CN206299126U - A kind of assembled plate-column structure floor and floor panels component - Google Patents
A kind of assembled plate-column structure floor and floor panels component Download PDFInfo
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- CN206299126U CN206299126U CN201621391998.3U CN201621391998U CN206299126U CN 206299126 U CN206299126 U CN 206299126U CN 201621391998 U CN201621391998 U CN 201621391998U CN 206299126 U CN206299126 U CN 206299126U
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- connecting plate
- band
- plate band
- floor slab
- adjacent pillars
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Abstract
The utility model discloses a kind of assembled plate-column structure floor and floor panels component, the assembled plate-column structure floor includes the precast floor slab unit member of adjacent pillars connecting plate band including several；Or include the precast floor slab unit member and several conventional precast floor slab unit members of adjacent pillars connecting plate band including several；Adjacent pillars connecting plate band in the precast floor slab unit member for including adjacent pillars connecting plate band is the whole strip band-like plate for collapsing between adjacent two post, the cross-section centroid line of adjacent two structural column of the adjacent pillars connecting plate band to be connected is baseline, and its width is more than or equal to the maximal side in the connection side of adjacent two structural column that the adjacent pillars connecting plate band is connected；The adjacent pillars connecting plate band is configured with straight-through bottom arrangement of reinforcement in span direction.Cost-effective and convenient construction is not only able to using the technical solution of the utility model, while the security reliability of precast floor slab plate-column structure can also be improved.
Description
Technical field
The utility model is related to the prefabricated assembled concrete structure in building industrialization field, and in particular to a kind of assembled
Plate-column structure floor and floor panels component.
Background technology
Meet the mode of production of environmental protection and energy saving due to assembled architecture, country proposes the time with 10 years or so, makes dress
The ratio for accounting for new building with formula building reaches 30% developing goal；And plate-column structure has in equal use space premise
The advantage of floor height being reduced down, and there is good economy in hypogee and multiple story garage, plate-column structure is if reality
It is now prefabricated assembled also to have the very big market space.
Building structure split into can plant produced, transport, be easily installed, safe and reliable and economical rationality structure is met again
Part is building industrialization --- the crucial first step of assembled architecture.
The plate-column structure of current prefabricated concrete structure has the disadvantage that：
(1) current assemble type concrete slab rod structure form has use to originate from Yugoslavia's eighties in last century
" the integrated prestress assembled plate-column structure " of the prestressing force friction node of " IMS " system, i.e. floor rely on prestressing force and its product
Raw stiction supporting and fixing forms prestressing force friction node form on post between plate and post.In this form, rub
The compression of power derives from the prestress wire of live post-stretching, because of the particular/special requirement that it is connected, the prestress wire
The construction technology of drawing is cumbersome, difficulty is big, and the technical requirements to workmen are very high；Additionally, the prestressing force purpose of node tensioning
It is, in order to connect needs, and additional stress to be generated to the component of original assembling, has not only increased design difficulty but also had influence on engineering and made
Valency；When also using " IMS " system, prestressing force friction node not only needs to meet the relevant regulation of reinforced concrete structure, also
Need to meet《Integrated prestress assembled plate-column structure technical regulation CECS52：2010》Requirement, it is only association criterion code,
Rather than national standard, from another point of view side light should " IMS " system connection method there are some or at least illustrate not
It is perfect structure type, is the implementation technology not over national accreditation；In actual applications because site operation difficulty
Greatly (do not apply to industrialized construction), the cost production for being not suitable for market economy high, perform typical problem and be subject to resistance, lead
Twenty or thirty year is caused to go over using still few.
(2) division of assembled floor is carried out at post line at present, and this division causes that plate-column structure stress is answered
Miscellaneous, the shearing of moment of flexure maximum, floor and post junction specifically at slab strips on columns is maximum, and its floor is (equivalent to beam slab knot
Structure) thickness it is smaller, cause that the effective depth by curved section is smaller, the ratio of reinforcement is higher, post cuts face with the anti-impact of plate junction
Also it is small, therefore this division methods are very unscientific.Additionally, strip is that whole plate-column structure is most important at adjacent pillars line
Position, and its bar connecting security reliability is most important, even if bar connecting will also reach I grades of connection jointing requirements.
Utility model content
First purpose of the present utility model is to provide a kind of division methods of assembled plate-column structure floor, by this
Method is divided into some prefabricated units to assembled plate-column structure floor, the plate being assembled into using the prefabricated unit of this division
Rod structure floor is not only able to cost-effective and convenient construction, while the safe and reliable of precast floor slab plate-column structure can also be improved
Property.
Second purpose of the present utility model is to provide a kind of division methods by above-mentioned assembled plate-column structure floor
The assembled plate-column structure floor of acquisition.
3rd purpose of the present utility model is to provide a kind of floor panels structure for constituting above-mentioned assembled plate-column structure
Part.
The utility model solve above-mentioned technical problem technical scheme be：
A kind of division methods of assembled plate-column structure floor, the overall floor of plate-column structure is connected with rear pouring concrete
Band is divided into the precast floor slab unit member that several include adjacent pillars connecting plate band, and these include adjacent pillars connecting plate band
Precast floor slab unit member between and this include the precast floor slab unit member of adjacent pillars connecting plate band and structural column it
Between after pouring concrete connect band connect into plate-column structure floor；
Or by the overall floor of plate-column structure with rear pouring concrete connect band be divided into several include adjacent pillars connect
The precast floor slab unit member of fishplate bar band and several conventional precast floor slab unit members, these include adjacent pillars connecting plate band
Precast floor slab unit member between and this include the precast floor slab unit member of adjacent pillars connecting plate band and structural column it
Between after the connection of pouring concrete connect band, between the conventional precast floor slab unit member and the conventional precast floor slab unit structure
The pouring concrete connect band connection after, forms sheet-pile between part and the precast floor slab unit member for including adjacent pillars connecting plate band
Structure floor；
Adjacent pillars connecting plate band in the precast floor slab unit member for including adjacent pillars connecting plate band is adjacent two
The whole strip band-like plate for collapsing between post, the adjacent pillars connecting plate band is connected with the cross-section centroid of adjacent two structural column for being connected
Line is baseline, during maximum in of the connection of adjacent two structural column that its width is connected more than or equal to the adjacent pillars connecting plate band
It is long；The adjacent pillars connecting plate band is configured with straight-through bottom arrangement of reinforcement in span direction.
Preferably, the precast floor slab unit member for including adjacent pillars connecting plate band is divided into B1 type precast floor slab units
Component, B2 type precast floor slabs unit member, B3 type precast floor slab unit members and B4 type precast floor slab unit members, wherein, B1
Type precast floor slab unit member is the conventional floor connecting plate band that both sides have equal wide centered on adjacent pillars connecting plate band；
B2 type precast floor slab unit members are the conventional floor connecting plate that both sides have unequal width centered on adjacent pillars connecting plate band
Band；B3 type precast floor slab unit members are that side has conventional floor connecting plate band centered on adjacent pillars connecting plate band, another
Side is without routine floor connecting plate band；The B4 types precast floor slab unit member is that both sides are equal centered on adjacent pillars connecting plate band
Without routine floor connecting plate band；The conventional floor connecting plate band is the precast floor slab unit for including adjacent pillars connecting plate band
Other parts in component in addition to adjacent pillars connecting plate band.In above-mentioned B1-B4 types precast floor slab unit member, adjacent pillars connecting plate
Band is their total structures, and the adjacent pillars connecting plate band is used to ensure that floor maximum stress part is that steel bar continuous and quality are protected
The Integral prefabricated component of card, on this basis, whether adjacent pillars connecting plate band both sides set conventional floor connecting plate band and institute
The width of the conventional floor connecting plate band of setting then determines according to the concrete structure of floor, can flexible design in practice of construction.
A kind of assembled plate-column structure floor, the assembled plate-column structure floor includes adjacent pillars connection including several
The precast floor slab unit member of strip, these include between the precast floor slab unit member of adjacent pillars connecting plate band and the bag
The pouring concrete connect band connection after, forms whole between precast floor slab unit member and structural column containing adjacent pillars connecting plate band
Body floor；
Or including several include the precast floor slab unit member of adjacent pillars connecting plate band and several are conventional prefabricated
Floor panels component, these include between the precast floor slab unit member of adjacent pillars connecting plate band and this includes adjacent pillars
Between the precast floor slab unit member and structural column of connecting plate band after pouring concrete connect band connection, the conventional precast floor slab
Between unit member and the conventional precast floor slab unit member and the precast floor slab unit structure for including adjacent pillars connecting plate band
The pouring concrete connect band connection after between part, forms overall floor；
Adjacent pillars connecting plate band in the precast floor slab unit member for including adjacent pillars connecting plate band is adjacent two
The whole strip band-like plate for collapsing between post, the adjacent pillars connecting plate band is connected with the cross-section centroid of adjacent two structural column for being connected
Line is baseline, during maximum in of the connection of adjacent two structural column that its width is connected more than or equal to the adjacent pillars connecting plate band
It is long；The adjacent pillars connecting plate band is configured with straight-through bottom arrangement of reinforcement in span direction.
Preferably, the precast floor slab unit member for including adjacent pillars connecting plate band includes B1 type precast floor slab units
Component, B2 type precast floor slabs unit member, B3 type precast floor slab unit members and B4 type precast floor slab unit members, wherein, B1
Type precast floor slab unit member is the conventional floor connecting plate band that both sides have equal wide centered on adjacent pillars connecting plate band；
B2 type precast floor slab unit members are the conventional floor connecting plate that both sides have unequal width centered on adjacent pillars connecting plate band
Band；B3 type precast floor slab unit members are that side has conventional floor connecting plate band centered on adjacent pillars connecting plate band, another
Side is without routine floor connecting plate band；The B4 types precast floor slab unit member is that both sides are equal centered on adjacent pillars connecting plate band
Without routine floor connecting plate band；The conventional floor connecting plate band is the precast floor slab unit for including adjacent pillars connecting plate band
Other parts in component in addition to adjacent pillars connecting plate band.
A kind of floor panels component of assembled plate-column structure, the floor panels component includes adjacent pillars connection for one kind
The precast floor slab unit member of strip, the adjacent pillars in the precast floor slab unit member for including adjacent pillars connecting plate band connect
Fishplate bar band is the whole strip band-like plate for collapsing between adjacent two post, adjacent two structure of the adjacent pillars connecting plate band to be connected
The cross-section centroid line of post is baseline, company of its width more than or equal to adjacent two structural column that the adjacent pillars connecting plate band is connected
Maximal side in edge fit；The adjacent pillars connecting plate band is configured with straight-through bottom arrangement of reinforcement in span direction, the bottom arrangement of reinforcement
The length that can enough anchor into bearing is reserved with connection faying face.
Preferably, the precast floor slab unit member for including adjacent pillars connecting plate band includes B1 type precast floor slab units
Component, B2 type precast floor slabs unit member, B3 type precast floor slab unit members and B4 type precast floor slab unit members, wherein, B1
Type precast floor slab unit member is the conventional floor connecting plate band that both sides have equal wide centered on adjacent pillars connecting plate band；
B2 type precast floor slab unit members are the conventional floor connecting plate that both sides have unequal width centered on adjacent pillars connecting plate band
Band；B3 type precast floor slab unit members are that side has conventional floor connecting plate band centered on adjacent pillars connecting plate band, another
Side is without routine floor connecting plate band；The B4 types precast floor slab unit member is that both sides are equal centered on adjacent pillars connecting plate band
Without routine floor connecting plate band；The conventional floor connecting plate band is the precast floor slab unit for including adjacent pillars connecting plate band
Other parts in component in addition to adjacent pillars connecting plate band.
Preferably, in the B1 types precast floor slab unit member, the conventional floor with both sides positioned at adjacent pillars connecting plate
The end face of connecting plate band is provided with 45 ° of corner cut, so when four B1 type precast floor slab unit members are connected into the four of structural column
When at individual side, the end of adjacent pillars connecting plate band can just be more nearly structural column, the phase of B1 type precast floor slab unit members
Adjacent post connecting plate band directly can be connected with cap.
Preferably, the conventional floor connecting plate band in the precast floor slab unit member for including adjacent pillars connecting plate band
It is ribbed prefabricated board or solid common prefabricated board.Ribbed prefabricated board includes close rib composite construction board, two-way ribbed plate, unidirectional ribbed
Plate, cored slab etc..
Preferably, adjacent pillars connecting plate band is matched somebody with somebody in the precast floor slab unit member for including adjacent pillars connecting plate band
Muscle uses elongated dark beam type, or local dark beam type (it is board-like to be configured to dark beam, centre at two ends) or complete board-like；The design is matched somebody with somebody
Muscle can according to building aseismicity, using and load situation carry out reasonable selection, unified with reaching economy and security.
Preferably, the precast floor slab unit member for including adjacent pillars connecting plate band and conventional precast floor slab unit structure
Part is prestressing force precast floor slab unit member；I.e. these precast floor slab unit members apply with prestressing force when prefabricated, so may be used
To reduce amount of reinforcement and reduce floor amount of deflection.
The utility model has the advantages that compared with prior art：
(1) in assembled plate-column structure floor disclosed in the utility model and its division methods and floor panels component,
Introduce a plate-column structure new ideas --- " adjacent pillars connecting plate band ", give plate-column structure comprising adjacent pillars line connection board
The precast floor slab unit member of band, the reinforcing bar of the adjacent pillars connecting plate band is whole across straight-through, so as to most important in plate-column structure
And the most complicated position of stress carries out integral prefabricated, reliability, the security of assembled plate-column structure are improve；And prior art
In be located at adjacent two structural column between adjacent pillars connecting plate band be the non-whole structure that collapses, i.e., adjacent pillars line connection board band is divided into two
Prefabricated unit, and its connecting node increases the difficulty of construction of connecting node in the larger place of stress ratio, increases cost；Safety
Degree is relatively low.
(2) assembled plate-column structure floor of the present utility model and its division methods and floor panels component are applied to institute
Have a plate-column structure, and with current technology can not analogy reasonable structure and economy：Assembled sheet-pile of the present utility model
Structure floor, the power transmission of structure is directly simple, and construction is simple -- only a small amount of live reinforcing bar and rear pouring concrete, do not have
The live compressor wire that the integrated prestress assembled plate-column structure construction of the prestressing force friction node of " IMS " system is complicated is opened
Draw " side effect " -- the additional stress that work and connection prestressing force bring to structure；Additionally, in construction and design process, only
The pertinent regulations of reinforced concrete structure are deferred to, the complexity of design is reduced, the workload of designer is reduced.This reality
With new when using prestressing force precast floor slab, effectively relative plate thickness can be reduced, reduce amount of deflection, screed-coat can be saved again,
Saving workload and quantities simultaneously, moreover it is possible to further mitigate weight, simple site operation can realize prestressed structure again,
So as to realize economy, these are all that current technology (including cast-in-place concrete plate-column structure) cannot analogy.
(3) assembled plate-column structure floor of the present utility model and its division methods and floor panels component, by closing
Reason divides combination makes the connecting node of assembling be arranged on the minimum place of stress as far as possible, by the rear pouring concrete of connecting node
Intensity is not less than former connecting elements intensity, and shearing resistance, resistance to compression at selected division connection faying face, tension iso-stress are easy to
Meet, so as to reach, safety stock is high, reaches the Structural Design Requirement of " strong node, weak component ", and anti-seismic performance is good.
(4) assembled plate-column structure floor of the present utility model, prefabricated by whole slab, realizes prefabricated rate high and assembling
Rate, the prefabricated rate of precast floor slab unit member described in the utility model is high, and the prefabricated rate of floor member is more than 80%, can reach《GB/
T51129-2015》It is required that the prefabricated rate of floor highest standard.
(5) the utility model marks off standard there is provided the floor of standardized sheet-pile (girderless floor) structure, is design
Provides convenient, installs for the unit-modularized production of prefabricated components and standardization and provides exploitativeness.
(6) the utility model for plate-column structure assembled is provided a kind of new technical scheme, apply plate-column structure assembled
Work both met it is safe and reliable, while have cost economic, easy construction, provide technology to promote plate assembled rod structure on a large scale
Basis；Before this except the integrated prestress assembled plate-column structure of a small amount of prestressing force friction node using " IMS " system
Outward, little assembled plate-column structure.
Brief description of the drawings
Fig. 1 divides plan for the floor of the utility model embodiment 1.
Fig. 2 divides plan for the floor of the utility model embodiment 2.
Fig. 3 divides plan for the floor of the utility model embodiment 3.
Fig. 4 divides plan for the floor of the utility model embodiment 4.
Fig. 5 is the perspective view of conventional precast floor slab unit member in embodiment 1,2 and 4.
Fig. 6 is the perspective view of B1 type precast floor slab unit members in embodiment 1.
Fig. 7 is the perspective view of the B1 type precast floor slab unit members with corner cut in embodiment 2 and 4.
Fig. 8 is the perspective view of B2 type precast floor slab unit members in embodiment 1.
Fig. 9 is the perspective view of B3 type precast floor slab unit members in embodiment 3.
Figure 10 is the perspective view of the B3 type precast floor slab unit members of rib-shaped structure.
Figure 11 (a) and Figure 11 (b) figures are 1 A-A profiles (node does not have casting concrete), and wherein Figure 11 (a) is total
Generalized section, Figure 11 (b) is profile node drawing.
Figure 12 is the B-B profiles (node does not have casting concrete) of Fig. 1 and Fig. 2.
Figure 13 (a) and Figure 13 (b) is the C-C profiles (node does not have casting concrete) of Fig. 1 and Fig. 2, wherein Figure 13 (a)
It is total generalized section, Figure 13 (b) is profile node drawing.
Figure 14 is the D-D profiles (node does not have casting concrete) of Fig. 1 and Fig. 2.
Figure 15 (a) and Figure 15 (b) is the E-E profiles (node does not have casting concrete) of Fig. 3, and wherein Figure 15 (a) is total
Generalized section, Figure 15 (b) is profile node drawing.
Figure 16 (a) and Figure 16 (b) is the F-F profiles (node does not have casting concrete) of Fig. 3, and wherein Figure 16 (a) is total
Generalized section, Figure 16 (b) is profile node drawing.
Reference in figure：1- routine precast floor slab unit members, 2-B1 type precast floor slab unit members, 2a-B2 types are pre-
Floor panels component processed, 3-B3 type precast floor slab unit members, 4- adjacent pillars connecting plate bands, 5- structural columns, pouring concrete after 6-
Connect band, the bottom arrangement of reinforcement of 7- adjacent pillars connecting plate bands；Plate width between L- structural column lines, the section of b- structural columns is wide
Degree, h- slab thicknesses.
Specific embodiment
The utility model is described in further detail with reference to embodiment and accompanying drawing, but implementation of the present utility model
Mode not limited to this.
Embodiment 1
The assembled plate-column structure floor and its division methods and floor panels component of the present embodiment are real in the following manner
Apply：
As shown in Fig. 1, Fig. 5-6, Fig. 8 and Figure 11-14, the assembled plate-column structure floor include (being divided into) several
Include adjacent pillars connecting plate with 4 precast floor slab unit member and several conventional precast floor slab unit members 1, these are included
Have between precast floor slab unit member of the adjacent pillars connecting plate with 4 and this includes adjacent pillars connecting plate with 4 precast floor slab
Between unit member and structural column 5 after pouring concrete connect band 6 connect, between the conventional precast floor slab unit member 1 with
And the conventional precast floor slab unit member 1 and including poured after between precast floor slab unit member of the adjacent pillars connecting plate with 4
Concrete connect band 6 is connected, and forms plate-column structure floor.Connecting node is formed at the rear pouring concrete connect band 6.
As shown in Fig. 1, Fig. 5-6, Fig. 8 and Figure 11-14, the adjacent pillars connecting plate that includes is with 4 precast floor slab unit
Adjacent pillars connecting plate in component is the whole strip band-like plate for collapsing between adjacent two post with 4, the adjacent pillars connecting plate band 4 with
The cross-section centroid line of adjacent two structural column 5 for being connected is baseline, and its width is connected more than the adjacent pillars connecting plate with 4
Maximal side in the connection side of adjacent two structural column 5；The adjacent pillars connecting plate is configured with straight-through bottom with 4 in span direction
Portion's arrangement of reinforcement 7, the bottom arrangement of reinforcement 7 is reserved with the length that can enough anchor into bearing in connection faying face.
As shown in Fig. 1, Fig. 5-6, Fig. 8 and Figure 11-14, the adjacent pillars connecting plate that includes is with 4 precast floor slab unit
Component includes B1 type precast floor slabs unit member 2 and B2 type precast floor slab unit member 2a, wherein, the B1 types precast floor slab list
First component 2 be by adjacent pillars connecting plate with 4 centered on both sides there is the conventional floor connecting plate band of equal wide；The B2 types are pre-
Floor panels component 2a processed be by adjacent pillars connecting plate with 4 centered on both sides there is the conventional floor connecting plate band of unequal width；
The conventional floor connecting plate band is included in precast floor slab unit member of the adjacent pillars connecting plate with 4 except adjacent pillars connecting plate
With the other parts outside 4.
Referring to Figure 11 (b), in the present embodiment, part (i.e. shown in Fig. 1 level to place) adjacent pillars connecting plate is matched somebody with somebody with 4
Muscle is local dark beam type (it is board-like to be configured to dark beam, centre at two ends)；Referring to Figure 13 (b), part is (vertical i.e. shown in Fig. 1
Place) adjacent pillars connecting plate 4 arrangement of reinforcement of band is using elongated dark beam type.
Referring to Fig. 5, the conventional precast floor slab unit member 1 is precast floor slab unit member common in the prior art
(note：The figure is one form of which, and it can be solid common precast floor slab or cassette ceiling or ribbed plate etc.).
Others not mentioned implementation method above the present embodiment, according to Practical Project situation, its structural reinforcement, thickness of slab, company
The width and cap size and its arrangement of reinforcement at the place of connecing are designed by relevant design specification.
Embodiment 2
As shown in Fig. 2, Fig. 5, Fig. 7 and Figure 12-14, the present embodiment difference compared with Example 1 is, this implementation
In example, in the B1 types precast floor slab unit member 2, the conventional floor connecting plate band with 4 both sides positioned at adjacent pillars connecting plate
End face is provided with 45 ° of corner cut.And there is no B2 type precast floor slab unit members 2a in the present embodiment.
Referring to Figure 13 (b), in the present embodiment, adjacent pillars connecting plate uses elongated dark beam type with 4 arrangement of reinforcement；And its bottom
Arrangement of reinforcement 7 applies prestressing force, becomes prestressing force precast floor slab unit member.
This implementation other embodiment other than the above is carried out with reference to embodiment 1.
Embodiment 3
As shown in Fig. 3, Fig. 9-10 and Figure 15-16, the present embodiment difference compared with Example 1 is, this implementation
In example, the assembled plate-column structure floor includes (being divided into), and several include adjacent pillars connecting plate with 4 precast floor slab
Unit member, these include between precast floor slab unit member of the adjacent pillars connecting plate with 4 and this includes adjacent pillars company
Fishplate bar forms overall floor with pouring concrete connect band 6 is connected after between 4 precast floor slab unit member and structural column 5.This
Without using conventional precast floor slab unit member 1 in embodiment.
Referring to Fig. 3 and Figure 16, it is described include adjacent pillars connecting plate with 4 precast floor slab unit member be the prefabricated building of B3 types
Slab element component 3, the B3 type precast floor slabs unit member 3 is that side has conventional floor centered on adjacent pillars connecting plate band 4
Connecting plate band, opposite side is without routine floor connecting plate band.Specifically, the adjacent pillars connecting plate is adjacent with what is connected with 4
Centered on the cross-section centroid line of two structural columns 5, width L=3h+b.
Ginseng Figure 15 (b), the adjacent pillars connecting plate uses elongated dark beam type with 4 arrangement of reinforcement；And its bottom arrangement of reinforcement 7 applies
Prestressing force, becomes prestressing force precast floor slab unit member.
Referring to Figure 10, the conventional floor connection included in precast floor slab unit member of the adjacent pillars connecting plate with 4
Strip is two-way ribbed prefabricated board.Similarly can also use ribbed prefabricated board, including close rib composite construction board, unidirectional ribbed plate, sky
Plate of core construction form etc..
This implementation other embodiment other than the above is carried out with reference to embodiment 1.
Embodiment 4
Referring to Fig. 4, the present embodiment further illustrates assembled plate-column structure floor of the present utility model and its division methods
And floor panels component is applied to various types of sheet-pile component systems.
In the present embodiment, the assembled plate-column structure floor includes (being divided into), and several include adjacent pillars connecting plate
With 4 precast floor slab unit member and several conventional precast floor slab unit members 1.It is described to include adjacent pillars connecting plate band 4
The existing B1 type precast floor slabs unit member 2 with corner cut of precast floor slab unit member, also B2 types precast floor slab unit member
2a and B3 type precast floor slabs unit member 3, the present embodiment includes all floors of above-described embodiment 1, embodiment 2 and embodiment 3
Form, and have the polygon precast floor slab unit member of irregular post net and abnormity, other structures form and above-described embodiment 1,
Embodiment 2 and embodiment 3 are similar.
Above-mentioned is the utility model preferably implementation method, but implementation method of the present utility model is not by the above
Limitation, it is other it is any without departing from Spirit Essence of the present utility model and the change, modification, replacement made under principle, combine, it is simple
Change, should be equivalent substitute mode, be included within protection domain of the present utility model.
Claims (8)
1. a kind of assembled plate-column structure floor, it is characterised in that the assembled plate-column structure floor includes including several
The precast floor slab unit member of adjacent pillars connecting plate band, these include adjacent pillars connecting plate band precast floor slab unit member it
Between and this include between the precast floor slab unit member and structural column of adjacent pillars connecting plate band the pouring concrete connect band after
Connection, forms overall floor；
Or include the precast floor slab unit member and several conventional precast floor slabs of adjacent pillars connecting plate band including several
Unit member, these include between the precast floor slab unit member of adjacent pillars connecting plate band and this includes adjacent pillars connection
Between the precast floor slab unit member and structural column of strip after pouring concrete connect band connection, the conventional precast floor slab unit
Between component and the conventional precast floor slab unit member with include adjacent pillars connecting plate band precast floor slab unit member it
Between the pouring concrete connect band connection after, form overall floor；
Adjacent pillars connecting plate band in the precast floor slab unit member for including adjacent pillars connecting plate band be adjacent two post it
Between the whole strip band-like plate for collapsing, the adjacent pillars connecting plate band is with the cross-section centroid line of adjacent two structural column for being connected
Baseline, its width is more than or equal to the maximal side in the connection side of adjacent two structural column that the adjacent pillars connecting plate band is connected；
The adjacent pillars connecting plate band is configured with straight-through bottom arrangement of reinforcement in span direction.
2. assembled plate-column structure floor according to claim 1, it is characterised in that described to include adjacent pillars connecting plate
The precast floor slab unit member of band includes B1 type precast floor slabs unit member, B2 type precast floor slabs unit member, the prefabricated building of B3 types
Slab element component and B4 type precast floor slab unit members, wherein, B1 type precast floor slab unit members are with adjacent pillars connecting plate band
Centered on both sides there is the conventional floor connecting plate band of equal wide；B2 type precast floor slab unit members are with adjacent pillars connecting plate
Both sides have the conventional floor connecting plate band of unequal width centered on band；B3 type precast floor slab unit members are to be connected with adjacent pillars
Side has conventional floor connecting plate band centered on strip, and opposite side is without routine floor connecting plate band；The prefabricated building of B4 types
Slab element component is the no routine floor connecting plate band in both sides centered on adjacent pillars connecting plate band；The conventional floor connection
Strip is the other parts in addition to adjacent pillars connecting plate band in the precast floor slab unit member for include adjacent pillars connecting plate band.
3. a kind of floor panels component of assembled plate-column structure, it is characterised in that the floor panels component includes for one kind
The precast floor slab unit member of adjacent pillars connecting plate band, in the precast floor slab unit member for including adjacent pillars connecting plate band
Adjacent pillars connecting plate band be the whole strip band-like plate for collapsing between adjacent two post, the adjacent pillars connecting plate band is being connected
The cross-section centroid line of adjacent two structural column is baseline, and its width is more than or equal to adjacent two that the adjacent pillars connecting plate band is connected
Maximal side in the connection side of structural column；The adjacent pillars connecting plate band is configured with straight-through bottom arrangement of reinforcement in span direction,
The bottom arrangement of reinforcement is reserved with the length that can enough anchor into bearing in connection faying face.
4. the floor panels component of assembled plate-column structure according to claim 3, it is characterised in that described to include phase
The precast floor slab unit member of adjacent post connecting plate band include B1 type precast floor slabs unit member, B2 type precast floor slabs unit member,
B3 type precast floor slab unit members and B4 type precast floor slab unit members, wherein, B1 type precast floor slab unit members are with adjacent
Both sides have the conventional floor connecting plate band of equal wide centered on post connecting plate band；B2 type precast floor slab unit members are with phase
Both sides have the conventional floor connecting plate band of unequal width centered on adjacent post connecting plate band；B3 type precast floor slab unit members be with
Side has conventional floor connecting plate band centered on adjacent pillars connecting plate band, and opposite side is without routine floor connecting plate band；It is described
B4 type precast floor slab unit members are the no routine floor connecting plate band in both sides centered on adjacent pillars connecting plate band；It is described normal
Rule floor connecting plate band be in the precast floor slab unit member for include adjacent pillars connecting plate band in addition to adjacent pillars connecting plate band
Other parts.
5. the floor panels component of assembled plate-column structure according to claim 4, it is characterised in that pre- in the B1 types
In floor panels component processed, positioned at adjacent pillars connecting plate, the end face of the conventional floor connecting plate band with both sides is provided with 45 ° of corner cut.
6. the floor panels component of assembled plate-column structure according to claim 4, it is characterised in that described to include phase
Conventional floor connecting plate band in the precast floor slab unit member of adjacent post connecting plate band is ribbed prefabricated board or solid common prefabricated
Plate.
7. the floor panels component of assembled plate-column structure according to claim 4, it is characterised in that described to include phase
The arrangement of reinforcement of adjacent pillars connecting plate band uses elongated dark beam type, or local dark beam in the precast floor slab unit member of adjacent post connecting plate band
Formula is complete board-like.
8. the floor panels component of assembled plate-column structure according to claim 3, it is characterised in that described to include phase
The precast floor slab unit member of adjacent post connecting plate band and conventional precast floor slab unit member are prestressing force precast floor slab unit member.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201621391998.3U CN206299126U (en) | 2016-12-16 | 2016-12-16 | A kind of assembled plate-column structure floor and floor panels component |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201621391998.3U CN206299126U (en) | 2016-12-16 | 2016-12-16 | A kind of assembled plate-column structure floor and floor panels component |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106522552A (en) * | 2016-12-16 | 2017-03-22 | 刘祥锦 | Assembled board-column structure floor slab, dividing method thereof, and floor slab unit components |
| CN107503459A (en) * | 2017-08-30 | 2017-12-22 | 刘祥锦 | A kind of plate-column structure assembling system and its floor prefabricated components and connecting node |
-
2016
- 2016-12-16 CN CN201621391998.3U patent/CN206299126U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106522552A (en) * | 2016-12-16 | 2017-03-22 | 刘祥锦 | Assembled board-column structure floor slab, dividing method thereof, and floor slab unit components |
| CN107503459A (en) * | 2017-08-30 | 2017-12-22 | 刘祥锦 | A kind of plate-column structure assembling system and its floor prefabricated components and connecting node |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
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| AV01 | Patent right actively abandoned |
Granted publication date: 20170704 Effective date of abandoning: 20180914 |