CN206143914U - SC fabricated frame bearing structure system - Google Patents
SC fabricated frame bearing structure system Download PDFInfo
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- CN206143914U CN206143914U CN201621155676.9U CN201621155676U CN206143914U CN 206143914 U CN206143914 U CN 206143914U CN 201621155676 U CN201621155676 U CN 201621155676U CN 206143914 U CN206143914 U CN 206143914U
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- frame
- bracing systems
- concrete layer
- structure system
- bearing structure
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Abstract
The utility model relates to a building construction field especially relates to a SC fabricated frame bearing structure system. Including the SC frame bearing structure system component post, SC frame bearing structure system shaped steel concrete combined slab, SC frame bearing structure system composite beam and SC frame bearing structure system prefabricated staircase, including the SC frame bearing structure system component post the SC frame bearing structure system shaped steel concrete combined slab the SC frame bearing structure system composite beam and the SC frame bearing structure system prefabricated staircase all includes reinforcing bar bone, precast concrete layer, cast in situ concrete layer and standardized arrangement of reinforcement. The utility model provides a space voltage vector complete relatively to part precast concrete's form replaces current mould and has shortened the time limit for a project by a wide margin, has practiced thrift the cost, has reduced the production of waste material and has reduced the pollution to the environment.
Description
Technical field
The utility model is related to build thing construction field, more particularly to a kind of SC assembling frames-Bracing Systems.
Background technology
At present China's traditional architecture mode of production generally existing that buildings and resources high energy consumption, production efficiency is low, engineering matter
The problems such as amount and safety cause anxiety, labor cost is stepped up, shortage of resources is serious.This requires that constructional enterprises must change biography
The mode of production is built in construction in a systematic way, meets the requirement of future architecture industry sustainable development, is promoted the development of novel building industry modernization and is built
The upgrading of industry constructional transfer is built, changes Building Trade in China present situation, break away from the dependence and constraint of traditional architecture pattern, seek building industry
Modern times turn to evolution of objective path.The defect and deficiency of prior art:Field operation amount is big, and airborne dust noise pollution is serious, and
Larger by natural environment influence, the duration is longer to be difficult to ensure that；Limited by site work environment, project installation precision is not high, node
It is long-standing common quality defect that place's quality is particularly crack；Support system workload is big, potential safety hazard is more, and floor need to supported
The construction of the subsequent techniques such as model sheetinstallat, long construction period and potential safety hazard is more can be carried out after System Safety Guarantee measure in place；
Not enough, in China still in development mid-term, the space of building industrialization technology application development is also for building industrialization for social awareness
Extremely limited, some areas lack correct understanding to the essence of building industrialization, standards system is unsound, and building industrialization is sent out
Exhibition is still slow on the whole.The industrialization technology talent lacks with industrialization workman, bottleneck occurs, is currently engaged in industrialized technology
Personnel amount is few, and total quality is not high, needs the construction team through professional training to coordinate and installs, and these hinder to a certain extent
The popularization and development of building industrialization；Traditional prefabricated components system is from great, and anti-seismic performance is low, traditional cast-in-place system scene steel
Take a lot of work during muscle construction cost serious waste of resources；Therefore, for prior art shortcoming, SC frame support structures system of the present invention is combined
The highly developed Steel Structure Industry of industrialization, coordinates various high performance concrete combination techniques, innovation system to solve reinforced concrete
The problem of native connecting node assembling inadequate natural endowment, site operation problem of environmental pollution, green construction material application problem, production
Cost occupies high problem, supply side reform and goes production capacity problem etc. meaningful great.
Utility model content
A kind of SC assembling frames-Bracing Systems are provided for above technical problem the utility model.A kind of SC dresses
With formula frame-brace structure system, mix containing SC frame-brace structure system components posts, SC frame-brace structure systems shaped steel
Solidifying soil superimposed sheet, SC frame-brace structure system composite beams and SC frame-brace structure system precast stairs, it is described including
SC frame-brace structure system components posts, the SC frame-brace structures system steel reinforced concrete superimposed sheet, the SC frameworks-
Bracing Systems composite beam and the SC frame-brace structures system precast stair, including reinforcing bar bone, precast concrete
Layer, cast-in-place concrete layer and standardization arrangement of reinforcement.
Preferably, the SC frame-brace structures system components post, including square steel pipe, fills out in the square steel pipe
If the cast-in-place concrete layer, the square steel pipe periphery sets the concrete layer, buries in the concrete layer
The standardization arrangement of reinforcement.
Preferably, the SC frame-brace structures system steel reinforced concrete superimposed sheet, the concrete layer laying
In bottom, I-steel lays up and down the standardization arrangement of reinforcement, the equidistant parallel laying the latter half of the I-steel
Be embedded at the concrete layer, the I-steel upper half part and institute top lay reinforced mesh be embedded in it is described cast-in-place
Concrete layer.
Preferably, the SC frame-brace structures system composite beam, including under, left and right three face ring be located at the reinforcing bar
The concrete layer of bone leaves top and does not close, and the concrete layer vertical direction sets near the reinforcing bar bone lateral wall
There is the standardization arrangement of reinforcement.
Preferably, the reinforced mesh that the standardization reinforcing bar is laid staggeredly for cross.
Preferably, the SC frame-brace structures system precast stair, including stair shape precast concrete, the building
Ladder type prefabricated concrete is upper and lower to be equipped with the standardization arrangement of reinforcement that profile therewith is adapted, and the reinforcing bar bone is " L " type angle steel, edge
Concavo-convex edges and corners be arranged in parallel at stair step, and the stair shape precast concrete left and right sides is provided with terraced beam.
Preferably, the SC frameworks support stair top to be provided with reserved installation positioning round orifice.
Preferably, the SC frame support structures system composite beam is provided with the first oblique connection bracket, the SC
Frame support structure system components post is provided with the second oblique connection bracket, the first connection bracket and second connection
Framework support is provided between bracket.
The utility model provides a set of relatively complete space structure system, in the form of the concrete prefabricated mould in part
The duration is greatly shortened, cost has been saved, the generation of waste material is reduced and is reduced the pollution to environment.
Description of the drawings
Fig. 1 is the SC assembling frame Bracing Systems general illustrations of embodiment 1；
Fig. 2 parses schematic diagram for the SC assembling frame Bracing Systems principle of embodiment 1；
Fig. 3 is the SC frame support structure system components rod structure schematic diagrames of embodiment 2；
Fig. 4 is the SC frame support structure system steel reinforced concrete superimposed sheet front views of embodiment 3；
Fig. 5 is the SC frame support structure system steel reinforced concrete superimposed sheet top views of embodiment 3；
Fig. 6 is to implement to found 4 SC frame support structure system composite beam front views；
Fig. 7 supports stair front view for the SC frameworks of embodiment 5；
Fig. 8 supports stair A-A faces sectional view for the SC frameworks of embodiment 5；
Fig. 9 supports stair B visual angles partial enlarged drawing for the SC frameworks of embodiment 5；
Figure 10 supports overall pattern for the SC frameworks support frame of embodiment 6；
Figure 11 supports first to connect partial schematic diagram at bracket node for the SC frameworks support frame of embodiment 6；
Figure 12 supports second to connect partial schematic diagram at bracket for the SC frameworks support frame of embodiment 6；
SC frame support structure system components post 1, second connects bracket 1-1, SC frame support structure system shaped steel coagulation
Native superimposed sheet 2, the connection bracket 3-1 of SC frame support structure systems composite beam 3, first, framework support 31, SC frameworks to support stair
4th, reinforcing bar bone 5, square steel pipe 5-1, I-steel 5-2, staircase-type precasting steel frame 5-3, concrete layer 6, building ladder type prefabricated are mixed
Solidifying soil 6-1, terraced beam 6-2, cast-in-place concrete layer 7, reserved installation positioning round orifice 7-1, standardization arrangement of reinforcement 8.
Specific embodiment
Embodiment 1
As shown in Figure 1 and Figure 2, containing SC frame-brace structure system components post 1, SC frame-brace structure system shaped steel
Concrete folding plate 2, SC frame-brace structure systems composite beam 3 and SC frame-brace structure systems precast stair 4, it is described
Including SC frame-brace structure system components post 1, the SC frame-brace structures system steel reinforced concrete superimposed sheet 2, described
SC frame-brace structure systems composite beam 3 and the SC frame-brace structures system precast stair 4, including it is reinforcing bar bone 5, pre-
Concrete layer processed 6, cast-in-place concrete layer 7 and standardization arrangement of reinforcement 8.
The system be a building system, the system provide beam, post, floor, stair, its primary structure principle with it is existing
The difference of technology is that the use of concrete layer is greatly shortened the duration, reduces cost of labor, and with prefabricated mixed
Solidifying soil replaces traditional moulds, directly that mould is integrated with building structure, i.e., safe and environmentally friendly.Post is supported, and is set up between post
Beam, lays superimposed sheet between beam, stair provide the passage of upper and lower displacement.
Embodiment 2
As shown in figure 3, a kind of SC assembling frames Bracing Systems, on the basis of embodiment 1, the SC frameworks-
Bracing Systems component column 1, including square steel pipe 5-1, fill out in the square steel pipe 5-1 and set the cast-in-place concrete layer 7, institute
State square steel pipe 5-1 peripheries and set the concrete layer 6, the standardization arrangement of reinforcement 8 is buried in the concrete layer 6.
Component column is further described, outer layer be four sides concrete layer, inside set reinforcing bar bone, reinforcing bar bone with
Concrete layer quality inspection casting concrete is filled, and the golden auxiliary positioning anticracking of mark words pendant is buried therebetween.
Embodiment 3
As shown in Figure 4 and Figure 5, a kind of SC assembling frames Bracing Systems, on the basis of embodiment 1, the SC
Frame-brace structure system steel reinforced concrete superimposed sheet 2, the concrete layer 6 is layed in bottom, on I-steel 5-2
Under lay the standardization arrangement of reinforcement 8, the I-steel 5-2 equidistantly parallel laying the latter half be embedded at it is described prefabricated
Concrete layer 6, the I-steel 5-2 upper half parts and institute top are laid reinforced mesh 8 and are embedded in the cast-in-place concrete layer
7。
Superimposed sheet lower section is precast slab, and I-steel is placed thereon, while standardizing arrangement of reinforcement, is poured thereon afterwards
Concrete grout is built, I-steel and standardization arrangement of reinforcement all submerge wherein.I-steel lower half and lower standardization arrangement of reinforcement are filled
In the reinforcing bar bone first half described in the concrete layer and the embedded cast-in-place concrete layer of upper standardization arrangement of reinforcement.
Embodiment 4
As shown in fig. 6, the SC frame-brace structures system composite beam 3, including under, left and right three face ring be located at the steel
The concrete layer 6 of bone 5 leaves top and does not close, and the vertical direction of the concrete layer 6 is outside the reinforcing bar bone 5
Side wall is provided with the standardization arrangement of reinforcement 8；The reinforced mesh that the standardization reinforcing bar 8 is laid staggeredly for cross.
Composite beam is to surround reinforcing bar bone with three pieces of precast slabs, stays top not close, three pieces of one piece or so of plate lower sections
Both sides are each one piece, and in the left and right sides, precast slab is provided with standardization arrangement of reinforcement near the side of reinforcing bar bone.By cast-in-place concrete
Pour thereon.Cross reinforced mesh staggeredly dramatically increases can its rupture strength.
Embodiment 5
As shown in figs. 7 to 9, a kind of SC assembling frames Bracing Systems, on the basis of embodiment 1, the SC frames
Frame-Bracing Systems precast stair 4, including stair shape precast concrete 6-1, the stair shape precast concrete 6-1 is upper and lower
It is equipped with the standardization arrangement of reinforcement 8 that profile therewith is adapted, the reinforcing bar bone 5 is " L " type angle steel, the concavo-convex corner angle at stair step
Place be arranged in parallel, and the stair shape precast concrete 6-1 left and right sides is provided with terraced beam 6-2；The SC frameworks support the top of stair 4
It is provided with reserved installation positioning round orifice 7-1.
Precast stair both sides using staircase-type shape steel skeleton, step number on demand depending on, set at each concave rib and fin
Put across two angle steel skeletons.Reserved positioning round orifice of installing can be used to positioning entirety.
Embodiment 6
As shown in Figure 10-Figure 12, a kind of SC assembling frames Bracing Systems, on the basis of embodiment 1, the SC
Frame-brace structure system composite beam 3 is provided with the first oblique connection bracket 3-1, the SC frame-brace structures system structure
Part post 1 is provided with the second oblique connection bracket 1-1, between the first connection bracket 3-1 and the second connection bracket 1-1
It is provided with framework and supports 31.
It is skewed horizontal load between post and beam that framework is supported, on beam with one respectively set on post be connected bracket, Zhi Jianyong
Framework supports connection, and it can be various shaped steel that framework is supported, and bolt positioning hole is provided with shaped steel, and on connection bracket spiral shell is provided with
Bolt location hole, two this by fixed plate connect, such as tetragonal shaped steel can be as needed laid during concrete operations can be made
Steel plate is all laid with four sides.
Framework support system is characterised by that support system is connected with composite beam above, component column by connecting node first
Bracket and the second connection bracket are attached fixation, ensure integrally-built stability security.
The utility model is not limited to above-mentioned preferred forms, and anyone can draw under enlightenment of the present utility model
Other various forms of products, however, make any change in its shape or structure, it is every with same as the present application or phase
Approximate technical scheme, all falls within protection domain of the present utility model.
Claims (8)
1. a kind of SC assembling frames-Bracing Systems, containing SC frame-brace structures system components post (1), SC frameworks-
Bracing Systems steel reinforced concrete superimposed sheet (2), SC frame-brace structures system composite beam (3) and SC frame-braces knot
Structure system precast stair (4), it is characterised in that including the SC frame-brace structures system components post (1), the SC frameworks-
Bracing Systems steel reinforced concrete superimposed sheet (2), the SC frame-brace structures system composite beam (3) and the SC frames
Frame-Bracing Systems precast stair (4), including reinforcing bar bone (5), concrete layer (6), cast-in-place concrete layer (7) and
Standardization arrangement of reinforcement (8).
2. a kind of SC assembling frames-Bracing Systems according to claim 1, it is characterised in that the SC frameworks-
Fill out in Bracing Systems component column (1), including square steel pipe (5-1), the square steel pipe (5-1) and set the cast-in-place concrete
Layer (7), square steel pipe (5-1) periphery sets the concrete layer (6), and institute is buried in the concrete layer (6)
State standardization arrangement of reinforcement (8).
3. a kind of SC assembling frames-Bracing Systems according to claim 1, it is characterised in that the SC frameworks-
Bracing Systems steel reinforced concrete superimposed sheet (2), the concrete layer (6) is layed in bottom, on I-steel (5-2)
Under lay standardization arrangement of reinforcement (8), the I-steel (5-2) equidistantly parallel laying the latter half be embedded at it is described prefabricated
Concrete layer (6), I-steel (5-2) upper half part and institute top lay reinforced mesh (8) be embedded in it is described it is cast-in-place mix
Solidifying soil layer (7).
4. a kind of SC assembling frames-Bracing Systems according to claim 1, it is characterised in that the SC frameworks-
Bracing Systems composite beam (3), including under, left and right three face ring stays located at the concrete layer (6) of the reinforcing bar bone (5)
There is top not close, concrete layer (6) vertical direction is provided with the standardization near reinforcing bar bone (5) lateral wall
Arrangement of reinforcement (8).
5. a kind of SC assembling frames-Bracing Systems according to claim 4, it is characterised in that the standardization
The reinforced mesh that reinforcing bar (8) is laid staggeredly for cross.
6. a kind of SC assembling frames-Bracing Systems according to claim 1, it is characterised in that the SC frameworks-
Bracing Systems precast stair (4), including stair shape precast concrete (6-1), the stair shape precast concrete (6-1)
Upper and lower to be equipped with the standardization arrangement of reinforcement (8) that profile therewith is adapted, the reinforcing bar bone (5) is " L " type angle steel, along stair step
Locate concavo-convex edges and corners to be arranged in parallel, stair shape precast concrete (6-1) left and right sides is provided with terraced beam (6-2).
7. a kind of SC assembling frames-Bracing Systems according to claim 6, it is characterised in that the SC frameworks-
Stair (4) top is supported to be provided with reserved installation positioning round orifice (7-1).
8. a kind of SC assembling frames-Bracing Systems according to claim 1, it is characterised in that the SC frameworks-
Bracing Systems composite beam (3) is provided with the first oblique connection bracket (3-1), the SC frame-brace structures system structure
Part post (1) is provided with the second oblique connection bracket (1-1), first connection bracket (3-1) and the second connection bracket
(1-1) framework is provided between and supports (31) system.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621155676.9U CN206143914U (en) | 2016-10-31 | 2016-10-31 | SC fabricated frame bearing structure system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621155676.9U CN206143914U (en) | 2016-10-31 | 2016-10-31 | SC fabricated frame bearing structure system |
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| Publication Number | Publication Date |
|---|---|
| CN206143914U true CN206143914U (en) | 2017-05-03 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621155676.9U Active CN206143914U (en) | 2016-10-31 | 2016-10-31 | SC fabricated frame bearing structure system |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108331223A (en) * | 2018-02-12 | 2018-07-27 | 北京工业大学 | A kind of bolted and welded connection quadrate steel pipe column-stealth beam floor assembly system |
-
2016
- 2016-10-31 CN CN201621155676.9U patent/CN206143914U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108331223A (en) * | 2018-02-12 | 2018-07-27 | 北京工业大学 | A kind of bolted and welded connection quadrate steel pipe column-stealth beam floor assembly system |
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