CN109797937A - Floor panel structure is built in a kind of room - Google Patents
Floor panel structure is built in a kind of room Download PDFInfo
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- CN109797937A CN109797937A CN201910069672.0A CN201910069672A CN109797937A CN 109797937 A CN109797937 A CN 109797937A CN 201910069672 A CN201910069672 A CN 201910069672A CN 109797937 A CN109797937 A CN 109797937A
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Abstract
The present invention relates to a kind of rooms to build floor panel structure, including auxiliary beam, the lateral substrate being arranged on auxiliary beam between end to end girder, the first adapter assembly of connection girder and girder, longitudinal arrangement and girder, the auxiliary beam surrounds girder interregional every being divided into multiple load slots, the substrate portion is recessed and embedded in carrying slot and being partially set up on auxiliary beam and girder, and the both ends of the adjacent substrate are respectively arranged with the first snapping unit and the second snapping unit of mutual snapping；The upper surface of base plate is fixed in distribution up and down for reinforcing bar along auxiliary beam arragement direction and the first load block worn along auxiliary beam length direction, it is covered with reinforced concrete floor on the substrate, girder and auxiliary beam, has the advantages that the structural strength on floor is high, anti-deformation intensity is good, antidetonation Resisting fractre ability is strong.
Description
Technical field
Field more particularly to a kind of room, which are built, the present invention relates to room builds floor panel structure.
Background technique
It is that a kind of common support construction in field is built in room that floor panel structure is built in room, is one of the primary structure that room is built.
Floor panel structure is built such as Authorization Notice No. for the Chinese patent room of CN205077812U to disclose including armored concrete
Layer, the top of reinforced concrete floor is provided with coaming plate, and the central part of coaming plate is provided with placed cavity, is provided in placed cavity
Floor heating is provided with basal layer above coaming plate；The top of coaming plate is provided with annular slot, and the bottom end of basal layer is provided with annular snap
Block, fixture block and card slot snap fit；It further include fixing layer, the central part of fixing layer is provided with fixing groove, and in fixing groove
It is provided with multiple groups partition, fixing groove is divided into multiple points of slots；Further include upper bracket, casing and lower bracket, supports fixing layer and divide
Every basal layer and fixing layer.
It is in place of the deficiencies in the prior art, floor and the relevance for the load-carrying members for building itself are poor, in spot
When shake, even load-carrying members keep stablizing, and may also generate collapsing, anti-seismic performance because of factors such as bending, fractures
It is poor.
Summary of the invention
The object of the present invention is to provide a kind of rooms to build floor panel structure, has the advantages that structural strength is high, shock resistance is strong.
Above-mentioned technical purpose of the invention has the technical scheme that
Floor panel structure is built in a kind of room, including end to end girder, the first adapter assembly of connection girder and girder, longitudinal row
Auxiliary beam between cloth and girder, the lateral substrate being arranged on auxiliary beam, the auxiliary beam surround girder interregional every being divided into
Multiple load slots, the substrate portion is recessed and is embedded in load slot and is partially set up on auxiliary beam and girder, the adjacent substrate
Both ends are respectively arranged with the first snapping unit and the second snapping unit of mutual snapping；The upper surface of base plate is fixed in up and down
It is distributed for reinforcing bar along auxiliary beam arragement direction and the first load block worn along auxiliary beam length direction, the substrate, girder and auxiliary beam
On be covered with reinforced concrete floor.
By using above-mentioned technical proposal, girder and auxiliary beam surround to form basic framework, empty portions of the substrate to frame
It is filled, and position-limiting action is played to girder and auxiliary beam, and the first snapping unit and the second snapping unit dock so that base
What plate can be segmented the upper surface for carrying out being laid with and can cross auxiliary beam carries out docking fixation, and is formed along auxiliary beam arragement direction
Concave-convex basis plate face, after casting reinforced concrete, the groove of substrate, which has been embedded in concrete and improves, prevents substrate from shaking
It distorts under dynamic or load-bearing environment and generates separation, and due to the connection with reinforcing bar of support plate, have after injecting concrete
High bending along its length is resisted, to disperse the fractional load of auxiliary beam, same auxiliary beam is anti-by increasing along its length
Curved performance compresses, and bend resistance auxiliary stress is also formed between auxiliary beam and girder；And by first switching gradually, girder can
It is connected directly with the load-carrying members with building, and girder can also be used as a part of load-carrying members.With this, effectively raise
Structure connection effect between floor and load-carrying members also improves the structural strength and anti-deformation intensity on floor, has good
Shock resistance.
The present invention is further arranged to: the auxiliary beam and girder are fixed at intervals with partitions, the substrate along its length
Space-stop rack is set to the region formed between partitions, and the interior length direction along auxiliary beam of the groove of the recessed formation of substrate is provided with
Block, interval of the reinforced concrete floor part between substrate are carried for reinforcing bar is worn second.
By using above-mentioned technical proposal, substrate is divided into multiple units, increases limit of the substrate in auxiliary beam along its length
Position, and filling forms resistance to compression intervallum between the substrates, reduces the ductility along substrate assembly, the structure for improving assembly is strong
Degree, and forms the short distance deformation of compartment, can have the limited elastic shock attenuation of deformation in seismic process, while damping
Has fabulous mechanical stability.
The present invention is further arranged to: the first snapping unit include substrate downside surface protrusion setting first
Fishplate bar and the first limit plate；The second snapping unit includes abutting with the first fishplate bar far from the surface of the first limit plate side
Second fishplate bar, side with the first limit plate far from the first fishplate bar the second limit plate for abutting of surface and connect the second fishplate bar
With the connecting plate of the second limit plate, second fishplate bar is fixed with substrate；The first snapping unit and the second snapping unit snapping
Shock-absorbing ball is mounted in the cavity of formation.
By using above-mentioned technical proposal, two snapping units mutually form U-shaped or class U opposite and can mutually rabbet
Shape structure, this subsumption architecture, which is equivalent to, forms twice pressure resisting structure and balanced two-way pressure receiving structure in side；
And this structure forms the curved laminate structure that can spend a little of the direction up and down of compartment, improves the weakening to seismic wave and makees
With, improve the shock resistance on floor, and between two U-shaped structures formed damping cavity, wherein shock-absorbing ball be vacant state, can
To strengthen action weaken.
The present invention is further arranged to: the substrate close to the first limit plate the inwardly projecting setting of inner surface, and it is convex
Part forms the first compensating tank between the first limit plate out, and one end of second limit plate is in bowing, and described the
One of inner surface of one end of two limit plates and the first compensating tank contradicts.
It by using above-mentioned technical proposal, after assembling completely, is limited by the first compensating tank, the first limit plate and the
The elastic deformation of two limit plates is restricted, so that skeleton when by strong external force, can keep good stabilization
Property, and single side conflict is then that certain reserved space has been remained for its deformation, so that it is unlikely to normally to assemble；And it assembles
It forms certain deformation quantity after the completion so that two snapping units form pin shake deformation, and corresponding substrate and pedestal is formed
The displacement or deflection antidetonation spent a little.
The present invention is further arranged to: the inner wall of second limit plate, which protrudes above, is provided with the second limit card convex, described
The second limit card slot with the second limit card convex cooperation, the second limit card convex and the first limit are provided on first limit plate
The part that plate contacts first is provided with guide frame.
By using above-mentioned technical proposal, the elasticity evacuation cooperation second between the second limit plate and the first limit plate is utilized
The guide frame completion of limit card convex smoothly assembles, and due to lacking guiding after being completed, can keep connecting between fabulous structure
Connect intensity.
The present invention is further arranged to: first adapter assembly includes base portion, the laterally protruding alar part in base portion, parallel
Top plate and clamping piece in alar part surface, the top plate is fixed on base portion and collectively constitutes installation cavity with base portion, top plate, described
Alar part and top plate, which are located at the side in installation cavity and protrude, is provided with the first limit card convex, and the limit card convex connects first with girder
The part of touching is provided with guide frame；The end of the girder is embedded in installation cavity and is provided with the connect for the first limiting card tuck pointing
One limit card slot；The clamping piece pushes against in the two sides of girder, encirclement and pushes against the top of top plate, fixes with alar part.
By using above-mentioned technical proposal, the first adapter assembly can be fixed on column or other supporting parts, and as beam
Between exchanging structure, alar part therein is supported as the bottom of girder, and is provided main load-bearing and supported；And girder is along length
Direction generates the displacement of flexible or external cause bring and tends to provide stress by the first limit card convex and the first limit card slot, at mutual group
When dress, the first limit card convex can be realized by the elastic deformation of itself, the deformation of girder and the elastic bending of top plate
Evacuation between girder, and installation is completed along guiding, the two is not had to the guiding being mutually disengaged after installation is complete, and
It is aided with clamping to tighten top plate and alar part, completion reverses the trend to girder and the limitation of the movement tendency in elongatedness direction；From
And the assembling between girder is quickly finished, and reduce and the case where support is directly provided by affixed position；Installation effectiveness is reached
Effect high, stress concentration point is few, improves the load capacity and service life of beam；On this basis, due to the first limiting card
It is convex to be oriented in girder and first adapter grafting in deformation, so that may exist one when girder and first adapter are close to each other
Shape variable displacement, but the disengaging of the two will be restricted, and holding post, girder construction connect steady while providing deformation antidetonation
It is qualitative.
The present invention is further arranged to: the girder includes two pieces of panels mutually parallel to each other and between two panels
Web surrounds between the panel and web and forms weight loss groove, and first limit card slot is set to panel；The clamping piece packet
The clamping unit for being symmetrically distributed in the two sides of girder is included, the middle part of the clamping unit, which protrudes to weight loss groove and formed to be embedded in, to be subtracted
The convergence part of Baking soda, the hook portion of the vertical side in alar part in the bottom of the clamping unit；Edge is provided on the convergence part
The first waist type groove that girder length direction extends is provided with the second waist type groove corresponding with the first waist type groove, institute on the web
The side protrusion for stating alar part is provided with blocking portion, and the abutting is in the bottom surface of blocking portion.
By using above-mentioned technical proposal, panel and web form I-shaped structure, such as I-steel, to improve counter-bending energy
Power, and panel itself also form for first limit card convex evacuation elastic construction, clamping piece pass through respectively up and down abutting,
Not only it had realized to being further fixed between top plate and alar part, but also both closely to be pressed in girder, girder is prevented to be detached from the
One limit card convex.And also connect and clamp with the bolt between two clamping units between hook portion and blocking portion, clamping unit
Either independent two parts, are also possible to the connected two parts in top and are embedded in vertical first adapter assembly before filling girder.
The present invention is further arranged to: it is vertical in girder that side protrusion that the base portion is located at installation cavity is provided with axis
Length direction and the pillar for being parallel to top, the gutter for web interlocking is provided on the pillar.
By using above-mentioned technical proposal, the end that gutter can limit girder generates shaking, and pillar on the one hand can
To overcome the spacing different problems between different size panel, the destruction to base structure is on the other hand also avoided, base is kept
The higher structural strength in portion.
The present invention is further arranged to: the first limiting card convex closure includes orthogonal first guiding fin and the first limit
Position fin, wherein the first guiding fin is located at one of initial contact when the first limit fin is installed close to girder and installation cavity
Side, and the first guiding fin and the first limit fin limit the protrusion height on the surface where card convex with respect to first by the two phase
The position of friendship to respective end is gradually reduced；The top of one end of the intersection of the first guiding fin and the first limit fin
It is concordant with the first limit top of fin, and the side that the first limit fin is oriented to fin towards first is guide surface, the other side
And first guiding fin two sides it is vertical in first limit card convex where surface.
By using above-mentioned technical proposal, during girder slides into along top board surface, the first guiding fin first with
The outer wall of girder contacts, and mutually generates elastic deformation on the surface, to form evacuation；And it is with the first guiding fin at this time
It is centrally formed smooth concave surface, before the first limit fin is abutted with the surface of girder, pre- shape is had been carried out in the surface of girder
Become, smoothly the first limit fin can be compared and carry out further deformation, until the first limit fin and the first limit card slot
When cooperation, deformation partial reset；During being detached from outward after cooperation due to girder, lack the pre- deformation of guiding, mutually
It is detached from relatively difficult；The Fast Installation of girder had not only been realized with this, but also adequately ensure that the connection between girder and installation cavity
Stability.
The present invention is further arranged to: the end of the auxiliary beam is provided with connector, the connector include Z-shape head and
The bearing plate of the one end on head is fixed on by screw, the head is connected to the top and side of girder, and the bearing plate supports
It is connected to the other side of girder, the auxiliary beam is fixed on the Z-shaped middle section on head.
By using above-mentioned technical proposal, head and fishplate bar form inverted U-shaped structure, pair of completion and girder that can be stable
It connects, separate structure can try out the girder in different size；Z-shaped external part can improve good auxiliary by beam supplemented by
Support.
In conclusion the invention has the following advantages:
1, the structure connection effect between floor and load-carrying members is effectively raised, the structural strength on floor is also improved and is resisted
Deformation intensity has good shock resistance；
2, filling forms resistance to compression intervallum between the substrates, the short distance deformation of compartment is formed, can have in seismic process
The elastic shock attenuation that standby deformation is limited, damping while, have fabulous structural stability.
Detailed description of the invention
Fig. 1 is that the structure chart of reinforced concrete floor is taken out on the floor of embodiment 1；
Fig. 2 is enlarged drawing of the Fig. 1 of embodiment 1 at A；
Fig. 3 is the structure chart of the first adapter assembly of embodiment 1；
Fig. 4 is enlarged drawing of the Fig. 3 of embodiment 1 at B；
Fig. 5 is the structure chart of the clamping piece of embodiment 1；
Fig. 6 is the structure chart of the second adapter assembly of embodiment 1.
In figure, 1, girder；2, the first adapter assembly；3, auxiliary beam；4, substrate；5, slot is carried；6, partitions；7, the first snapping list
Member；8, the second snapping unit；11, panel；12, web；13, weight loss groove；14, the first limit card slot；15, the second waist type groove；21,
Base portion；211, fixed cell；212, fixed column；213, reinforcement part；214, fixation hole；22, alar part；221, blocking portion；23, it pushes up
Plate；24, clamping piece；241, hook portion；242, convergence part；243, the first waist type groove；244, fixed plate；25, pillar；251, stablize
Slot；26, the first stiffening plate；27, installation cavity；28, the first limit card convex；281, the first guiding fin；282, the first limit fin；
31, connector；311, head；312, bearing plate；41, first block is carried；42, second block is carried；71, the first fishplate bar；72, the first limit
Plate；73, the first compensating tank；81, the second fishplate bar；82, the second limit plate；83, connecting plate；84, shock-absorbing ball；85, the second limit card convex；
851, the second guiding fin；852, the second limit fin.
Specific embodiment
Below in conjunction with attached drawing, invention is further described in detail.
Embodiment 1: floor panel structure is built in a kind of room, as depicted in figs. 1 and 2, including end to end girder 1, connection girder 1
Auxiliary beam 3, the lateral substrate being arranged on auxiliary beam 3 between the first adapter assembly 2 of girder 1, the arrangement and girder 1 of longitudinal direction
4, auxiliary beam 3 girder 1 is surrounded it is interregional every being divided into multiple load slots 5, auxiliary beam 3 and girder 1 be fixed at intervals with along its length every
Broken piece 6.
4 space-stop rack of substrate is set to the region formed between partitions 6, and 4 part of substrate is recessed and embedded in load slot 5, part frame
On auxiliary beam 3 and girder 1, the upper surface that substrate 4 is higher than auxiliary beam 3 is fixed with the first load block 41, is provided on the first load block 41
In upper and lower distribution for reinforcing bar along auxiliary 3 arragement direction of beam and along the hole that auxiliary 3 length direction of beam is worn.The groove of the recessed formation of substrate 4
The interior length direction along auxiliary beam 3 is provided with second worn for reinforcing bar and carries block 42.The both ends of adjacent substrate 4 are respectively arranged with phase
The the first snapping unit 7 and the second snapping unit 8 of mutual snapping, different according to the position of installation, two snapping units are on substrate 4
Distribution it is also different.Reinforced concrete floor is covered on substrate 4, girder 1 and auxiliary beam 3, reinforced concrete floor part is embedded in base
Interval between plate 4.
First snapping unit 7 includes the first fishplate bar 71 and the first limit plate 72 in the downside surface protrusion setting of substrate 4,
Substrate 4 close to the first limit plate 72 the inwardly projecting setting of inner surface, and protrude part between the first limit plate 72 shape
At the first compensating tank 73.Second snapping unit 8 includes abutting with the first fishplate bar 71 far from the surface of 72 side of the first limit plate
Second fishplate bar 81, side with the first limit plate 72 far from the first fishplate bar 71 the second limit plate 82 for abutting of surface and connect
The connecting plate 83 of second fishplate bar 81 and the second limit plate 82.Second fishplate bar 81 is fixed on substrate 4, and one end of the second limit plate 82 is in arc
One of inner surface of sigmoid, one end of the second limit plate 82 and the first compensating tank 73 contradicts.First snapping unit 7 and
It is mounted with shock-absorbing ball 84 in the cavity that two snapping units, 8 snapping is formed, which can also be used as the channel of same heating, wiring.
The inner wall of second limit plate 82, which protrudes above, is provided with the second limit card convex 85, is provided on the first limit plate 72 and the second limiting card
Second limit card slot of convex 85 cooperation.Second limit card convex 85 includes orthogonal second guiding fin 851 and the second limit
Fin 852, wherein the second guiding fin 851 is located at the second limit fin 852 close to the first limit plate 72 and the first limit plate 72
The side of initial contact when installation, and the second guiding fin 851 and the second limit fin 852 opposite second limit 85 institute of card convex
Position to the respective end intersected by the two of protrusion height on surface be gradually reduced.
Referring to Fig. 3, girder 1 includes two pieces of panels 11 mutually parallel to each other and the web 12 between two panels 11, exhibition
It is surrounded between plate 11 and web 12 and forms weight loss groove 13, panel 11 and web 12 form I-shaped structure.The outer surface of panel 11
It is provided with the first limit card slot 14.The the second waist type groove 15 extended along 1 length direction of girder is provided on web 12.
First adapter assembly 2 includes base portion 21, the laterally protruding alar part 22 in base portion 21, the top for being parallel to 22 surface of alar part
Plate 23 and clamping piece 24, the side protrusion that base portion 21 is located at installation cavity 27 are provided with the vertical length direction in girder 1 of axis
And it is parallel to the pillar 25 at top, the gutter 251 rabbeted for web 12 is provided on pillar 25.The side projection of alar part 22 is big
Structure triangular in shape is caused, and side protrusion is provided with blocking portion 221.
Referring to Fig. 3 and Fig. 4, top plate 23 is fixed on base portion 21 and is fixed with the first stiffening plate 27 between base portion 21.Top plate
23, base portion 21, top plate 23 collectively constitute installation cavity 27.Protrude setting in the side that alar part 22 and top plate 23 are located in installation cavity 27
There is the first limit card convex 28 with the cooperation of the first limit card slot 14, the first limit card convex 28 includes that orthogonal first guiding is convex
Rib 281 and the first limit fin 282, wherein the first guiding fin 281 is located at the first limit fin 282 close to girder 1 and installation
The side of initial contact when chamber 27 is installed, and the first guiding fin 281 and the opposite first limit card convex of the first limit fin 282
Position to the respective end that the protrusion height on the surface where 28 is intersected by the two is gradually reduced.First guiding fin 281
It is concordant with the first limit top of fin 282 with the top of one end of the intersection of the first limit fin 282, and the first limit fin
282 towards first be oriented to fins 281 side be guide surface, the other side and first guiding fin 282 two sides it is vertical in
Surface where first limit card convex 28.When girder 1 is docked with installation cavity 27, the first guiding fin 281 provides deformation
Guiding is assembled with forming the structure for being easily packed into difficult separation with the completion of fast and stable.
Referring to Fig. 3 and Fig. 5, clamping piece 24 includes the clamping unit for being symmetrically distributed in the two sides of girder 1, clamping unit
The hook portion 241 of the vertical side in alar part 22 in bottom, hook portion 241 are pushed against in the bottom surface of blocking portion 221.The middle part of clamping unit
To weight loss groove 13 protrude and formed on the convergence part of weight loss groove 13 242, convergence part 242 be provided with it is right with the second waist type groove 15
The the first waist type groove 243 answered；When fixed, bolt passes through the first waist type groove 243 and the second waist type groove 15 tenses convergence part 242.
It is provided with fixed plate 244 at the top of clamping unit, the first stiffening plate 26 is provided between the top and base portion 21 of top plate 23, it is adjacent
Clamping unit fixed plate be set to the first stiffening plate 26 two sides, be relatively fixed between plate 244 and the first stiffening plate 26
It is tensed by wearing bolt.
Referring to Fig.1 and Fig. 6, the end of auxiliary beam 3 are provided with connector 31, and connector 31 includes Z-shape head 311 and passes through spiral shell
Nail is fixed on the bearing plate 312 of the one end on head 311, and head 311 is connected to the top and side of girder 1, and bearing plate 312 abuts
In the other side of girder 1, auxiliary beam 3 is fixed on the Z-shaped middle section on head 311.
Referring to Figures 1 and 2, assembling mode:
Girder 1 is inserted into installation cavity 27, and makes the first limit card convex 28 and 14 position of the first limit card slot corresponding, and make abdomen
Plate 12 is embedded in gutter 251；Then clamping unit is packed into from two sides respectively, the hook portion 241 referred to and top push against blocking respectively
Bolt is each passed through the fixed plate at top and the convergence part 242 of centre, and two clamping units is drawn by portion 221 and top plate 23
Tightly.Other girders 1 are successively installed.
Auxiliary beam 3 is installed, and the head 311 of connector 31 is pushed against to top and the medial surface of girder 1, access bearing plate 312 will be another
Side pushes against, and successively installs other auxiliary beams 3.
Substrate 4 is installed, and intermediate substrate 4 is first positioned at, and the space separated according to partitions 6 will arrange, and is then installed
The substrate 4 of two sides, installation two sides substrate 4 are by the first snapping unit 7 and the second of intermediate substrate 4 of 4 bottom of two sides substrate
8 snapping of snapping unit；
Reinforced concrete construction, in 4 bottom of substrate, setting is barred from the mold of the lower opening in the gap between substrate 4, is inciting somebody to action
Reinforcing bar is arranged in the first load block 41 in distribution up and down along auxiliary 3 arragement direction of beam and along auxiliary 3 length direction of beam, by reinforcing bar along auxiliary beam 3
Length direction be arranged in the second load block 42.It is poured concrete.
This specific embodiment is only explanation of the invention, is not limitation of the present invention, those skilled in the art
Member can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but as long as at this
All by the protection of Patent Law in the protection scope of invention.
Claims (10)
1. floor panel structure is built in a kind of room, it is characterized in that: including end to end girder (1), connecting girder (1) and girder (1)
Auxiliary beam (3), the lateral substrate being arranged on auxiliary beam (3) between first adapter assembly (2), longitudinal arrangement and girder (1)
(4), the auxiliary beam (3) surrounds girder (1) interregional every being divided into multiple load slots (5), and substrate (4) part is recessed and embedding
In carrying slot (5) and being partially set up on auxiliary beam (3) and girder (1), the both ends of the adjacent substrate (4) are respectively arranged with mutually
The the first snapping unit (7) and the second snapping unit (8) of snapping；Substrate (4) upper surface is fixed in distribution up and down for steel
Muscle is along auxiliary beam (3) arragement direction and the first load block (41) worn along auxiliary beam (3) length direction, the substrate (4), girder (1)
And reinforced concrete floor is covered on auxiliary beam (3).
2. floor panel structure is built in a kind of room according to claim 1, it is characterized in that: the auxiliary beam (3) and girder (1) are along length
Direction is fixed at intervals with partitions (6), and substrate (4) space-stop rack is set to the region formed between partitions (6), the substrate
(4) length direction in the groove of recessed formation along auxiliary beam (3) is provided with second worn for reinforcing bar and carries block (42), the reinforcing bar
Interval of the concrete layer part between substrate (4).
3. floor panel structure is built in a kind of room according to claim 1, it is characterized in that: the first snapping unit (7) is included in
The first fishplate bar (71) and the first limit plate (72) of the downside surface protrusion setting of substrate (4)；Second snapping unit (8) packet
Include the second fishplate bar (81) and the first limit plate abutted with the first fishplate bar (71) far from the surface of the first limit plate (72) side
(72) the second limit plate (82) and connection the second fishplate bar (81) and that the surface of the side far from the first fishplate bar (71) abuts
The connecting plate (83) of two limit plates (82), second fishplate bar (81) and substrate (4) are fixed；The first snapping unit (7) and
Shock-absorbing ball (84) are mounted in the cavity that two snapping unit (8) snappings are formed.
4. floor panel structure is built in a kind of room according to claim 3, it is characterized in that: the substrate (4) is close to the first limit plate
(72) the inwardly projecting setting of inner surface, and protrude part and form the first compensating tank between the first limit plate (72)
(73), one end of second limit plate (82) is in bowing, one end of second limit plate (82) and the first compensating tank
(73) one of inner surface contradicts.
5. floor panel structure is built in a kind of room according to claim 4, it is characterized in that: on the inner wall of second limit plate (82)
Protrusion is provided with the second limit card convex (85), is provided on first limit plate (72) and the second limit card convex (85) cooperation
Second limit card slot, second limit card convex (85) are provided with guiding knot with the part that the first limit plate (72) contacts first
Structure.
6. floor panel structure is built in a kind of room according to claim 1, it is characterized in that: first adapter assembly (2) includes base
Portion (21), the laterally protruding alar part (22) in base portion (21), the top plate (23) and clamping piece for being parallel to alar part (22) surface
(24), the top plate (23) is fixed on base portion (21) and collectively constitutes installation cavity (27), the wing with base portion (21), top plate (23)
Portion (22) and top plate (23), which are located at the side in installation cavity (27) and protrude, is provided with the first limit card convex (28), the limiting card
The convex part contacted first with girder (1) is provided with guide frame；The end of the girder (1) is embedded in installation cavity (27) and is arranged
There is the first limit card slot (14) for the first limit card convex (28) interlocking；The clamping piece (24) push against the two sides in girder (1),
It surrounds and pushes against the top of top plate (23), fixed with alar part (22).
7. floor panel structure is built in a kind of room according to claim 6, it is characterized in that: the girder (1) includes two pieces mutually mutual
Parallel panel (11) and the web (12) being set between two panels (11), surround shape between the panel (11) and web (12)
At weight loss groove (13), first limit card slot (14) is set to panel (11)；The clamping piece (24) includes symmetrical distribution
It protrudes and is formed embedded in weight loss groove to weight loss groove (13) in the middle part of clamping unit in the two sides of girder (1), the clamping unit
(13) convergence part (242), the hook portion (241) of the vertical side in alar part (22) in the bottom of the clamping unit；The rank
It is provided with the first waist type groove (243) extended along girder (1) length direction in socket part (242), is provided on the web (12)
The side protrusion of the second waist type groove (15) corresponding with first waist type groove (243), the alar part (22) is provided with blocking portion
(221), the abutting is in the bottom surface of blocking portion (221).
8. floor panel structure is built in a kind of room according to claim 7, it is characterized in that: the base portion (21) is located at installation cavity (27)
Side protrusion be provided with the vertical length direction in girder (1) of axis and be parallel to the pillar (25) at top, the pillar
(25) gutter (251) for web (12) interlocking is provided on.
9. floor panel structure is built in a kind of room according to claim 7, it is characterized in that: first limit card convex (28) includes phase
Mutually vertical the first guiding fin (281) and the first limit fin (282), wherein the first guiding fin (281) is located at the first limit
The side of initial contact when position fin (282) is installed close to girder (1) and installation cavity (27), and the first guiding fin (281)
The position that the protrusion height on the surface with the first limit fin (282) where opposite first limit card convex (28) is intersected by the two
It is gradually reduced to respective end；The top of first guiding fin (281) and one end of the intersection of the first limit fin (282)
Portion is concordant with the first limit top of fin (282), and the one of first the first guiding fin (281) of limit fin (282) direction
Side is guide surface, and the two sides that the other side and first are oriented to fin (281) are vertical in the table where the first limit card convex (28)
Face.
10. floor panel structure is built in a kind of room according to claim 1, it is characterized in that: the end of the auxiliary beam (3) is provided with and connects
Head (31), the connector (31) include Z-shape head (311) and are fixed on the undertaking of the one end on head (311) by screw
Plate (312), the head (311) are connected to the top and side of girder (1), and the bearing plate (312) is connected to girder (1)
The other side, the auxiliary beam (3) are fixed on the Z-shaped middle section on head (311).
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| CN109797937B (en) | 2020-12-15 |
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