CN106088755A - A kind of prefabricated assembled large-scale steel structure rectangle storehouse and Rectangular Group storehouse - Google Patents

A kind of prefabricated assembled large-scale steel structure rectangle storehouse and Rectangular Group storehouse Download PDF

Info

Publication number
CN106088755A
CN106088755A CN201610648284.4A CN201610648284A CN106088755A CN 106088755 A CN106088755 A CN 106088755A CN 201610648284 A CN201610648284 A CN 201610648284A CN 106088755 A CN106088755 A CN 106088755A
Authority
CN
China
Prior art keywords
storehouse
prefabricated assembled
steel structure
scale steel
assembled large
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201610648284.4A
Other languages
Chinese (zh)
Inventor
董超
王立军
易佳斌
向琴琴
赵贺
成维根
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.)
MCC Capital Engineering and Research Incorporation Ltd
Zhongye Jingcheng Engineering Technology Co Ltd
Original Assignee
Zhongye Jingcheng Engineering Technology Co Ltd
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 Zhongye Jingcheng Engineering Technology Co Ltd filed Critical Zhongye Jingcheng Engineering Technology Co Ltd
Publication of CN106088755A publication Critical patent/CN106088755A/en
Pending legal-status Critical Current

Links

Classifications

    • 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
    • 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
    • E04H7/02Containers for fluids or gases; Supports therefor
    • E04H7/04Containers for fluids or gases; Supports therefor mainly of metal
    • 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
    • E04H7/30Constructions, with or without perforated walls, depending on the use of specified materials mainly of metal

Abstract

The invention provides a kind of prefabricated assembled large-scale steel structure rectangle storehouse and Rectangular Group storehouse, single prefabricated assembled large-scale steel structure rectangle storehouse includes four rectangle bulkheads being vertically arranged and a horizontally disposed rectangle Cang Ding, four bulkheads are sequentially connected with and enclose, and Cang Dingkougai is between the top of four bulkheads;Each bulkhead includes bulkhead plate and is connected to the agent structure of bulkhead plate lateral surface, and agent structure is steel truss structure;Prefabricated assembled large-scale steel structure Rectangular Group storehouse includes that two or more arranged in arrays prefabricated assembled large-scale steel structure rectangle storehouse, two adjacent prefabricated assembled large-scale steel structure rectangle storehouses share a bulkhead.The prefabricated assembled large-scale steel structure rectangle storehouse of the present invention and rectangle storehouse group, steel utilization ratio is high, and prefabrication and assembly construction level is high, low cost.

Description

A kind of prefabricated assembled large-scale steel structure rectangle storehouse and Rectangular Group storehouse
Technical field
The present invention relates to structural engineering technical field, a kind of prefabricated assembled large-scale steel structure rectangle storehouse and Rectangular Group storehouse.
Background technology
At present, built large-scale steel structure silo typically uses round storehouse, and for steel silo structure, this structure can be filled The resistance to tension of steel plate is waved in distribution, but, it is not suitable for rectangle storehouse, this is because under bin stock horizontal pressure force, rectangle storehouse Bulkhead structure there will be bigger moment of flexure, and steel plate structure bending resistance is poor, and steel using amount is higher, lacks the market competitiveness.
Compared with round silo, same floor space, the reserves in rectangle storehouse can increase by more than 20%, it is possible to achieve limited The intensive efficient utilization of land resource.It addition, completely independent from one another from round silo the most different, rectangle storehouse is the most all arranged Storehouse form in groups, adjacent two storehouses can share a bulkhead.
The most conventional rectangle storehouse planar dimension is less, and reserves are also few, and use xoncrete structure more.Steel construction rectangle storehouse Compared with concrete rectangular storehouse, there is, prefabrication low from heavy and light, foundation cost, mechanization is installed, the duration is short, construction is fast, resist Shock stability is good, salvage value rate is high, comprehensive benefit advantages of higher, the Steel Structure Industry vigorously advocated at present also responsive to national, pre- The industrial building developing direction of system assemblingization, if breakthrough and innovation can be realized in the structure in steel construction rectangle storehouse, overcomes existing Large-scale steel structure rectangle warehousing the defect of " cost high, prefabrication and assembly construction level is low ", steel construction rectangle storehouse just has market competing Striving power, application prospect is the most wide.
Summary of the invention
It is an object of the invention to provide a kind of prefabricated assembled large-scale steel structure rectangle storehouse and Rectangular Group storehouse, its prefabrication and assembly construction Level is high, low cost.
For reaching above-mentioned purpose, the present invention proposes a kind of prefabricated assembled large-scale steel structure rectangle storehouse, and it includes that four are erected The straight rectangle bulkhead arranged and a horizontally disposed rectangle Cang Ding, four bulkheads are sequentially connected with and enclose, storehouse top clip Gai Si Between the top of individual bulkhead;Each bulkhead includes bulkhead plate and is connected to the agent structure of bulkhead plate lateral surface, and agent structure is Steel truss structure.
Prefabricated assembled large-scale steel structure rectangle storehouse as above, wherein, agent structure includes being vertically arranged and being spaced The multiple truss legs arranged and the intercolumniation connector being connected between each truss leg.
Prefabricated assembled large-scale steel structure rectangle storehouse as above, wherein, each truss leg include being vertically arranged and Every arrangement two the first chord members and be connected to the first web member between two the first chord members, the first web member includes that level sets The multiple horizontal web member put and multiple first diagonal web members being obliquely installed.
Prefabricated assembled large-scale steel structure rectangle storehouse as above, wherein, the first diagonal web member is connected to adjacent two Between horizontal web member, between two adjacent horizontal web members, connect first diagonal web member or two the first diagonal web members arranged in a crossed manner.
Prefabricated assembled large-scale steel structure rectangle storehouse as above, wherein, intercolumniation connector includes being connected to adjacent Between two truss legs and horizontally disposed multiple intercolumniation horizontal cross bar and be connected between adjacent two truss leg and incline The multiple column braces braces tiltedly arranged, multiple intercolumniation horizontal cross bar in the vertical directions are spaced, and multiple column braces are oblique Bar in the vertical direction is spaced, and intercolumniation horizontal cross bar is alternately arranged with column braces brace in the vertical direction.
Prefabricated assembled large-scale steel structure rectangle storehouse as above, wherein, Cang Ding is steel truss structure, and Cang Ding includes many Individual horizontally disposed girder truss, girder truss includes being connected between the bulkhead that two of which is relative and spaced first truss Beam and being connected between two other relative bulkhead and spaced second girder truss, the first girder truss and the second purlin Set a roof beam in place arranged in a crossed manner.
Prefabricated assembled large-scale steel structure rectangle storehouse as above, wherein, each girder truss include being horizontally disposed with and Every arrangement two the second chord members and be connected to the second web member between two the second chord members, the second web member includes vertically setting The multiple perpendicular web member put and multiple second diagonal web members being obliquely installed, the second diagonal web member is connected to the perpendicular web member of adjacent two Between.
Prefabricated assembled large-scale steel structure rectangle storehouse as above, wherein, bulkhead plate is precast slab, cast-in-place mixed Concrete board, plate with curved surface or plain plate.
The present invention also provides for a kind of prefabricated assembled large-scale steel structure Rectangular Group storehouse, it include arranged in arrays two with Upper prefabricated assembled large-scale steel structure rectangle storehouse as above, two adjacent prefabricated assembled large-scale steel structure rectangle storehouses are altogether With a bulkhead.
The prefabricated assembled large-scale steel structure rectangle storehouse of the present invention and the feature in Rectangular Group storehouse and advantage be:
1, the prefabricated assembled large-scale steel structure rectangle storehouse of the present invention, its agent structure uses steel truss structure, with coagulation Tu Juxingcang compares, and cost can reduce by more than 15%;
2, the prefabricated assembled large-scale steel structure rectangle storehouse of the present invention, its bulkhead component, agent structure and storehouse roof construction are equal For steel construction that can be prefabricated, connect between the truss leg of agent structure and have column braces bar, to improve structural stability, body junction The inner side of structure is provided with bulkhead plate, and the stored material pressure being subject to is delivered in main structure.The present invention is by tying rectangle storehouse steel Structure system is innovated, and makes large-scale steel structure rectangle storehouse make simpler, installs more convenient, and cost is lower, and the duration is short;
3, the prefabricated assembled large-scale steel structure rectangle storehouse of the present invention and rectangle storehouse group, compared with tower silo, reserves are big, anti- Curved ability is strong, makes and installation cost is low, have broad prospect of application.
Accompanying drawing explanation
The following drawings is only intended to, in schematically illustrating the present invention and explaining, not delimit the scope of the invention.Wherein:
Fig. 1 is the axonometric chart in the prefabricated assembled large-scale steel structure rectangle storehouse of the present invention;
Fig. 2 is that the B in Fig. 1 is to side view;
Fig. 3 is that the C in Fig. 1 is to side view;
Fig. 4 is the connection diagram of mean camber steel plate of the present invention and agent structure;
Fig. 5 is the schematic diagram in 1 × 2 type prefabricated assembled large-scale steel structure Rectangular Group storehouse;
Fig. 6 is the schematic diagram in 1 × 3 type prefabricated assembled large-scale steel structure Rectangular Group storehouse;
Fig. 7 is the schematic diagram in 1 × 4 type prefabricated assembled large-scale steel structure Rectangular Group storehouse;
Fig. 8 is the schematic diagram in 2 × 2 type prefabricated assembled large-scale steel structure Rectangular Group storehouses;
Fig. 9 is the schematic diagram in 2 × 3 type prefabricated assembled large-scale steel structure Rectangular Group storehouses;
Figure 10 is the schematic diagram in 2 × 4 type prefabricated assembled large-scale steel structure Rectangular Group storehouses;
Figure 11 is the schematic diagram in 3 × 3 type prefabricated assembled large-scale steel structure Rectangular Group storehouses.
Main element label declaration:
1 large-scale steel structure rectangle storehouse
2 bulkhead 21 agent structures
211 truss legs
2111 truss leg post limbs
212 intercolumniation connector 2121 intercolumniation horizontal cross bar 2122 column braces braces
22 bulkhead plates
31 girder trusses are pushed up in 3 storehouses
In C1 storehouse outside C2 storehouse
Detailed description of the invention
In order to be more clearly understood from the technical characteristic of the present invention, purpose and effect, now comparison accompanying drawing illustrates this Bright detailed description of the invention.Wherein, the use of part of speech or adverbial modifier " level " and " vertically " etc. is described merely to just Relative reference between many group terms, and and the non-depicted any specific direction restriction to modified term.
As it is shown in figure 1, the present invention provides a kind of prefabricated assembled large-scale steel structure rectangle storehouse, it is single storehouse, including four The rectangle bulkhead 2 being vertically arranged and top, a horizontally disposed rectangle storehouse 3, four bulkheads 2 are depended on by limit, respective two opposite sides Secondary vertical connection also encloses, and forms space in the storehouse of hollow, and in order to bin stock, 3 buckle closures are pushed up between the top of four bulkheads 2 in storehouse, Buckle closure top in space in storehouse in other words, each bulkhead 2 includes the bulkhead plate 22 of rectangle and is connected to outside bulkhead plate 22 The agent structure 21 of the rectangle in face, agent structure 21 is steel truss structure.
The prefabricated assembled large-scale steel structure rectangle storehouse of the present invention, its agent structure uses steel truss structure, with existing Concrete rectangular storehouse is compared, and cost can reduce by more than 15%;It addition, agent structure can prefabrication, assembled in situ construct, in advance System assemblingization degree is high, easy for installation.
Wherein, a length of 15m~50m of bulkhead 2, the height of bulkhead 2 is 15m~60m, and single storage amount reaches 10,000 tons~10 Ten thousand tons, therefore, the prefabricated assembled large-scale steel structure rectangle storehouse of the present invention is Large Steel storehouse.
As shown in Figure 2 and Figure 3, in a specific embodiment, agent structure 21 include being vertically arranged and be spaced (and Row) multiple truss legs 211 (or referred to as bulkhead post) and be connected to the intercolumniation connector 212 between each truss leg 211, i.e. Each truss leg 211 is in the upper extension of short transverse (vertical direction) of bulkhead 2, and multiple truss legs 211 are at the length direction of bulkhead 2 On be sequentially arranged at intervals, and be parallel to each other, be connected by intercolumniation connector 212 between spaced multiple truss legs 211, To ensure the structural stability of bulkhead 2.Truss leg 211 therein and intercolumniation connector 212 all can batch production prefabricated, then reproduce Field is installed, and easy for installation, Site Welding amount is few, and the duration is short, and labour cost is low, and the comprehensive unit price making and installing can reduce by 15% Above.It addition, by arranging intercolumniation connector 212, it is ensured that the out-of-plane stability of truss leg.
Further, each truss leg 211 includes be vertically arranged two post limbs and is connected to the horizontal stroke between two post limbs Web member and diagonal web member, diagonal web member can be monocline bar, it is also possible to for intersecting diagonal web member.
Specifically, each truss leg 211 includes being vertically arranged and spaced two the first chord members (i.e. truss leg post limb 2111, it is possible to be referred to as truss leg chord member) and the first web member (or referred to as truss leg abdomen of being connected between two the first chord members Bar), the first web member includes horizontally disposed multiple horizontal web member and multiple first diagonal web members (or the referred to as truss being obliquely installed Post diagonal web member).Two the first chord members therein are spaced on the width of bulkhead 2, and are parallel to each other, two first strings Spacing between bar is the width (or referred to as thickness) of bulkhead 2.
Wherein, the first diagonal web member is connected between adjacent horizontal web member, connects one the between two adjacent horizontal web members One diagonal web member, or connect two the first diagonal web members arranged in a crossed manner.For saving material, cost-effective, do not reduce structure strong simultaneously Degree, on each truss leg 211, can install one between the horizontal web member of part (being such as positioned at the horizontal web member on truss leg 211 top) Individual first diagonal web member, between the horizontal web member of part (being such as positioned at the horizontal web member of truss leg 211 bottom), installation two is arranged in a crossed manner The first diagonal web member.
It addition, the truss leg post limb 2111 of truss leg 211 can use i shaped cross section, box-type section, round steel pipe mixed Solidifying soil cross section or concrete-filled rectangular steel tube cross section, the horizontal web member of the first web member and diagonal web member can use angle steel, steel pipe, I shape Cross section or box-type section.
Further, intercolumniation connector 212 includes being connected between adjacent two truss leg 211 and horizontally disposed multiple Intercolumniation horizontal cross bar 2121 and the multiple column braces being connected between adjacent two truss leg 211 and being obliquely installed are oblique Bar 2122, multiple intercolumniation horizontal cross bar 2121 in the vertical directions are spaced, and multiple column braces braces 2122 are in vertically side Upwards being spaced, intercolumniation horizontal cross bar 2121 is alternately arranged with column braces brace 2122 in the vertical direction, by so Structure arrange, the structural stability of truss leg 211 can be significantly improved.It addition, intercolumniation horizontal cross bar can also serve as bulkhead plate 22 Supporting purlin, reduces the span of bulkhead plate 22, undertakes the bin stock horizontal pressure force that bulkhead plate 22 transmits.
Specifically, each intercolumniation horizontal cross bar 2121 connects respectively with the first chord member of adjacent two truss legs 211, each Column braces brace 2122 connects respectively with the first chord member of adjacent two truss legs 211.During actual installation, can be all adjacent Truss leg 211 between be respectively mounted column braces brace 2122, to ensure structural stability, the most also can be only adjacent in part Between truss leg 211 (being such as positioned in the middle of bulkhead 2 and/or the truss leg 211 of both sides), intercolumniation knighthead 2122 is installed, with On the basis of ensureing structural stability, reduce further and make and installation cost.
Intercolumniation horizontal cross bar 2121 can use i shaped cross section, box-type section or cross section, column braces brace 2122 can use angle steel, channel-section steel, steel pipe, i shaped cross section or box-type section.
It addition, bulkhead plate 22 can use precast slab, cast in place concrete plate, plate with curved surface or plain plate.When adopting When using concrete slab, concrete slab can be fixed in main structure by embedded part or bearing.
As shown in Figure 4, further, when bulkhead plate 22 is plate with curved surface, plate with curved surface uses high-strength bolt or welding side Formula is fixed with truss leg 211, and plate with curved surface is connected with the truss leg post limb 2111 of truss leg 211, and plate with curved surface is towards bulkhead 2 Outside protrude, protrude towards C2 storehouse outside in other words, not only can improve structural soundness, also help and increase storehouse internal volume.
In another specific embodiment, top, storehouse 3 is steel truss structure, not only contributes to reduce steel using amount, reduces cost, Also can prefabrication, assembled in situ constructs, and prefabrication and assembly construction degree is high, easy for installation.
Further, top, storehouse 3 includes multiple horizontally disposed girder truss 31, and it is relative that girder truss 31 includes being connected to two of which Bulkhead 2 between and parallel interval arrangement the first girder truss and be connected between two other relative bulkhead 2 and parallel Spaced second girder truss, the first girder truss is vertical with the second girder truss and the setting that intersects.By arranging at Cang Ding Multiple girder trusses 31, are connected together piece truss post 211, and the bin stock horizontal pressure force making truss leg 211 be subject to is converted into storehouse The internal force of top truss beam 31, reduces bulkhead truss leg 211 internal force and the moment of flexure counter-force producing basis thereof, improves truss leg 211 Stress performance.
Further, each storehouse top truss beam 31 includes chord member, vertical web member and diagonal web member.
Specifically, each storehouse top truss beam 31 includes being horizontally disposed with and spaced two the second chord members (or referred to as purlin Set a roof beam in place chord member) and the second web member (or referred to as girder truss web member) of being connected between two the second chord members, the second web member includes The multiple perpendicular web member being vertically arranged and multiple second diagonal web members being obliquely installed (or referred to as girder truss diagonal web member).Two Two chord members are spaced at vertical direction, and the second chord member above can be described as top boom, and the second chord member being positioned at lower section can claim For lower boom.
Wherein, between two the most adjacent perpendicular web members, it is respectively connected with the second diagonal web member, can between two adjacent perpendicular web members Connect second diagonal web member, it is possible to connecting two the second crossing diagonal web members, one end of two the second diagonal web members intersects at Chord member, the other end of two the second diagonal web members junction with two perpendicular web members with lower boom respectively is intersected.
It addition, the second chord member can use i shaped cross section, box-type section, concrete filled steel tube cross section or rectangular steel pipe mixed Solidifying soil cross section, the perpendicular web member of the second web member and diagonal web member can use angle steel, steel pipe, i shaped cross section or box-type section.
The present invention also provides for a kind of prefabricated assembled large-scale steel structure Rectangular Group storehouse, it include arranged in arrays two with On as above prefabricated assembled large-scale steel structure rectangle storehouse, two adjacent prefabricated assembled large-scale steel structure rectangle storehouses Share a bulkhead 2, it is possible to making and installation cost are greatly reduced, and reserves are big.
As shown in Fig. 5, Fig. 6, Fig. 7, Fig. 8, Fig. 9, Figure 10, Figure 11, specifically, prefabricated assembled large-scale steel structure Rectangular Group Storehouse is m × N-shaped Rectangular Group storehouse, m >=1, n >=2, i.e. Rectangular Group storehouse often show m prefabricated assembled large-scale steel structure rectangle Storehouse, the often row in Rectangular Group storehouse has n prefabricated assembled large-scale steel structure rectangle storehouse, prefabricated assembled large-scale steel structure Rectangular Group storehouse For example, 1 × 2 type, 1 × 3 type, 1 × 4 type, 2 × 2 types, 2 × 3 types, 2 × 4 types, 3 × 3 types, 3 × 4 types, 4 × 4 type prefabrication and assembly constructions Formula large-scale steel structure Rectangular Group storehouse.
When installing the prefabricated assembled large-scale steel structure rectangle storehouse of the present invention, there is following several mounting means:
Mode one: after truss leg 211 is prefabricated in the factory, in-site installation is in place;If the truss leg post limb of truss leg 211 2111 use round steel pipe (or rectangular steel pipe) Combined concrete cross section structure, need to carry out pouring of steel pipe inner concrete again.It After, storehouse top truss beam 31, intercolumniation horizontal cross bar 2121 and column braces brace 2122 are installed, between truss leg 211, are linked to be one Individual entirety, completes agent structure 21 and installs.
Truss leg 211 install in place after, or until agent structure 21 install in place after, it is possible to carry out bulkhead concrete Soil plate is installed or bulkhead cast in place concrete plate climbing formwork for construction.
Mode two: after truss leg 211 or agent structure 21 are installed by mode one, then install bulkhead plate with curved surface.
Mode three: after truss leg 211 or agent structure 21 are installed by mode one, then install bulkhead plain plate.
The prefabricated assembled large-scale steel structure rectangle storehouse of the present invention and rectangle storehouse group, its bulkhead post uses truss leg, steel Utilization ratio is high, and component stability is good, and also the use for higher intensity steel creates condition.
Using the structure of this System Design of the present invention, steel using amount saves, and comprehensive unit price is low, has obvious cost advantage. Comparing by analysis, compared with concrete rectangular storehouse, the truss leg structural system cost of the present invention can reduce by more than 15%.
Additionally, the agent structure in the present invention can use batch production prefabricated, site machineryization is constructed, in-site installation side Just, Site Welding amount is few, and prefabrication and assembly construction degree is high.
The foregoing is only the schematic detailed description of the invention of the present invention, be not limited to the scope of the present invention.Any Those skilled in the art, the equivalent variations made on the premise of without departing from the design of the present invention and principle and amendment, all should Belong to the scope of protection of the invention.And it should be noted that each ingredient of the present invention be not limited in above-mentioned entirety should With, each technical characteristic described in the description of the present invention can select an independent employing according to actual needs or select multinomial Combine use, and therefore, the present invention covers other combination relevant with this case inventive point in the nature of things and specifically applies.

Claims (9)

1. a prefabricated assembled large-scale steel structure rectangle storehouse, it is characterised in that described prefabricated assembled large-scale steel structure rectangle Storehouse includes four rectangle bulkheads being vertically arranged and a horizontally disposed rectangle Cang Ding, and four described bulkheads are sequentially connected with and enclose Closing, described Cang Dingkougai is between the top of four described bulkheads;
Each described bulkhead includes bulkhead plate and is connected to the agent structure of described bulkhead plate lateral surface, and described agent structure is steel Truss structure.
Prefabricated assembled large-scale steel structure rectangle storehouse the most as claimed in claim 1, it is characterised in that described agent structure includes It is vertically arranged and spaced multiple truss leg and be connected to the intercolumniation connector between each described truss leg.
Prefabricated assembled large-scale steel structure rectangle storehouse the most as claimed in claim 2, it is characterised in that each described truss leg bag Include and be vertically arranged and spaced two the first chord members and be connected to the first web member between two described first chord members, Described first web member includes horizontally disposed multiple horizontal web member and multiple first diagonal web members being obliquely installed.
Prefabricated assembled large-scale steel structure rectangle storehouse the most as claimed in claim 3, it is characterised in that described first diagonal web member is even Be connected between the described horizontal web member of adjacent two, between two adjacent described horizontal web members connect described first diagonal web member or Two described first diagonal web members arranged in a crossed manner.
Prefabricated assembled large-scale steel structure rectangle storehouse the most as claimed in claim 2, it is characterised in that described intercolumniation connector bag Include and be connected between the described truss leg of adjacent two and horizontally disposed multiple intercolumniation horizontal cross bar and be connected to adjacent Between two described truss legs and multiple column braces braces of being obliquely installed, multiple described intercolumniation horizontal cross bars are at vertical direction On be spaced, multiple described column braces brace in the vertical directions are spaced, described intercolumniation horizontal cross bar and described post Between knighthead in the vertical direction alternately arranged.
6. the prefabricated assembled large-scale steel structure rectangle storehouse as described in any one of claim 1 to 5, it is characterised in that described storehouse Top is steel truss structure, and described Cang Ding includes that multiple horizontally disposed girder truss, described girder truss include being connected to two of which Between relative described bulkhead and spaced first girder truss and being connected between two other relative described bulkhead And spaced second girder truss, described first girder truss is arranged in a crossed manner with described second girder truss.
Prefabricated assembled large-scale steel structure rectangle storehouse the most as claimed in claim 6, it is characterised in that each described girder truss bag Include and be horizontally disposed with and spaced two the second chord members and be connected to the second web member between two described second chord members, Described second web member includes the multiple perpendicular web member being vertically arranged and multiple second diagonal web members being obliquely installed, described second oblique Web member is connected between the described perpendicular web member of adjacent two.
8. the prefabricated assembled large-scale steel structure rectangle storehouse as described in any one of claim 1 to 5, it is characterised in that described storehouse Wallboard is precast slab, cast in place concrete plate, plate with curved surface or plain plate.
9. a prefabricated assembled large-scale steel structure Rectangular Group storehouse, it is characterised in that described prefabricated assembled large-scale steel structure square Shape group storehouse includes two or more arranged in arrays prefabricated assembled large-scale steel structure as described in any one of claim 1 to 8 Rectangle storehouse, two adjacent described prefabricated assembled large-scale steel structure rectangle storehouses share a described bulkhead.
CN201610648284.4A 2016-07-12 2016-08-09 A kind of prefabricated assembled large-scale steel structure rectangle storehouse and Rectangular Group storehouse Pending CN106088755A (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN201610544514 2016-07-12
CN2016105445142 2016-07-12

Publications (1)

Publication Number Publication Date
CN106088755A true CN106088755A (en) 2016-11-09

Family

ID=57455913

Family Applications (2)

Application Number Title Priority Date Filing Date
CN201610648284.4A Pending CN106088755A (en) 2016-07-12 2016-08-09 A kind of prefabricated assembled large-scale steel structure rectangle storehouse and Rectangular Group storehouse
CN201620856535.3U Active CN206144237U (en) 2016-07-12 2016-08-09 Prefabricated assembled large -scale steel structure rectangle storehouse and rectangle crowd storehouse

Family Applications After (1)

Application Number Title Priority Date Filing Date
CN201620856535.3U Active CN206144237U (en) 2016-07-12 2016-08-09 Prefabricated assembled large -scale steel structure rectangle storehouse and rectangle crowd storehouse

Country Status (1)

Country Link
CN (2) CN106088755A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106628683A (en) * 2016-12-02 2017-05-10 中冶京诚工程技术有限公司 Group of silos and single silo of square steel structure

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106088755A (en) * 2016-07-12 2016-11-09 中冶京诚工程技术有限公司 A kind of prefabricated assembled large-scale steel structure rectangle storehouse and Rectangular Group storehouse

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2428626A2 (en) * 2010-09-11 2012-03-14 Lüger, Stephan Moveable wall for separating bulk material
CN103224100A (en) * 2013-05-03 2013-07-31 南京航空航天大学 Truncated cone-shaped steel-cable-bamboo combined grain silo
CN203347009U (en) * 2013-07-23 2013-12-18 中国化学工程第七建设有限公司 Large-span high-performance steel structure
CN204551891U (en) * 2015-04-20 2015-08-12 中国航空规划建设发展有限公司 A kind of Spatial beam string structure and truss combining structure
CN104831979A (en) * 2015-05-25 2015-08-12 刘全义 Horizontal warehouse of heat preservation steel structure
CN104847017A (en) * 2015-05-25 2015-08-19 中国航空规划建设发展有限公司 Novel prestress industrial stockyard canopy structure and method for constructing same
CN204999065U (en) * 2015-08-17 2016-01-27 王永范 Material classification side storehouse
CN206144237U (en) * 2016-07-12 2017-05-03 中冶京诚工程技术有限公司 Prefabricated assembled large -scale steel structure rectangle storehouse and rectangle crowd storehouse

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2428626A2 (en) * 2010-09-11 2012-03-14 Lüger, Stephan Moveable wall for separating bulk material
CN103224100A (en) * 2013-05-03 2013-07-31 南京航空航天大学 Truncated cone-shaped steel-cable-bamboo combined grain silo
CN203347009U (en) * 2013-07-23 2013-12-18 中国化学工程第七建设有限公司 Large-span high-performance steel structure
CN204551891U (en) * 2015-04-20 2015-08-12 中国航空规划建设发展有限公司 A kind of Spatial beam string structure and truss combining structure
CN104831979A (en) * 2015-05-25 2015-08-12 刘全义 Horizontal warehouse of heat preservation steel structure
CN104847017A (en) * 2015-05-25 2015-08-19 中国航空规划建设发展有限公司 Novel prestress industrial stockyard canopy structure and method for constructing same
CN204999065U (en) * 2015-08-17 2016-01-27 王永范 Material classification side storehouse
CN206144237U (en) * 2016-07-12 2017-05-03 中冶京诚工程技术有限公司 Prefabricated assembled large -scale steel structure rectangle storehouse and rectangle crowd storehouse

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106628683A (en) * 2016-12-02 2017-05-10 中冶京诚工程技术有限公司 Group of silos and single silo of square steel structure

Also Published As

Publication number Publication date
CN206144237U (en) 2017-05-03

Similar Documents

Publication Publication Date Title
CN101936054B (en) Steel truss web combined PC beam and construction method thereof
CN103243804B (en) Pre-stressed combined frame of thin wall section steels and concrete, and construction method thereof
CN201785865U (en) Structure and system for house combining external prestress post tensioning method steel beam and pretensioning method prestress composite beam
CN106522419B (en) Adjacent beam-supporting column conversion beam that strides and set up steel sheet concrete shear force wall
CN106149882A (en) A kind of lateral resisting and antigravity separate steel structure of housing system and construction method thereof
CN111749337A (en) Large-span cable net structure supported by self-balancing arch truss
CN102418381A (en) Building structure system combined with steel beam and pre-tensioned prestressing superposed beam and construction method for building structure system
CN109898415A (en) Cylinder bridge tower in the cylinder of spatial mixing rope net suspension bridge with parabola arch tower cap
CN112982787B (en) Large-span beam with reinforced concrete and prestressed inhaul cable coupled
CN106088755A (en) A kind of prefabricated assembled large-scale steel structure rectangle storehouse and Rectangular Group storehouse
CN107119582B (en) T-shaped rigid frame bridge back tower cable-stayed reinforcing structure and construction method thereof
KR20090057180A (en) Lightened coping for bridge
CN210032128U (en) Dry construction connecting structure of corner post and beam for fabricated frame structure building
CN111622348A (en) Prestressed self-resetting concrete truss structure and assembling method
CN103225344A (en) Hollow steel section-concrete combined framework and construction method thereof
CN111058535A (en) Super large span eccentric support grid structure coal shed
CN210917010U (en) Tube-in-tube bridge tower of space mixed cable net suspension bridge with parabolic arched tower cap
CN212336314U (en) Large-span cable net structure supported by self-balancing arch truss
CN210067063U (en) Connecting structure of side column or center column and beam for fabricated frame structure building
CN209941913U (en) Assembled frame construction housing construction
CN111441478A (en) Arch truss supporting large-span cable net structure
CN217420236U (en) Semi-rigid assembly type steel coupling beam
KR20090067927A (en) Reinforcement structure of outrigger using vertical steel wire
CN217631588U (en) Large-span slope top formula steel construction storage warehouse
CN218861921U (en) Assembled reinforced concrete column

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20161109

RJ01 Rejection of invention patent application after publication