CN207122008U - Explosion resistant structure peripheral protective expanded joint structure - Google Patents

Explosion resistant structure peripheral protective expanded joint structure Download PDF

Info

Publication number
CN207122008U
CN207122008U CN201720982664.1U CN201720982664U CN207122008U CN 207122008 U CN207122008 U CN 207122008U CN 201720982664 U CN201720982664 U CN 201720982664U CN 207122008 U CN207122008 U CN 207122008U
Authority
CN
China
Prior art keywords
scalable profile
section
expansion joint
profile plate
plate
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.)
Active
Application number
CN201720982664.1U
Other languages
Chinese (zh)
Inventor
万朝梅
王松生
余晓峰
杜建民
邓柏林
王宇
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.)
Sinopec Engineering Group Co Ltd
Sinopec Guangzhou Engineering Co Ltd
Original Assignee
Sinopec Engineering Group Co Ltd
Sinopec Guangzhou Engineering 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 Sinopec Engineering Group Co Ltd, Sinopec Guangzhou Engineering Co Ltd filed Critical Sinopec Engineering Group Co Ltd
Priority to CN201720982664.1U priority Critical patent/CN207122008U/en
Application granted granted Critical
Publication of CN207122008U publication Critical patent/CN207122008U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model discloses a kind of explosion resistant structure peripheral protective expanded joint structure, is mainly made up of expansion joint, peripheral backplate and scalable profile plate;Expansion joint both sides are peripheral backplate, scalable profile plate is made up of the telescopic section in the middle part of scalable profile plate and the flat plate section positioned at scalable profile plate both ends, flat plate section is arranged at the both sides of telescopic section, the flat plate section at scalable profile plate both ends is embedded in the peripheral backplate of expansion joint both sides respectively, and the telescopic section in the middle part of scalable profile plate is kept off on expansion joint.The expanded joint structure while building deformation requirement, also disclosure satisfy that the Security Function Requirements of explosion resistant structure under the situations of change such as adaptive temperature, humidity.

Description

Explosion resistant structure peripheral protective expanded joint structure
Technical field
The utility model is related to the protection of armored concrete explosion resistant structure, more particularly to a kind of explosion resistant structure outside Go along with sb. to guard him expanded joint structure.
Background technology
Many process units are respectively provided with inflammable, explosive characteristic in oil refining and chemical plant, can take during to meet disaster Emergency measure, enough protections are provided for operating personnel and control device, and suppress disaster spreading, avoid that secondary disaster occurs It is required that the building for placing control system itself have to possess the ability for bearing destructive power caused by device explosion, it is desirable to do Into explosion resistant structure.
The current explosion resistant structure designed both at home and abroad is mostly reinforced concrete frame shear wall structure, and according to《Concrete Code for structural design》GB50010, to the cast-in-place shear wall structure in concrete steel building, it need to be set when length is more than 45m Expansion joint is put, to reduce structure because temperature, wetness action are to adverse effect caused by structure.According to existing《Building aseismicity is set Count specification》GB50011、《Technical specification for concrete structures of high-rise building》JGJ3 requirement, to this height of explosion resistant structure one As be no more than 15m cast-in-place shear wall structure, expansion joint width is not less than 100mm.
To in general Industrial and Civil Engineering, at the expansion joint of architecture enclosing shield, general set both meets to build Building structure plays the building expansion gap device of decoration function using function and can, and the device is mainly (steel plate, stainless by shape Steel plate, aluminium alloy plate) " pedestal ", metal or rubber " cover plate " and the metal " slide bar " of connection pedestal and cover plate composition, but type The intensity of material only adapts to the requirement of routine building thing load, typically using swollen between shape pedestal and main body load-carrying members The connected modes such as anchor bolt.
For explosion resistant structure, the explosion wave load to be born is far longer than routine building thing load, due to It uses the particularity of function, in order to stop that explosion wave is propagated by any hole, gap, so as to in explosion resistant structure Personnel, injury caused by equipment, explosion resistant structure limits the use at the expansion joint in explosion resistant structure,《Petrochemical industry controls Room anti-explosion design specification》GB50779 is even more to expressly provide, explosion resistant structure must not set expansion joint.
With the present situation that the explosion resistant structure scale such as oil plant control room the more is done the more big, the length of explosion resistant structure breaks through 《Code for design of concrete structures》The situation that GB50010 does not set the maximum allowable length in expansion joint is more and more, and conventional non-antiknock Building expanded joint structure is under Blast Loads, the deficiency of its intensity, will be unable to ensure it to close at building gap Envelope acts on.
For explosion resistant structure, when building overlength, it has to when setting expansion joint, it is usually required mainly for solution is periphery Protection structure, include the sealing problem of the expanded joint structure of exterior wall and roofing.
Utility model content
In order to solve building external labeling type expansion gap device structural strength deficiency existing for prior art, can not meet to explode The sealing function of explosion vention is required under load action, so as to influence the technical problems such as explosion resistant structure safe handling, this Utility model provides a kind of explosion resistant structure peripheral protective expanded joint structure, and the expanded joint structure becomes in adaptive temperature, humidity etc. In the case of change while building deformation requirement, the Security Function Requirements of explosion resistant structure are also disclosure satisfy that.
Explosion resistant structure peripheral protective expanded joint structure provided by the utility model by expansion joint, peripheral backplate and can mainly be stretched Contracting profile plate forms;Expansion joint both sides are peripheral backplate, and scalable profile plate is by the telescopic section in the middle part of scalable profile plate With the flat plate section composition positioned at scalable profile plate both ends, flat plate section is arranged at the both sides of telescopic section, scalable profile plate both ends Flat plate section be embedded to respectively in the peripheral backplate of expansion joint both sides, telescopic section in the middle part of scalable profile plate is kept off on expansion joint.
Described scalable profile plate is made up of sheet metal, and described telescopic section cross sectional shape is W fold-line-shapeds or half arc Shape, the rectangular dentation of described flat plate section, naturally it is also possible to be processed into other shapes as needed.
The utility model can be used at explosion resistant structure expansion joint in the peripheral protective of wall and roofing, the metal mold of flush type Material plate can live the gap shielding at the expansion joint set by all peripheral structures, avoid shock wave into interior of building Risk;Shape plate construction possesses certain dilatation function in itself, it is ensured that wall caused by temperature, humidity change With free dilatation during roof boarding overlength.In a word, the utility model solves overlength explosion resistant structure and sets expansion joint Problem, positive pressure of shock wave can not be stopped caused by fundamentally avoiding buildings in general exterior wall, roofing insertion expansion joint way The drawbacks of, configuration is simple, and cost is cheap, easy to implement, and apply reduces difficulty of construction in overlength explosion resistant structure engineering, contracting The short duration of a project, efficiency of construction is improved, while ensure that the realization of explosion resistant structure Security Function Requirements.
Brief description of the drawings
Fig. 1 is a kind of structural representation of the utility model expanded joint structure;
Fig. 2 is another structural representation of the utility model expanded joint structure;
Fig. 3 is the structural representation of scalable profile plate in Fig. 1;
Fig. 4 is the structural representation of scalable profile plate in Fig. 2.
In figure:1st, 2- peripheries backplate, the scalable profile plates of 3-, 4- telescopic sections, 5- flat plate sections, 6- expansion joints.
Embodiment
Fig. 1 is a kind of structural representation of the utility model expanded joint structure, and the structure can be used for the outer of wall expansion joint Go along with sb. to guard him.As shown in figures 1 and 3, explosion resistant structure peripheral protective expanded joint structure provided by the utility model is mainly by peripheral backplate 1st, peripheral backplate 2, scalable profile plate 3 and expansion joint 6 form;The both sides of expansion joint 6 are peripheral backplate 1 and peripheral backplate 2, can be stretched Contracting profile plate 3 is made up of the telescopic section 4 in the middle part of scalable profile plate and the flat plate section 5 positioned at scalable profile plate both ends, Flat plate section 5 is arranged at the both sides of telescopic section 4, and the flat plate section 5 at scalable profile plate both ends is embedded to the periphery of expansion joint both sides respectively In backplate 1 and peripheral backplate 2, the telescopic section 4 in the middle part of scalable profile plate is kept off on expansion joint 6, and the cross sectional shape of telescopic section 4 is W Fold-line-shaped, 5 rectangular dentation of flat plate section.
Fig. 2 is another structural representation of the utility model expanded joint structure, and the structure can be used for roofing, wall to stretch The peripheral protective of seam.As shown in Figure 2 and Figure 4, the section of telescopic section 4 of scalable profile plate 3 described unlike Fig. 1 and Fig. 3 It is shaped as half arc.
Described scalable profile plate 3 can be according to the build of building, precast block, during construction Site Welding together, Then poured with peripheral backplate 2 with peripheral backplate 1 simultaneously together with.The flat plate section 5 of every piece of scalable profile plate 3 can be according to periphery Backplate steel bar stress bar spacing scene fluting, to ensure not influenceing the continuous setting of peripheral structure steel bar stress.
According to requirement for anticorrosion, scalable profile plate 3 can use galvanized sheet, stainless steel plate etc., and thickness is determined by calculating, anchoring Length computation determines that, to reduce anchorage length, end is preferably bent.

Claims (3)

  1. A kind of 1. explosion resistant structure peripheral protective expanded joint structure, it is characterised in that:Mainly by expansion joint, peripheral backplate and scalable Profile plate forms;Expansion joint both sides are peripheral backplate, scalable profile plate by the telescopic section in the middle part of scalable profile plate and Flat plate section positioned at scalable profile plate both ends forms, and flat plate section is arranged at the both sides of telescopic section, scalable profile plate both ends Flat plate section is embedded in the peripheral backplate of expansion joint both sides respectively, and the telescopic section in the middle part of scalable profile plate is kept off on expansion joint.
  2. 2. explosion resistant structure peripheral protective expanded joint structure according to claim 1, it is characterised in that:Described telescopic The telescopic section cross sectional shape of material plate is W fold-line-shapeds or half arc.
  3. 3. explosion resistant structure peripheral protective expanded joint structure according to claim 1, it is characterised in that:Described telescopic The rectangular dentation of flat plate section of material plate.
CN201720982664.1U 2017-08-08 2017-08-08 Explosion resistant structure peripheral protective expanded joint structure Active CN207122008U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720982664.1U CN207122008U (en) 2017-08-08 2017-08-08 Explosion resistant structure peripheral protective expanded joint structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720982664.1U CN207122008U (en) 2017-08-08 2017-08-08 Explosion resistant structure peripheral protective expanded joint structure

Publications (1)

Publication Number Publication Date
CN207122008U true CN207122008U (en) 2018-03-20

Family

ID=61613683

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720982664.1U Active CN207122008U (en) 2017-08-08 2017-08-08 Explosion resistant structure peripheral protective expanded joint structure

Country Status (1)

Country Link
CN (1) CN207122008U (en)

Similar Documents

Publication Publication Date Title
CN107313540B (en) Fireproof and buckling-restrained fabricated composite beam and construction method
KR101622522B1 (en) Concrete Filled Steel Tube Columns using H-beam and bending iron plate
CN207727959U (en) Construction scaffold band iron formula rigid connecting tube
CN104679950B (en) It is interior to match somebody with somebody stiffener concrete filled steel tubular member bearing capacity calculation and design method
CN111608415B (en) Square steel tube concrete column reinforcing method based on high-ductility cement-based material
CN207453114U (en) A kind of vibration isolator rubber bearing joint structure with outsourcing fireproof cover plate
CN108170978B (en) Method for analyzing tensile bearing capacity of embedded hoisting anchor bolt of precast concrete member
WO2019019850A1 (en) Buckling restrained brace having l-shaped energy-dissipation element, building, and assembling method
CN207122008U (en) Explosion resistant structure peripheral protective expanded joint structure
CN212427647U (en) Explosion-proof pressure release wall of assembled transformer substation
CN209194335U (en) A kind of sling of suspension bridge safeguard structure
CN206495340U (en) A kind of explosion resistant structure peripheral protective expanded joint structure
CN206396987U (en) Lamination English truss composite light core inorganic plate
CN205329845U (en) Steel member
CN114046078A (en) Assembly type shear wall with replaceable edge component
CN206245537U (en) The special short dowel slot type metal embedded part mounting structure of stone curtain wall
CN211619804U (en) Assembled tower crane attaches wall ann and tears platform open
CN105484759A (en) Primary support system applicable to large-deformation tunnel and construction method thereof
CN111894174A (en) Assembled transformer substation explosion-proof pressure relief wall and construction method thereof
CN205804999U (en) The attachment structure of prefabrication tower crane
CN216340115U (en) Multifunctional connecting piece suitable for passive ultralow energy consumption building
CN220504625U (en) Steel pipe concrete column reinforcing apparatus
CN217708565U (en) Lifting device for pier body in assembly type bridge construction
CN210369578U (en) Fire-resistant reinforced concrete prefabricated column
CN212053445U (en) Novel fire prevention strenghthened type outer heat preservation wallboard and connection structure thereof

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant