CN201128948Y - Light steel ribs concrete dualistic onstruction structure - Google Patents

Abstract

The utility model relates to a dual construction structure of light steel reinforced concrete and provides a creative median-low construction structure that can be applied in main areas of the globe. The median-low construction structure comprises a base, a damper, a steel material, a wall, and a version matching and configuring method, which are suitable for median-low floors. The dual construction structure aims to overcome the limitation of the components and construction methods in the existing structure of steel reinforced concrete in the application of the median-low construction, and in particular proposes an application of the ''dual construction structure of light steel reinforced concrete'', so as to provide a construction structure, which is quicker and economical, has excellent performance, high competitiveness, and can replace the traditional median-low construction structure. The dual construction structure adopts the material characteristics of the light steel and the light concrete, and lowers the influence of external force of the earthquake by separating the shock. Moreover, the main body of the dual construction structure manages to reduce the redundant structure and construct a dual construction structure.

Description

The building structure of light reinforced bar concrete binary

Technical field

The utility model relates to the building structure of a kind of light reinforced bar concrete binary, and referring to especially a kind ofly provides quicker, economical and functional, tool high competition power and replace the building structure of traditional median low structure frame mode.

Background technology

TaiWan, China is after going through 921 violent earthquakes, reinforced concrete structure and traditional wooden construction, RC strengthen that brick is made or brick such as makes at works, all are subjected to serious destruction, also thereby cause the utility model designer, existing frame mode is discussed, and the motivation of attempt creation replacement.

In addition, TaiWan, China has a humid climate, rainy, add typhoon, earthquake, the construction that has a strong impact on construction work is carried out, also test the characteristic of steel concrete material, as problems such as infiltration, wall cancer, heat insulation differences, and the steel reinforced concrete structure that uses is popularized in Taiwan at present, then because concrete deadweight is overweight, makes that the consumption of reinforcing bar is big, the cost height, joint is handled complicated, receives limit difficulty, weak effect, thus in low floor be difficult to popularize, and the good speciality that composite construction had of steel reinforced concrete, and fail to fully play utilization.

Along with the progress of plant equipment and building materials, the development of steel reinforced concrete structure has sizable space, and traditional steel reinforced concrete structure mode of general present utilization has following state:

1, frame type post and beam structure is adopted the heavy concrete, and from great, section is big, and consumptive material is many, and is uneconomical, not environmental protection.

2, post beam splice, because moment of flexure, torsion are big, stress is concentrated, so that strength of joint requires is high, complicated, construction quality is kept difficult.

3, main body reinforcing bar section is big, the rigidity height, and with respect to the body of wall that is linked, poor rigidity is apart from big, inaccurate coordination, and junction easily produces destruction.

4, the building version is held version with steel usually and is placed the girder steel top, link with WELDING STUDS again, and the construction trouble, the cost height is destroyed by the earthquake horizontal force easily.

5, large-scale beam column accounts for the part plane space, and forces down the floor clear height, and is also comparatively difficult on moulding is handled, weak effect.

6, required facility are large-scale, installation cost height, processed complex, cost height.

Difficulty when 7, the heavy concrete is filled wall easily produces honeycombing.

8, get the raw materials ready and construct and be difficult to systematization and pre-groupization.

9, the water power pipeline construction is difficult for, and is embedded in the version, is unfavorable for structural strength, and influences the duration arrangement.

10, how applied to factory building or the moulding market of simply handling official business, low story dwelling engineering application in being difficult in by limitation.

Therefore, as from the foregoing, above-mentioned traditional steel reinforced concrete structure obviously has inconvenience and exists with defective, and can wait to be improved on practice.

So, the part improved of the above-mentioned defective of the utility model designer thoughts, concentrate on studies and cooperate being suitable for of scientific principle, discuss in the basis in existing " light reinforced bar concrete diadactic structure system ", concrete proposition one Analysis of Nested Design is reasonable, and effectively improves the technical solutions of the utility model of above-mentioned defective.

The utility model content

Main purpose of the present utility model, be to provide the building structure of a kind of light reinforced bar concrete binary, member and the existing mode that applies that existing steel reinforced concrete structure mode is formed, limitation aspect the median low structure utilization, based on " building structure of light reinforced bar concrete binary ", further just worker's method makes up and operational mode, the concrete basis that proposes to be fit to use, damper, the steel material, body of wall, the collocation of version body and group structure mode, to provide quicker, economical and functional, tool high competition power and replace building structure and worker's method of traditional median low structure frame mode.

To achieve the above object, the utility model provides the building structure of a kind of light reinforced bar concrete binary, comprising: a plurality of bases; A plurality of beams, post, it is arranged on these bases; A plurality of dampers, it is connected between basis and the post; And a plurality of editions bodies, body of wall, this edition body includes in the steel board built-in beam, the inner light filling concrete of this edition body, and this body of wall has skeleton and light steel wall, and these editions body, body of wall are incorporated into these beams, post.

To achieve the above object, the utility model also provides the building structure of a kind of light reinforced bar concrete binary, comprising: a plurality of bases; A plurality of beams, post, it is arranged on these bases; A plurality of dampers, it is connected between basis and the post; And a plurality of editions bodies, body of wall, this edition body and body of wall, form with truss mode group structure with flame-resistant foam polystyrene heat insulating board and spot welding steel mesh reinforcement with the construction structure, and water and be equipped with cement mortar, and these editions body, body of wall are incorporated into these beams, post.

The utlity model has following useful effect: structuring concept and assembling mode that the utility model provides a cover to progress greatly include " structuring concept ", " basis, damper and post, beam group structure and member mode that allotment is simplified ", " the group structure and the member mode of version body, body of wall "; Meaning makes the behavior definition reorganization of post and beam structure promptly with the adjustment of structuring concept, just can use module simple, but use easy steel material, is combined into main structural element.

The composition of this overall architecture, make that the composition in building structure and space is more good, and can enter systematization, modularization, in addition, its construction is quick, the raising working security, reduce the climatic effect duration, reduce outside skilled worker and the operation conflict, have more the advantage of environmental protection and diverse development utilization.

For enabling further to understand feature of the present utility model and technology contents, see also following about detailed description of the present utility model and accompanying drawing, yet appended accompanying drawing only provide with reference to and the explanation usefulness, be not to be used for the utility model is limited.

Description of drawings

Fig. 1 is the schematic diagram of the utility model basis first embodiment;

Fig. 2 is the schematic diagram of the utility model basis second embodiment;

Fig. 3 is the schematic diagram of the utility model basis the 3rd embodiment;

Fig. 4 is the schematic diagram of the utility model basis the 4th embodiment;

Fig. 5 is the schematic diagram of the utility model basis the 5th embodiment;

Fig. 6 is the schematic diagram of the utility model damper;

Fig. 7 is the schematic diagram that the utility model post, beam engage;

Fig. 8 is the schematic diagram that the utility model post, beam and cant beam engage;

Fig. 9 is the schematic diagram that the utility model beam and cant beam engage;

Figure 10 is the schematic diagram that the utility model post, beam engage;

Figure 11 is the schematic diagram of the utility model version body first embodiment;

Figure 12 is the schematic diagram of the utility model version body second embodiment;

Figure 13 is the schematic diagram of the utility model version body the 3rd embodiment;

Figure 14 is the schematic diagram of the utility model body of wall first embodiment;

Figure 15 is the schematic diagram of the utility model body of wall second embodiment;

Figure 16 is the schematic diagram of the utility model body of wall the 3rd embodiment;

Figure 17 is the schematic diagram of the utility model skeleton;

Figure 18 is the schematic diagram of the utility model architectural appearance;

Figure 19 is the schematic diagram of the utility model version body, body of wall the 4th embodiment.

[critical element description of reference numerals]

1 basis

11 pedestals

111 main muscle 112 stirrups

113 pre embedded bolts, 114 pedestal steel plates

115 concrete, 116 angle steel

117 concrete, 118 triangle stiffeners

12 ground base plates

13 basal discs

131 reinforcing bars, 132 concrete

14 foundation piles

15 dampers

151 resistance to compression plate bodys, 152 polymer rubbers

153 bolts

16 bottom girders

17 veneer basal discs

18 foundation piles

2 beams

2 ' cant beam

3 posts

31 angle steel

32 bolts

33 stiffeners

4 editions bodies

41 galvanized steel boards

42 light weight concrete constructions

43 reinforcing bars

44 fines concrete

45 cement mortar

46 foamed polystyrene insulating boards

47 spot welding steel mesh reinforcements

48 cement mortar

5 bodies of wall

51 columns

52 cross support arms

53 light steel walls

54 light weight concrete constructions

55 cement whitewash

56 powder surface layers

57 foamed polystyrene insulating boards

58 spot welding steel mesh reinforcements

59 cement mortar

The specific embodiment

The utility model provides the building structure of a kind of light reinforced bar concrete binary, below is illustrated with regard to structuring concept and assembling mode two parts:

(1) in " structuring concept " part:

The traditional architecture structure is with rigid structures, rely on the composition of building structure material intensity, resist the notion of external force such as seismic forces, wind-force in very stiff and demanding mode, therefore also form simply be center of gravity to develop high-intensity steel material and concrete, yet relative such mode can cause heavy superfluous body situation, in the main shaft of the green building of global evolution now, the mode of this waste resource need be adjusted.

" light reinforced bar concrete diadactic structure system " divides into bottom and top two parts conceptive with building structure; Substructure is different from generally only considers the supporting of structure and the function of toppling over, but more include the impact that the thinking basis reduces seismic energy in, reach the up mode of energy transmission of substructure, be adjusted into the strand supporting by firm supporting, and according to the configuration damping unit of demand elasticity of building position, further concrete combination of worker's method and the utilization content thereof of development under such notion.

General beam column frame formula structure designs in the strong column and weak beam mode, under do not have the situation that damper and internal stress adjust on the basis, must rely on heavy steel structure or steel concrete and form the structure of high rigidity, because dead weight is big, the beam column section is relatively big, internal stresss such as the big moment of flexure of very natural generation, torsion, and produce the stress collected state of post beam junction; The superstructure of " light reinforced bar concrete diadactic structure system " is discussed and then is different from general beam column frame formula structure, after the utilization light weight concrete construction reduces construction weight, in the mode of lightweight section structure with the behavior truss, form the skeleton mode of cage modle skeleton as agent structure, come the well-balanced mode of sharing deadweight and live load with effective string group of light weight structure material like this, saving structure material that can be a large amount of also improves the security performance of structure, such structural system is with the constituted mode of escape stake beam section, and specifically change into the characteristic of forming with small-sized reinforcing bar section, this is notion adjustment of the present utility model.

Structure situation with general steel reinforced concrete is analyzed, its basic structural shape is nothing more than being raft foundation or continuous foundation, above large-scale rigidity basal disc, be connected big shape section column with rigid manner, stress under to bear the top transmission, and the counter-force of uploading below accepting, therefore must arrange muscle behind the first earth excavation on the construction operation, fill concrete column more then, backfill table rammed earth more at last; The mode of constructing like this is except consuming time, and whole structures will directly face the direct impact of seismic forces.

General steel reinforced concrete connects stirrup with shaped steel by WELDING STUDS, and through the mode of constructing of template fill concrete, operation is quite complicated again, and consumptive material is many, involve great expense, heavy-duty machinery dependency degree height especially, and work post is many, and operation is big and heavy and dangerous.Moreover, the general employed heavy concrete of steel reinforced concrete, because of passing saturating rate height in moisture content, heat, so aspect energy-conservation and wall physical property, comprise that aspects such as infiltration, wall cancer, heat insulation, insulation are quite bad, even because the formaldehyde of counter tide formed wall cancer powder and body of wall oil paint coating, the dirt mite that also has vexed wet environment to produce more causes inhabitation health problems such as breathing problem, rheumatism, arthritis.

(2), " assembling mode " part that is progressing greatly:

After aforesaid structure behavior condition is adjusted, when the median low structure structure, do not need the post beam of large-sized section, can accurately match suitable post beam according to building storey space moment of span demand; See also Fig. 1 to Figure 19, the utility model includes basis 1, damper 15, beam 2, post 3, version body 4 and body of wall 5, " main basic 1, the damper 15 that allotment is simplified and post 3,2 groups of structures of beam and member mode ", " the group structure mode of body of wall 5, version body 4 ", " body of wall 5 is filled and waterproof types " etc. mainly are provided, below will describe each member and combination thereof in detail:

1, basis:

In response to earthquake region differently, base landform, basement structure demand, and cost, the utility model provides several integrated modes.

A. in the slight following area of earthquake and resource poverty or the short of money area of funds, during no basement, connect ground base plate 12 modes (as shown in Figure 1 to Figure 3) with the simple and easy pedestal 11 of terrain, constitute simple and easy and economic basis 1 mode (because of superstructure loss of weight and post are that supporting-point increases, the average axis of a cylinder power of disperseing, therefore the loading and the bearing reaction demand of each pedestal 11 significantly reduce, so just, need not to apply again the wing plate of traditional footing, so can reduce ground excavation scope, can also replace original grade beam by the ground floor base plate, such mode is quite economical, and significantly reduces duration and labor and materials use).

As shown in Figure 1, the pedestal 11 on this basis 1 includes a plurality of main muscle 111, a plurality ofly binds round the pedestal steel plate 114 that the stirrup 112 in these main muscle 111 peripheries, a plurality of pre embedded bolts 113, that are arranged at these main muscle 111 and stirrup 112 inside are connected in these main muscle 111 upper ends, and filling is equipped with concrete 115 between these main muscle 111, stirrup 112 and pre embedded bolt 113, the upper end of these pre embedded bolts 113 passes the end face of this pedestal steel plate 114, so that the upper end that cooperates nut (figure slightly) to be bolted in these pre embedded bolts 113 is locked.Put and be fixedly welded on the end face of this pedestal steel plate 114 with the post 3 that hot-rolled steel section is made, and between post 3 and pedestal steel plate 114, weld a plurality of triangle stiffeners 118, in order to gain in strength.This ground base plate 12 is provided with a basal disc 13, and this basal disc 13 includes a plurality of reinforcing bars 131 and irritates the concrete 132 that places between these reinforcing bars 131, and this basal disc 13 is connected between pedestal 11 and the post 3.

As shown in Figure 2, structures such as the pedestal 11 on this basis 1, ground base plate 12 and basal disc 13 are roughly same as the previously described embodiments, only the dimensions difference of partial component.

As shown in Figure 3, the pedestal 11 on this basis 1 includes an angle steel 116 and irritates and places angle steel 116 inner and peripheral concrete 117.To put and be fixedly welded on the upper end of this angle steel 116 with the post 3 that high frequency type welding steel is made, and between post 3 and angle steel 116, be welded with triangle stiffener 118.

B. regional more than the moderate earthquake, during no basement, connect dampers 15 (as shown in Figure 4) with concrete or reinforcing bar foundation pile 14, connect the mode of rigid ground base plate (figure slightly) again in the hinge joint mode, damper 15 is connected between the bottom girder 16 of lower end of the upper end of foundation pile 14 and post 3.It is same because superstructure loss of weight and post 3 increase for supporting-point, the average axis of a cylinder power of disperseing, therefore the loading and the bearing reaction demand of each pedestal (foundation pile 14) significantly reduce, but considering the transfer behavior influence of seismic forces, the concrete of utilization precasting or reinforcing bar foundation pile 14 apply in the mode of friction pile, connect damper 15 then, by 15 change earthquake periods of damper or in the elastic shrinkage mode, or with the damping of power conversion mode, reduce and upload energy, and allow with the hinge joint pattern and to upload energy and reduce moment of flexure, torsion, shearing, and convert the less horizontal force of influence and the axle power mode of vertical kenel to, come whole string group by the high ground rigidity basal disc of frame then, to be in harmonious proportion uneven loading, situations such as geology; Such mode performs fast and effectively reduces seismic forces to be influenced.

C. regional more than the moderate earthquake, when basement is arranged, form (as shown in Figure 5) with veneer basal disc 17 and rigidity basement structure, connect this veneer basal disc 17 with concrete pile 18, under the superstructure loss of weight, the counter-force of basement basal disc 17 reduces need not traditional double version raft foundation and large-scale grade beam, except the degree of depth that reduces underground excavation, also comparatively fast economical.2, damper:

The damper of general building structure mainly considering that required damping of seismic damage and recoverability also have degradation period, therefore belongs to the sci-tech product of higher-order, and under original heavy structure, dispose damper is expensive situation; Under the adjustment of aforementioned global concept, the applied damper 15 of the utility model, to be to be different from the past the damper of hundreds of tons of loading costlinesses easily, but the light-type damper between the 3-30 ton is main, and under the short situation of low topology update phase, more can the similar polymer rubber damper of flexible utilization or the compound mode (all types of damper of collocation utilization that can be economic under lightweight) of mechanical oil-pressure damper.

As shown in Figure 6, this damper 15 includes two resistance to compression plate bodys 151 and at least one polymer rubber 152, and this two resistance to compressions plate body 151 utilizes bolt 153 and superstructure thing (for example post) and substructure thing (for example foundation pile) to link.

3, post, beam group structure and member:

The group structure of post 3, beam 2 is arranged on this basis 1, upload in the bottom that stress reduces and under the structure static load significantly reduces, in the combination of beam 2, post 3 members (extremely shown in Figure 10) as Fig. 7, the utilization reinforcing bar is in the assembling ability of bolt or welding high-freedom degree, with the idea of behavior truss, the collocation wall skeleton is formed the mode of cage modle frame construction.

Extremely shown in Figure 10 as Fig. 7, beam 2, post 3 and cant beam 2 ' utilize welding or the mode of being spirally connected to be engaged, in addition between beam 2 and the post 3, between beam 2 and the beam 2 and be welded with angle steel 31, and between beam 2 and the post 3, between beam 2 and the beam 2 with a plurality of stiffeners 33 of bolt 32 interlockings, in order to increase bond strength.

A. the building of about five meters of following spans of two floors constitutes main beam 2, post 3 with H shaped steel 150*100*6*9 and H shaped steel 100*100*6*8, inverted T shape steel 125*125*5*8 girder.

B. the building of about six meters of following spans of four floors constitutes main beam 2, post 3 with H shaped steel 200*150*6*9, H shaped steel 150*100*6*9 and H shaped steel 100*100*6*8 girder.

C. then match suitable reinforcing bar section collocation H shaped steel 100*100*6*8 girder more than five layers by actual building height span.

D. look the building structure demand of service life, steel structure structure material can be handled in zinc-plated mode and assembled in the mode of full bolt, such mode can be used in the higher structure aspect.

In the requirement of conventional steel structure rigidity, the deadweight of large-scale steel and section big (general below four layers with 340*250*9*14 and 390*300*10*16) all have suitable influence to architectural image, plane general layout and building height; Taking into account compartment elasticity, appropriateness increases under the beam column, analyzes through accurate steel structure, matches moderate reinforcing bar section, and whole like this structure material uses can be economical many.

4, version body group structure and member:

The major function of general floor version body is at the carrying live load, and part then has shares the moment of flexure that girder construction is extended; After the integral body supporting of building was responsible for by the cage type framework, the function of floor version body was then to bear this block deadweight and live load, and therefore the problem of considering is that sound insulation, heat insulation, fire prevention and an edition body combine with the effective of beam.The utility model version body group structure and the member two kinds of modes of can arranging in pairs or groups, a kind of as Figure 11 and shown in Figure 12, the utility model is with in galvanized steel board 41 built-in beams 2, inner and light filling concrete 42, be equipped with reinforcing bar 43 above and recharge several centimeters thick fines concrete 44, constitute version body 4 whereby.As shown in figure 13, it is with in galvanized steel board 41 built-in beams 2, and inner light filling concrete 42 recharges several centimeters thick cement mortar 45 above, constitutes version body 4 whereby.

41 constructions of galvanized steel board are convenient, the one side alternate template, form job platform on the one hand, and light weight concrete construction is 42 in light weight, water absorption rate is low, the disconnected heat of sound insulation is good, can reduce weight and increase sound insulation and fire prevention as bottom, above reinforcing bar 43 and 44 of fines concrete can link the version body 4 of different blocks and the pressure-bearing of bearing lightweight compartment, in order to improving general heavy concrete version body, and template assembling difficulty, situations that consumptive material is many from great.

Another way,, is watered the mode of putting cement mortar 48 above and is constituted with the 3D version (being designated hereinafter simply as the 3D version) that truss mode group structure forms with flame-resistant foam polystyrene heat insulating board (EPS) 46 and spot welding steel mesh reinforcement 47 with the construction structure as shown in figure 19.This 3D version is with the purpose of EPS as light weight and disconnected heat, its pipeline sets easy, can be used as job platform, its mould and the pre-characteristic of organizing after also can laying when construction, significantly the reduction of erection time, the follow-up space of a whole page is also very easy for construction with the surface layer spray operation at the version end.

5, body of wall group structure and member:

As Figure 14 and shown in Figure 15, this body of wall 5 includes a plurality of columns 51 as skeleton, a plurality ofly is arranged in the cross support arm 52 of these columns 51 and is assembled in light steel wall (comprising edition body reinforcing bar and zinc-plated expansion web) 53 on these columns 51, and build light weight concrete construction (figure slightly) in its inside, and be provided with cement in the outside and whitewash 55.As shown in figure 16, this body of wall 5 is used for the wall of compartment, includes light steel wall 53, and has built light weight concrete construction 54 in its inside, and is provided with cement in the outside and whitewashes 55 and powder surface layer 56, and these body of wall 5 upper and lower ends are connected in beam 2 and version body 4.In the combination operation of these columns 51 and light steel wall 53, can easily light steel wall 53 and 3D plate ironware be assembled with gunpowder nail hitting or self-tapping screw, and a plurality of cross support arms 52 are set process or diagonal brace object, cable wire and column 51 link, and constitutes complete cage type framework.Skeleton of the present utility model constitutes except well-balanced property and harmony with height, the combination of main body framework that beam 2, post 3 etc. constitute and body of wall 5, version body 4, can apply by same work post, reduce outside the work post, and water power can apply simultaneously can not cause the construction conflict, in order to replacing the wall construction mode that tradition is formed with template and reinforcing bar, the labour that construction operation needn't be big and heavy, applying with regard to duration, quality, engineering management and water power pipe arrangement all has suitable help.

As shown in figure 19, body of wall 5,, waters the mode of putting cement mortar 59 above and constitutes with the 3D version that truss mode group structure forms with flame-resistant foam polystyrene heat insulating board (EPS) 57 and spot welding steel mesh reinforcement 58 with the construction structure.

6, body of wall is filled and waterproof:

Version body and wall body are if adopt 2W-DEC aluminium zinc steel board and light steel wall system, aspect filling, select collocation light weight concrete construction 54 workabilities good, employed facility are little, and in light weight, water absorption rate is low, the good characteristic of the disconnected heat of sound insulation, be filled in the good interior external wall structure of formation in light steel wall 53 systems, right because of light steel wall 53 collocation light weight concrete constructions 54, though water absorption rate is low than general concrete, do not have a waterproof ability but fill the space, so must the correct waterproofing work of collocation.Cement mortar bottoming operation behind light steel wall light filling concrete 54, must add waterproof powder, the cement mortar hole is stopped up, to get rid of the situation of general cement mortar siphon suction, and bathing lavatory, balcony and window frame outer rim, in the mode of elastic cement or other waterproofing materials coating reinforcement waterproof, come integrant effective waterproofing system.

General heavy concrete is except passing the saturating rate height from great, heat, because moisture content height, be subjected to the situation of climate change formation dewfall, counter tide very serious, form wall cancer and the excessive situation of interior space humidity easily, and heavy concrete itself also can't reach the requirement of comprehensive waterproof, therefore body of wall 5 is separated in sound insulation, heat insulation, the function of fire prevention aspect waterproof, sound insulation just, heat insulation, fire prevention aspect are handled by light weight concrete construction 54, solve waterproof problem and increase waterproofing system in addition.If version body and wall body is during employing 3D version, and the waterproof cement mortar of then arranging in pairs or groups constitutes surface layer in the spray operation mode, and it is hung and water-proof function can also have quite good usefulness; By above-mentioned composition to form light reinforced bar concrete binary of the present utility model building structure.

Light reinforced bar concrete binary of the present utility model building structure, it is as follows to have advantage at least:

1, safety of structure, health and comfortableness usefulness are good.

2, from heavy and light, material economy can be saved natural resources 3/5, the tool feature of environmental protection.

3, use the general building materials in market, tool popularization.

4, whole shell system can carry out Construction Plan and QC accurately, tool systematicness integrality.

5, agent structure can be got the raw materials ready more than 70% in advance, shortens the duration of worker location construction, tool competitiveness.

6, meteorotropic situation significantly reduces in the assembling process, tool stability.

7, can participate in the commercial expansion of tool by locality existing construction company or workman.

8, can use the structural analysis of existing steel reinforced concrete, steel concrete and steel structure, and after easy the adjustment, meet all parts of the world statutory regulations.

But the above only is preferred embodiment of the present utility model; non-ly be intended to limit to protection domain of the present utility model; therefore the equivalence done of every utilization the utility model manual and accompanying drawing content changes, and all in like manner all is contained within the protection domain of the present utility model explanation hereby.

Claims (16)

1, a kind of light reinforced bar concrete binary building structure is characterized in that, comprising:

A plurality of bases;

A plurality of beams, post, it is arranged on these bases;

A plurality of dampers, it is connected between basis and the post; And

A plurality of editions bodies, body of wall, this edition body includes in the steel board built-in beam, the inner light filling concrete of this edition body, this body of wall has skeleton and light steel wall, and these editions body, body of wall are incorporated into these beams, post.

2, light reinforced bar concrete binary as claimed in claim 1 building structure is characterized in that, this basis includes pedestal and connects the ground base plate of this pedestal.

3, light reinforced bar concrete binary as claimed in claim 2 building structure, it is characterized in that, this basic pedestal includes a plurality of main muscle, a plurality ofly binds round the pedestal steel plate that the stirrup in these main muscle peripheries, a plurality of pre embedded bolt, that is arranged at these main muscle and stirrup inside are connected in these main muscle upper ends, irritate between main muscle, stirrup and pre embedded bolt and be equipped with concrete, this post is fixed in the end face of this pedestal steel plate.

4, light reinforced bar concrete binary as claimed in claim 3 building structure is characterized in that, is connected with the triangle stiffener between this post and this pedestal steel plate.

5, light reinforced bar concrete binary as claimed in claim 2 building structure is characterized in that, this ground base plate is provided with a basal disc, this basal disc include a plurality of reinforcing bars and filling place these reinforcing bars between concrete, this basal disc is connected between pedestal and the post.

6, light reinforced bar concrete binary as claimed in claim 2 building structure, it is characterized in that, this basic pedestal includes an angle steel and filling places the inner and peripheral concrete of this angle steel, and this post is fixed in the upper end of this angle steel, is welded with the triangle stiffener between post and angle steel.

7, light reinforced bar concrete binary as claimed in claim 1 building structure is characterized in that this basis includes foundation pile, and this foundation pile is connected with this damper, connects the rigid ground base plate in the hinge joint mode again, and this damper is connected between this foundation pile and this post.

8, light reinforced bar concrete binary as claimed in claim 1 building structure is characterized in that, this basis includes veneer basal disc and rigidity basement structure, connects this veneer basal disc with concrete pile.

9, light reinforced bar concrete binary as claimed in claim 1 building structure is characterized in that, between beam and the post, between beam and the beam, be welded with angle steel.

10, light reinforced bar concrete binary as claimed in claim 1 building structure is characterized in that, between beam and the post, between beam and the beam, with the bolt interlocking stiffener is arranged.

11, light reinforced bar concrete binary as claimed in claim 1 building structure is characterized in that, is equipped with reinforcing bar above the light weight concrete construction of this edition body, and fills the fines concrete.

12, light reinforced bar concrete binary as claimed in claim 1 building structure is characterized in that, filling concrete mortar above the light weight concrete construction of this edition body.

13, light reinforced bar concrete binary as claimed in claim 1 building structure, it is characterized in that, this body of wall includes a plurality of columns as skeleton, a plurality ofly is arranged in the cross support arm of these columns and is assembled in light steel wall on these columns, and built light weight concrete construction in its inside, the outside is provided with cement and whitewashes.

14, light reinforced bar concrete binary as claimed in claim 1 building structure is characterized in that, light weight concrete construction has been built in this body of wall inside, and the outside is provided with that cement whitewashes and the powder surface layer.

15, as claim 13 or 14 described light reinforced bar concrete binary building structure, it is characterized in that the light weight concrete construction of this body of wall is added with waterproof powder.

16, a kind of light reinforced bar concrete binary building structure is characterized in that, comprising:

A plurality of bases;

A plurality of beams, post, it is arranged on these bases;

A plurality of dampers, it is connected between basis and the post; And

A plurality of editions bodies, body of wall, this edition body and body of wall, form with truss mode group structure with flame-resistant foam polystyrene heat insulating board and spot welding steel mesh reinforcement with the construction structure, and water and be equipped with cement mortar, and these editions body, body of wall are incorporated into these beams, post.

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