upper and lower side of bulkhead plate U-shaped pre-embedded steel slab is provided with, inner side plastic plate 13 extends respectively to the U-shaped pre-embedded steel slab of upper and lower side on the inside of bulkhead plate 3.
The 3 ring level of prefabricated bulkhead plate is concordant, and per block, the male of prefabricated bulkhead plate 3 is trapezoidal or semiellipse type plug is inserted Enter that contiguous prefabricated 3 female of bulkhead plate is trapezoidal or semiellipse type slot in;Per block, prefabricated bulkhead plate 3 is welded to connect with multiple function 1, Perps on the inside of contiguous prefabricated bulkhead plate 3 is directly connected and/or is welded to connect with junction steel plate using butt welding.
It is characterized in that:Described 3 vertical outside of prefabricated bulkhead plate is concordant, and neighbouring prefabricated 3 end of bulkhead plate is inside and outside Both sides are with being welded to connect with junction steel plate;Pour in the cavity that contiguous prefabricated bulkhead plate 3 and junction steel plate are surrounded with it is prefabricated Bulkhead plate 3 is identical or the water-proof concrete of high strongest grade.
In the connection plastic plate connection of contiguous prefabricated 3 inner side plastic plate of bulkhead plate 13, connection plastic plate and prefabricated bulkhead plate 3 Side plastic plate 13 is gluing or welds.
Embodiment two
As shown in Figure 1, Figure 2, shown in Fig. 4, Fig. 6, Fig. 8:Present embodiments provide bag Plastic preform bulkhead ground in a kind of insertion slot type Lower silo.It is 13 and of inner side plastic plate including the prefabricated bulkhead plate 3 of orlop 5, polylith, silo roof 4, multiple function 1, the bulkhead plate 3 The concrete slab in outside combines integral structure, and periphery has attachment means, can be with adjacent bulkhead by attachment means bulkhead plate 3 Plate 3, multiple function 1 are attached;The multiple function can be positioned to bulkhead plate 3.Multiple function 1 is divided into number from top to bottom Section, is provided with ground floor bulkhead plate 3, is provided with second layer bulkhead plate 3 on the inside of second segment on the inside of the first paragraph of the superiors, be similar to above-mentioned Set-up mode, until bottom one layer of bulkhead plate 3, form assembled underground granary structure;The prefabricated bulkhead plate 3 is left and right End is surrounded by steel plate, and left end is provided with that male is trapezoidal or semiellipse type plug, and right-hand member is provided with that female is trapezoidal or semiellipse type is inserted Groove.
Described prefabricated bulkhead plate multiple function is using steel column or is provided with the concrete of steel embedded part.
Described 3 inner side plastic plate 13 of prefabricated bulkhead plate is connected using holdfast with outside concrete, in bulkhead plate top Side is provided with the first pre-embedded steel slab 15, and following inner side is provided with the second pre-embedded steel slab 16, and plastic plate top on the inside of the bulkhead plate in inner side is prolonged The first pre-embedded steel slab 15 is extended, the second pre-embedded steel slab 16 is extended on the inside of bulkhead plate below.
3 vertical outside of the prefabricated bulkhead plate is concordant, and the horizontal joint on the inside of neighbouring prefabricated bulkhead plate 3 is directly using right Connect weldering connection and/or be welded to connect with junction steel plate.
In the connection plastic plate connection of contiguous prefabricated 3 inner side plastic plate of bulkhead plate 13, connection plastic plate and prefabricated bulkhead plate 3 Side plastic plate 13 is gluing or welds.
Embodiment three
As shown in Figure 1, Figure 2, shown in Fig. 5, Fig. 6, Fig. 9:Present embodiments provide bag Plastic preform bulkhead ground in a kind of insertion slot type Lower silo.It is 13 and of inner side plastic plate including the prefabricated bulkhead plate 3 of orlop 5, polylith, silo roof 4, multiple function 1, the bulkhead plate 3 The concrete slab in outside combines integral structure, and periphery has attachment means, can be with adjacent bulkhead by attachment means bulkhead plate 3 Plate 3, multiple function 1 are attached;The multiple function can be positioned to bulkhead plate 3.Multiple function 1 is divided into number from top to bottom Section, is provided with ground floor bulkhead plate 3, is provided with second layer bulkhead plate 3, uses above-mentioned class on the inside of second segment on the inside of the first paragraph of the superiors As set-up mode, until bottom one layer of bulkhead plate 3, form assembled underground granary structure;3 left side of the prefabricated bulkhead plate, Right part is surrounded by steel plate, and left end is provided with that male is trapezoidal or semiellipse type plug, and right-hand member is provided with that female is trapezoidal or semiellipse type Slot.
Described prefabricated bulkhead plate multiple function is using steel column or is provided with the concrete of steel embedded part.
Described 3 inner side plastic plate 13 of prefabricated bulkhead plate is connected using holdfast with outside concrete, in bulkhead plate top Side is provided with the first pre-embedded steel slab 15, and following inner side is provided with the second pre-embedded steel slab 16, and plastic plate top on the inside of the bulkhead plate in inner side is prolonged The first pre-embedded steel slab 15 is extended, the second pre-embedded steel slab 16 is extended on the inside of bulkhead plate below, it is trapezoidal or half that lower end is provided with male Ellipse plug, upper end is provided with that female is trapezoidal or semiellipse type slot.
3 vertical outside of the prefabricated bulkhead plate is concordant, and per block, the male of prefabricated 3 lower end of bulkhead plate is trapezoidal or semiellipse type is inserted The female of contiguous prefabricated 3 upper end of bulkhead plate of head insertion is trapezoidal or semiellipse type slot in;On the inside of neighbouring prefabricated bulkhead plate 3 Horizontal joint is directly connected and/or is welded to connect with junction steel plate using butt welding.
In the connection plastic plate connection of contiguous prefabricated 3 inner side plastic plate of bulkhead plate 13, connection plastic plate and prefabricated bulkhead plate 3 Side plastic plate 13 is gluing or welds.
Example IV
As depicted in figs. 1 and 2:Present embodiments provide bag Plastic preform bulkhead underground granary in a kind of insertion slot type.Including The prefabricated bulkhead plate 3 of orlop 5, polylith, silo roof 4, multiple function 1, the bulkhead plate 3 are the concrete in inner side plastic plate 13 and outside The overall structure of hardened synthesis, periphery have attachment means, can be with adjacent bulkhead plate 3, multiple function by attachment means bulkhead plate 3 1 is attached;The multiple function can be positioned to bulkhead plate 3.Multiple function 1 is divided into several sections from top to bottom, the superiors Ground floor bulkhead plate 3 is provided with the inside of first paragraph, is provided with second layer bulkhead plate 3 on the inside of second segment, with above-mentioned similar set-up mode, Until bottom one layer of bulkhead plate 3, assembled underground granary structure is formed;The 3 left and right end of prefabricated bulkhead plate is surrounded by steel Plate, and left end is provided with that male is trapezoidal or semiellipse type plug, right-hand member are provided with that female is trapezoidal or semiellipse type slot.
The orlop 5 is pyramidal structure, and the orlop 5 is using two-sided steel plate concrete combinative structure.This steel plate coagulation Native combinative 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 adopts two-sided steel plate concrete combinative structure, the silo roof 4 to arrange grain port 10, the silo roof 4 Top arranges earthing 11.Two-sided steel plate concrete combinative 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 significantly reduce and apply with steel plate as template when constructing Work difficulty, while can also accelerate speed of application.Grain port is arranged and is modernized into the equipment of putting out cereal, and is easy to the storage of grain and is carried 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 chargings and discharging equipment, application It is quite varied.
Finally illustrate, above example only 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 (10)

1. bag Plastic preform bulkhead underground granary in a kind of insertion slot type, including orlop (5), polylith prefabricated bulkhead plate (3), silo roof (4), multiple function (1), described bulkhead plate (3) combine integral knot for the concrete slab in inner side plastic plate (13) and outside Structure, its left and right end are surrounded by steel plate, and left end is provided with that male is trapezoidal or semiellipse type plug, right-hand member be provided with female it is trapezoidal or Semiellipse type slot, bulkhead plate (3) periphery have attachment means, by attachment means bulkhead plate (3) can with adjacent bulkhead plate (3), Multiple function (1) is attached;The multiple function can be positioned to bulkhead plate (3), and its depth anchored in soil is more than storehouse Bottom (5) depth, is subject to the main bearing member of soil pressure, grain lateral pressure and opposing buoyancy;It is characterized in that:Multiple function (1) it is divided into several sections from top to bottom, is provided with ground floor bulkhead plate (3) on the inside of the first paragraph of the superiors, on the inside of second segment, is provided with second Layer bulkhead plate (3), with above-mentioned set-up mode, until bottom one layer of bulkhead plate (3), forms assembled underground granary structure.
2. underground granary as claimed in claim 1, it is characterised in that:Described prefabricated bulkhead plate multiple function adopt steel column or It is provided with the concrete of steel embedded part.
3. underground granary as claimed in claim 1, it is characterised in that:Prefabricated bulkhead plate (3) the ring level is concordant, per block The male of prefabricated bulkhead plate (3) is trapezoidal or semiellipse type plug insertion contiguous prefabricated bulkhead plate (3) female is trapezoidal or semiellipse type In slot;Per block, prefabricated bulkhead plate (3) are welded to connect with multiple function (1), and the perps on the inside of contiguous prefabricated bulkhead plate (3) is direct Connected using butt welding and/or be welded to connect with junction steel plate.
4. underground granary as claimed in claim 1, it is characterised in that:Plastic plate (13) on the inside of described prefabricated bulkhead plate (3) Being connected using holdfast with outside concrete, U-shaped pre-embedded steel slab being provided with bulkhead plate (3) upper and lower side, inner side plastic plate (13) is in storehouse The U-shaped pre-embedded steel slab of upper and lower side is extended respectively on the inside of wallboard (3).
5. underground granary as claimed in claim 4, it is characterised in that:The vertical outside in described prefabricated bulkhead plate (3) is concordant, on Under the inside and outside both sides in contiguous prefabricated bulkhead plate (3) end with being welded to connect with junction steel plate;In contiguous prefabricated bulkhead plate (3) and The water-proof concrete of identical with prefabricated bulkhead plate (3) or high strongest grade is poured in the cavity that junction steel plate is surrounded.
6. underground granary as claimed in claim 1, it is characterised in that:Plastic plate (13) on the inside of described prefabricated bulkhead plate (3) Being connected using holdfast with outside concrete, the first pre-embedded steel slab (15) being provided with the inside of bulkhead plate top, following inner side is provided with the Two pre-embedded steel slabs (16), inner side plastic plate top on the inside of the bulkhead plate extend to the first pre-embedded steel slab (15), on the inside of bulkhead plate The second pre-embedded steel slab (16) is extended to below.
7. underground granary as claimed in claim 6, it is characterised in that:Prefabricated bulkhead plate (3) vertical outside is concordant, up and down Horizontal joint on the inside of contiguous prefabricated bulkhead plate (3) is directly connected and/or is welded to connect with junction steel plate using butt welding.
8. underground granary as claimed in claim 1, it is characterised in that:Plastic plate (13) on the inside of described prefabricated bulkhead plate (3) Being connected using holdfast with outside concrete, the first pre-embedded steel slab (15) being provided with the inside of bulkhead plate top, following inner side is provided with the Two pre-embedded steel slabs (16), inner side plastic plate top on the inside of the bulkhead plate extend to the first pre-embedded steel slab (15), on the inside of bulkhead plate Extend to the second pre-embedded steel slab (16) below, lower end is provided with that male is trapezoidal or semiellipse type plug, upper end be provided with female it is trapezoidal or Semiellipse type slot.
9. underground granary as claimed in claim 8, it is characterised in that:Prefabricated bulkhead plate (3) vertical outside is concordant, per block The male of prefabricated bulkhead plate (3) lower end is trapezoidal or female of semiellipse type plug insertion contiguous prefabricated bulkhead plate (3) upper end is trapezoidal Or in semiellipse type slot;Horizontal joint on the inside of neighbouring prefabricated bulkhead plate (3) directly using butt welding connect and/or with company Connect steel plate to be welded to connect.
10. underground granary as claimed in claim 1, it is characterised in that:On the inside of contiguous prefabricated bulkhead plate (3), plastic plate (13) is used Connection plastic plate connection, on the inside of connection plastic plate and prefabricated bulkhead plate (3), plastic plate (13) is gluing or welding.
CN201620675173.8U 2016-06-29 2016-06-29 Prefabricated bulkhead underground granary of slot -in type endocyst plastics Withdrawn - After Issue CN206035050U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620675173.8U CN206035050U (en) 2016-06-29 2016-06-29 Prefabricated bulkhead underground granary of slot -in type endocyst plastics

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620675173.8U CN206035050U (en) 2016-06-29 2016-06-29 Prefabricated bulkhead underground granary of slot -in type endocyst plastics

Publications (1)

Publication Number Publication Date
CN206035050U true CN206035050U (en) 2017-03-22

Family

ID=58311414

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620675173.8U Withdrawn - After Issue CN206035050U (en) 2016-06-29 2016-06-29 Prefabricated bulkhead underground granary of slot -in type endocyst plastics

Country Status (1)

Country Link
CN (1) CN206035050U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106049948A (en) * 2016-06-29 2016-10-26 河南工业大学 Insertion groove type underground barn with internally covered plastics and prefabricated barn wall

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106049948A (en) * 2016-06-29 2016-10-26 河南工业大学 Insertion groove type underground barn with internally covered plastics and prefabricated barn wall

Similar Documents

Publication Publication Date Title
CN206035050U (en) Prefabricated bulkhead underground granary of slot -in type endocyst plastics
CN206035045U (en) Prefabricated assembled underground granary of endocyst plastics
CN206035047U (en) Prefabricated assembled underground granary of plastic cover
CN206034482U (en) Circular prefabricated assembled underground granary of interior steel plated
CN206189970U (en) Circular prefabricated assembled underground granary of inside and outside equal steel plated
CN206035048U (en) Prefabricated assembled underground granary of interior plastic cover
CN206035046U (en) Inside and outside prefabricated assembled underground granary of plastics echelonment that all wraps
CN206035044U (en) Prefabricated assembled underground granary of plastic cover echelonment
CN206189971U (en) Circular underground granary of prefabricated assembled of outer steel plated
CN206189964U (en) Circular underground granary of prefabricated assembled of steel plated in slot -in type
CN206189966U (en) Circular underground granary of slot -in type prefabricated assembled of inside and outside equal steel plated
CN206189414U (en) Circular underground granary of slot -in type prefabricated bulkhead of outer steel plated
CN206189968U (en) Prefabricated assembled underground granary of inside lining plastics echelonment
CN206189967U (en) Circular underground granary of prefabricated assembled of inside and outside equal 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
CN206189965U (en) Circular underground granary of prefabricated assembled of interior steel plated echelonment
CN206035043U (en) Prefabricated assembled rectangle underground granary of outer steel plated echelonment
CN206189972U (en) Circular underground granary of prefabricated assembled of outer steel plated echelonment
CN206189969U (en) Prefabricated assembled rectangle underground granary of interior steel plated 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
CN106013909B (en) A kind of outsourcing Plastic preform assembled underground granary
CN206035042U (en) Prefabricated caulking strips's in area circular underground granary of interior steel plated assembled
CN106013915B (en) A kind of circular prefabricated assembled underground granary of interior steel plated

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
AV01 Patent right actively abandoned
AV01 Patent right actively abandoned

Granted publication date: 20170322

Effective date of abandoning: 20180508