CN1619080A - Floor supporting structure for building - Google Patents
Floor supporting structure for building Download PDFInfo
- Publication number
- CN1619080A CN1619080A CNA2004100368113A CN200410036811A CN1619080A CN 1619080 A CN1619080 A CN 1619080A CN A2004100368113 A CNA2004100368113 A CN A2004100368113A CN 200410036811 A CN200410036811 A CN 200410036811A CN 1619080 A CN1619080 A CN 1619080A
- Authority
- CN
- China
- Prior art keywords
- keel
- carriage
- mentioned
- crossbeam
- carriage crossbeam
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Images
Classifications
-
- H—ELECTRICITY
- H04—ELECTRIC COMMUNICATION TECHNIQUE
- H04M—TELEPHONIC COMMUNICATION
- H04M1/00—Substation equipment, e.g. for use by subscribers
- H04M1/02—Constructional features of telephone sets
- H04M1/0202—Portable telephone sets, e.g. cordless phones, mobile phones or bar type handsets
- H04M1/0206—Portable telephones comprising a plurality of mechanically joined movable body parts, e.g. hinged housings
- H04M1/0208—Portable telephones comprising a plurality of mechanically joined movable body parts, e.g. hinged housings characterized by the relative motions of the body parts
- H04M1/0235—Slidable or telescopic telephones, i.e. with a relative translation movement of the body parts; Telephones using a combination of translation and other relative motions of the body parts
- H04M1/0237—Sliding mechanism with one degree of freedom
Landscapes
- Engineering & Computer Science (AREA)
- Signal Processing (AREA)
- Floor Finish (AREA)
- Building Environments (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
In a floor support structure for a building, a plurality of sleeper beams S are unfixedly supported in parallel on a support face of a concrete building frame F, and a floor plate 31 is laid on the sleeper beams S. A plurality of reinforcement beams R crossing the sleeper beams S are disposed in series over longitudinally intermediate portions of the sleeper beams S. Connection metal joints J provide integral connections between opposite ends of each reinforcement beam R and side faces of the sleeper beams S which face the opposite ends. This enables the sleeper beams in the floor structure to be reinforced to disperse load acting on the floor, and to prevent generation of 'bound phenomenon'of the sleeper beams to improve sound insulation performance.
Description
Technical field
The present invention relates to the floor support structure that apartment etc. has the building of concrete main body, particularly relate to, be not fixed and be supported on the improvement of the floor support structure on the supporting surface of main body as the sound insulation countermeasure.
Background technology
Existing apartments etc. have in the building of concrete main body, the Sound insulation floorings braced structures of following building is by known (with reference to patent documentation 1), being about to many keel carriage crossbeams does not float regularly on the supporting surfaces such as beam of concrete main body, laying floor can reduce the vibrations that produce owing to the load that is applied on the floor and have influence on downstairs by the flooring structure body in the above.
[patent documentation 1] TOHKEMY 2001-81891 communique
But, because above-mentioned patent documentation 1 described Sound insulation floorings braced structures is that many keel carriage crossbeams are on supported under the state of double base (at the column that does not have common support keel carriage crossbeam on the slab) beam at concrete main body, therefore, as shown in figure 22, has following problem, be that dynamic load excessive on the middle body on floor is done the time spent, keel carriage crossbeam under the double base state is bent downwardly concavity, the two ends of this keel carriage crossbeam are subjected to breaking away from the strength that makes progress of concrete main body supporting surface direction repeatedly, cause keel carriage crossbeam to produce " phenomenon of takeofing ", become the reason that noise produces.
Summary of the invention
The present invention in view of the above problems, purpose provides the floor support structure of following new building, promptly improve the particularly rigidity of mid portion of keel carriage crossbeam, the power of dynamic load of acting on the floor etc. is disperseed on whole floor, make " balance of power " become possibility, suppress the generation of above-mentioned " phenomenon of takeofing " as much as possible, improve sound insulation value.
In order to achieve the above object, according to the present invention, a kind of floor support structure of building is provided, be not to be supported on many keel carriage crossbeams on the supporting surface of concrete main body regularly side by side, floor support structure at these buildings of laying floor above keel carriage crossbeam, it is characterized in that, on the pars intermedia of above-mentioned many keel carriage crossbeam length directions, array is provided with the many reinforcing crossmembers that intersect with these keel carriage crossbeams, is combined into one by linking between the side of accessory with the both ends of each reinforcing crossmember and the keel carriage crossbeam relative with these both ends.
According to this feature, owing to utilize a plurality of reinforcing fittings that the length direction pars intermedia of many keel carriage crossbeams is connected with reinforcing crossmember arranged in a crossed manner with it, therefore can improve the rigidity of the pars intermedia of many keel carriage beam load amount maximums, even the floor central portion is subjected under the situation of excessive dynamic load, can this dynamic load be disperseed to support by many keel carriage crossbeams, make " balance of power " become possibility, can prevent " phenomenon of takeofing " that keel carriage beam-end is takeoff, can improve sound insulation value more.
In addition, in order to achieve the above object, according to the present invention, the floor support structure of following building is provided, it is characterized in that, in said structure, linking accessory is to clamp a pair of clamping plate halfbody of all-in-one-piece by the two sides with keel carriage crossbeam, and is separately fixed at the back side of these clamping plate halfbodies, the binding beam supporting formation of the above-mentioned reinforcing crossmember of support end.
According to this second feature, link accessory and be securely fixed in simply on the optional position of keel carriage crossbeam pars intermedia, can reinforcing crossmember be fixed on the keel carriage crossbeam really.
In addition, in order to achieve the above object,, beyond above-mentioned first, second feature, it is characterized in that above-mentioned reinforcing crossmember is arranged on the pars intermedia of keel carriage crossbeam length direction by row or multiple row according to the floor support structure that the invention provides following building.
According to the 3rd feature, because above-mentioned reinforcing crossmember is arranged on the pars intermedia of keel carriage crossbeam length direction by row or multiple row, therefore can be according to the size of floor area etc., adjust the reinforcement degree of keel carriage crossbeam easily.
In addition, in order to achieve the above object,, except above-mentioned first, second and the 3rd feature, has above-mentioned keel carriage crossbeam by the feature that is provided with of multiple row closely mutually according to the present invention.
According to the 4th feature, by closely multiple row setting mutually, can improve keel carriage crossbeam self rigidity by above-mentioned keel carriage crossbeam, can make reinforcing crossmember and link the accessory mating reaction, improve the rigidity of flooring structure body more.
With reference to the accompanying drawings, from the explanation of following appropriate embodiment can clear and definite above-mentioned and other purpose of the present invention, feature and advantage.
Description of drawings
Fig. 1～6th, the expression first embodiment of the present invention,
Fig. 1 is the overall perspective view of floor supporting device.
Fig. 2 be Fig. 12 in looking imaginary line the part enlarged drawing.
Fig. 3 is the cross section enlarged drawing along the 3-3 line of Fig. 2.
Fig. 4 be Fig. 34 to view.
Fig. 5 is the sectional view along the 5-5 line of Fig. 3.
Fig. 6 be Fig. 16 in looking imaginary line the part enlarged drawing.
Fig. 7～9th, the expression second embodiment of the present invention,
Fig. 7 is the keel carriage crossbeam sectional view with connecting portion reinforcing crossmember S.
Fig. 8 be Fig. 78 to view.
Fig. 9 is the sectional view along the 9-9 line of Fig. 7.
Figure 10～12nd, the expression third embodiment of the present invention,
Figure 10 is the keel carriage sectional view with connecting portion reinforcing crossmember crossbeam.
Figure 11 is the sectional view along the 11-11 line of Figure 10.
Figure 12 is the sectional view along the 12-12 line of Figure 10.
Figure 13～15th, the expression fourth embodiment of the present invention,
Figure 13 is the keel carriage sectional view with connecting portion reinforcing crossmember crossbeam.
Figure 14 be Figure 13 14 to view.
Figure 15 is the sectional view along the 15-15 line of Figure 13.
Figure 16 is the expression fifth embodiment of the present invention, is the overall perspective view of floor support structure.
Figure 17～19th, the expression sixth embodiment of the present invention,
Figure 17 is the overall perspective view of floor support structure.
Figure 18 be Figure 17 18 in looking imaginary line the part enlarged drawing.
Figure 19 is the cross section enlarged drawing along the 19-19 line of Figure 18.
Figure 20 is the expression seventh embodiment of the present invention, is the keel carriage sectional view with connecting portion reinforcing crossmember crossbeam.
Figure 21 is the expression eighth embodiment of the present invention, is the overall perspective view of floor support structure.
Figure 22 is that the expression dynamic load is done time spent, its case of bending figure to the pars intermedia generation of existing keel carriage crossbeam.
The specific embodiment
Below the embodiments of the invention shown in reference to the accompanying drawings are specifically described with regard to embodiments of the present invention.
At first, describe with regard to the first embodiment of the present invention with reference to Fig. 1-6.This first embodiment is the situation that floor support structure of the present invention is used to have the apartment of anti-fine strain of millet structure.
Among Fig. 1, the concrete main body F of inverted beam structure that constitutes the skeleton in apartment have to horizontal direction extend, with building be divided into several layers horizontal main part Fh and to vertical direction extend, the interconnective vertical body part of horizontal main part Fh Fv that will be up and down.
In a living space L who divides by concrete main body F, top and step-like the building between the increase portion 4 of reversed beam 2, by supporting mechanism H described later, do not floated with the state of double base regularly and be supported on the concrete main body F in the both ends of the parallel keel carriage crossbeam S that is set up in parallel, this reversed beam 2 is upwards to be highlighted from the slab 1 that constitutes horizontal main part Fh to be arranged to one, and this builds increase portion 4 is integrally formed in the bottom of the body portion partition wall 3 that constitutes vertical body wall part Fv.
Shown in Fig. 2,3, each keel carriage crossbeam S is by the vertical component effect 10 that extends to vertical direction, and be connected with the one up and down of this vertical component effect 10 by the inclined plane, the cross section is that the upper and lower end 11,12 of groove shape constitutes, length direction has the compartment of terrain and wears a plurality of through holes 13 on the above-mentioned vertical component effect 10.
As shown in Figure 1, 2, on the pars intermedia of the length direction of many keel carriage crossbeam S, many reinforcing crossmember R intersect with these keel carriage crossbeams S, are arranged in row and clamp these keel carriage crossbeams S.Shown in Fig. 2,5, each reinforcing crossmember R is that rectangular square column material constitutes by long, cross section up and down, is formed by timber, synthetic resin material etc., makes operating personnel be sawn into certain length at the scene easily.Each reinforcing crossmember R is sawn into the length roughly the same at interval with the side of adjacent keel carriage crossbeam S, its both ends of the surface are set on the relative side of two adjacent keel carriage crossbeam S, and the side of the pars intermedia of the end of this reinforcing crossmember R and keel carriage crossbeam S is connected to one by following binding accessory J.
Shown in Fig. 3-5, above-mentioned binding is to be made of the metal sheets such as zinc steel plate with keel carriage crossbeam S same material with accessory J, the lower end is by a pair of clamping plate halfbodies 20,20 that switchably linked by hinge binding 21, and a pair of binding beam supporting 22,22 formations that are separately fixed at these clamping plate halfbody 20,20 back sides.As shown in Figure 3, each clamping plate halfbody 20,20 is the shape of コ word along the formation cross section, side of keel carriage crossbeam S, link tongue piece 20a, 20a be erected at its top edge about, and a pair of trapezoidal intermediate plate 20b, 20b face within it are wholely set towards the inboard, are formed with concavo- convex sawtooth 20c, 20c on the free end edge of these intermediate plates 20b, 20b.
On the one hand, each binding beam supporting 22 has formed the U of corner angle font cross section, and by left and right sides sidewall 22a, 22a, back wall 22b and diapire 22c constitute.And shown in Fig. 3,4, the back wall 22b of a pair of binding beam supporting 22,22 is by fixing by rivet 24 with the back side of above-mentioned a pair of clamping plate halfbody 20,20 respectively.
Utilize to link when the end of reinforcing crossmember R being attached at the side of pars intermedia of keel carriage crossbeam S with accessory J, the clamping plate halfbody 20,20 of pair of right and left is linked 21 around hinge to be rotated to tightening direction, the pars intermedia of keel carriage crossbeam S is clamped from its both sides, utilized bolt and nut 26 that a pair of binding tongue piece 20a, the 20a of these clamping plate halfbody 20,20 are combined.At this moment, sawtooth 20c, the 20c of intermediate plate 20b, the 20b of the inboard of left and right sides clamping plate halfbody 20,20 invade the vertical component effect 10 of keel carriage crossbeam S.And the top of clamping plate halfbody 20,20 is by the upper end 11 of screw 27 at keel carriage crossbeam S.Like this, link the pars intermedia that is securely fixed in keel carriage crossbeam S with accessory J.
As shown in Figure 2, on the binding beam supporting 22,22 about the binding of the pars intermedia that is separately fixed at adjacent keel carriage crossbeam S, S is with accessory J, with be cut into these keel carriage crossbeams S, S between the end of reinforcing crossmember R, R of spacing approximate same size combine support respectively, utilize a plurality of bolt and nuts 28 with its combination.According to above-mentioned main points, on the pars intermedia of adjacent keel carriage crossbeam S, S, utilize to link and use accessory J, many reinforcing crossmember R quilts interconnection respectively become row.
The length direction pars intermedia of many keel carriage crossbeam S can be reinforced with accessory J with a plurality of bindings that are connected these by many reinforcing crossmember R that are arranged in row.
As shown in Figure 1, 2, many keel carriage crossbeam S and above-mentioned being arranged on the many reinforcing crossmember R that are listed as arranged side by side, many carriages 30 quilts are arranged in a crossed manner therewith, laying floor 31 on these carriages 30.
Leave the gap between the both ends of the surface of many keel carriage crossbeam S and the main body wall of concrete main body F, the end face of these keel carriage crossbeams S does not directly contact with concrete main body F, and the vibrations that impose on keel carriage crossbeam S are not directly propagated on the concrete main body F.In addition, as shown in Figure 1, 2, the supporting surface of the keel carriage crossbeam S of concrete main body F, i.e. the reversed beam 2 of this concrete main body F and building in the increase portion 4, floated by following supporting mechanism H and supported in the end of many keel carriage crossbeam S.
As shown in Figure 6, this floor supporting mechanism H is by constituting with the lower part, promptly bend to the gripper shoe 36 of the zinc-iron plate system of flute profile, and the Shockproof rubber 37 of cross section concavity, and a pair of horizontal plane adjustment bolt 38,38, and a pair of hold- down nut 42,42 that is screwed into these horizontal planes adjustment bolts 38,38 respectively.Above-mentioned gripper shoe 36 has extension 36a, the 36a that both sides approximate horizontal is to the left and right stretched out, penetrate on these extensions 36a, the 36a to be provided with and to connect the bolt hole that above-mentioned horizontal plane is adjusted bolt 38,38, and below these bolts hole, with it, welding with one heart and be screwed into the welded nut 39,39 that horizontal plane is adjusted bolt 38,38.
In addition, on the recess of above-mentioned gripper shoe 36, above-mentioned Shockproof rubber 37 is had some amount of screwing ground supportings to embed, and this moment, these parts were not bonded into one.In addition, above-mentioned a pair of horizontal plane is adjusted bolt 38,38, is that following being waved respectively of head 38b, the 38b of its lower end is connected with circular base plate 40,40 freely, following bonding the discoid yielding rubber 41,41 of this base plate 40,40.
Utilize this floor supporting mechanism H, with keel carriage crossbeam S be supported on concrete main body F supporting surface, be reversed beam 2 and when building in the increase portion 4, the screw division 38a, the 38a that a pair of horizontal plane are adjusted bolt 38,38 are screwed into a pair of welded nut 39,39, and run through extension 36a, 36a, hold-down nut 42,42 is tightened in from the free end of outstanding screw division 38a, 38a of left and right sides extension 36a, 36a.Like this, gripper shoe 36 is fixing by a pair of horizontal plane adjustment bolt 38,38.The base plate 40,40 of a pair of horizontal plane being adjusted bolt 38,38 by yielding rubber 41,41 be bearing in concrete main body F supporting surface, be reversed beam 2 or build in the increase portion 4.At this moment, horizontal plane is adjusted supporting surface that bolt 38,38 is not fixed on concrete main body F, is reversed beam 2 or builds in the increase portion 4.Therefore a pair of horizontal plane adjustment bolt 38,38 supporting surface of concrete main body F relatively laterally moves freely, and in addition, forms the gap between the bottom surface of gripper shoe 36 and the concrete main body F, does not contact with this concrete main body F.Above-mentioned Shockproof rubber 37 is not closely embedded the recess of gripper shoe 36 regularly, and the following of keel carriage crossbeam S is not fixedly fastened on this Shockproof rubber 37.Therefore, it all is fixing mutually constituting the gripper shoe 36 of floor supporting mechanism H, a pair of horizontal plane adjustment bolt 38,38, a pair of hold- down nut 42,42 and Shockproof rubber 37, can freely separate.
Effect with regard to first embodiment of above-mentioned formation describes below, many keel carriage crossbeam S do not contact with concrete main body F by supporting mechanism H, floated by yielding rubber 41 and to be supported on supporting surface, to be reversed beam 2 or to build in the increase portion 4, and, on the pars intermedia of these keel carriage crossbeams S, utilize reinforcing fitting J to be connected, can improve the rigidity of the pars intermedia of many keel carriage crossbeam S load maximums with its reinforcing crossmember R arranged in a crossed manner.Therefore, even the central portion to floor 31 applies under the situation of excessive dynamic load, can disperse to support this dynamic load by many keel carriage crossbeam S, make " balance of power " on floor become possibility, can prevent " phenomenon of takeofing " takeoff in the end of many above-mentioned keel carriage crossbeam S, can improve sound insulation value, effective to long keel carriage crossbeam S especially.
In addition, the reinforcing operation of above-mentioned keel carriage crossbeam S, be by ready for reinforcing accessory J and the reinforcing crossmember R that can easily block into certain-length, the operator does not need skillfully just can carry out at the scene easily, and, even the interval difference of adjacent keel carriage crossbeam S also can be carried out aforesaid operations without barrier.
In addition, as shown in Figure 1, 2,, therefore, need not connect on the one side of the lateral surface of binding accessory J and link beam supporting 22 owing on the lateral surface of the left and right sides outermost keel carriage crossbeam S, do not have reinforcement by connection crossbeam R.
Following with reference to Fig. 7-9, describe with regard to the second embodiment of the present invention.With the above-mentioned first embodiment components identical with identical symbol.
The binding accessory J of this second embodiment and the structure of reinforcing crossmember R ' have some different with above-mentioned first embodiment's.Promptly link on the top edge of clamping plate halfbody 20,20 of pair of right and left of accessory J, on whole width, connection tongue piece 20 ' a is one by one erect by one, and two connect tongue piece 20 ' a, 20 ' a and close when tight at a pair of clamping plate halfbody 20,20, are connected by one group of bolt and nut 26.In addition, by linking the reinforcing crossmember R ' that accessory J is connected on the keel carriage crossbeam S be, the part that is equivalent to carriage 30 is formed one, and is bigger than the volume of the reinforcing crossmember R of above-mentioned first embodiment.And among this second embodiment, being connected with on the keel carriage crossbeam S of reinforcing crossmember R ' does not need carriage 30, as shown in Figure 7, between the end face of reinforcing crossmember R ', can guarantee to connect tongue piece 20 ' a and the bolt and nut 26 that connects therewith occupy the space.
This second embodiment does not need to be provided with carriage 30 on a row reinforcing crossmember R ' except having the action effect identical with first embodiment, and by one group of bolt and nut 26, can connect link accessory J about clamping plate halfbody 20,20.
Following with reference to Figure 10-12, describe with regard to the third embodiment of the present invention.With above-mentioned first and second embodiment components identical with identical symbol.
The structure of the binding accessory J of the 3rd embodiment is different with above-mentioned second embodiment's, and other structures are identical with above-mentioned second embodiment's.
As Figure 11 clear and definite, a pair of clamping plate halfbody 20,20 about the binding accessory J of the 3rd embodiment by junction plate 23 by can switch and can load and unload the ground combination.This junction plate 23 is formed by rectangular leaf spring, on the two ends, the left and right sides of this junction plate 23, is formed with hook-shaped combined 23a, 23a.Bottom at a pair of clamping plate halfbody 20,20, the paired respectively roughly outwardly-bent at right angles formation of left and right sides bonding pad 20d, 20d, the top and the left and right sides of above-mentioned junction plate 23 combined 23a, 23a of these left and right sides bonding pad 20d, 20d can combine with loading and unloading.Shown in the arrow of Figure 10, by the spring force of the junction plate 23 that formed by leaf spring, a pair of clamping plate halfbody 20,20 is by to the direction reinforcing of closing.Therefore, as shown in figure 10, spring force by junction plate 23, a pair of clamping plate halfbody 20,20 can clamp it from the both sides of keel carriage crossbeam S, and, clamp the back connects this clamping plate halfbody 20,20 by one group of bolt and nut 26 connection tongue piece 20 ' a, 20 ' a, can the pars intermedia that accessory J is fixed on keel carriage crossbeam S will be linked, on the reinforcing crossmember 22,22 about it, identical with above-mentioned first and second embodiment, reinforcing crossmember R ' is fixed by a plurality of bolt and nuts 28.
The 3rd embodiment does not need the hinge of first and second embodiment to link 21 owing to link accessory J except having the action effect identical with second embodiment, so its simple for structureization, can cheapness provide.
Following with reference to Figure 13-15, describe with regard to the fourth embodiment of the present invention.With above-mentioned first to the three embodiment components identical with identical symbol.
The structure of the binding accessory J of the 4th embodiment is different with above-mentioned first embodiment's, and other structures are identical with above-mentioned first embodiment's.
The pair of right and left clamping plate halfbody 20,20 of the binding accessory J of the pars intermedia of clamping keel carriage crossbeam S is cut apart, side view along keel carriage crossbeam S forms the cross section concavity respectively, and horizontal slotted hole 20e, 20e penetrated respectively on the pars intermedia that is arranged on these clamping plate halfbodies 20,20.By pair of right and left clamping plate halfbody 20,20, the vertical component effect 10 of keel carriage crossbeam S is clamped from its both sides, after slotted hole 20e, the 20e that makes left and right sides clamping plate halfbody 20,20 and the installing hole that penetrates the pars intermedia that is arranged on keel carriage crossbeam S 13,13 are consistent, utilize bolt and nut 26 to pass these holes, the left and right sides clamping plate halfbody 20,20 that links accessory J is fixed on the pars intermedia of keel carriage crossbeam S.Paired binding beam supporting 22,22 is welded on the outside of left and right sides clamping plate halfbody 20,20 respectively.The end of reinforcing crossmember R is supported on each respectively and is linked on the beam supporting 22, and is fixing by bolt and nut 28.On reinforcing crossmember R and binding accessory J, lay carriage 30.
The 4th embodiment has the action effect identical with first embodiment.
Following with reference to Figure 16, describe with regard to the fifth embodiment of the present invention.With above-mentioned first to fourth embodiment components identical with identical symbol.
The 5th embodiment, be the binding accessory J that utilizes above-mentioned first embodiment, by two rows reinforcing crossmember R in upright arrangement, can reinforce the pars intermedia of many keel carriage crossbeam S, binding accessory J leaves to be divided into two lines at interval at length direction and is connected to the pars intermedia of many keel carriage crossbeam S, and the two row's reinforcing crossmember R that intersect with keel carriage crossbeam S are separately fixed on these binding accessories J.
The 5th embodiment is, owing to by reinforcing crossmember R with link accessory J, be divided into the pars intermedia that two rows reinforce many keel carriage crossbeam S, therefore can improve the rigidity of floor support structure more, and is especially suitable to the flooring structure that floor area is big.
Following with reference to Figure 17-19, describe with regard to the sixth embodiment of the present invention.With the above-mentioned first embodiment components identical with identical symbol.
The 6th embodiment is that multiple row keel carriage crossbeam SS is supported on the concrete main body F side by side.Each multiple row keel carriage crossbeam SS is, between near keel carriage crossbeam S, S about arranged side by side, clip at its length direction and leave a plurality of partition parts 50 that the compartment of terrain is provided with, about keel carriage crossbeam S, S and partition parts 50 be to be combined into one by connecting bolt 51 that connects these parts and the nut 52 that is tightened thereon.Above-mentioned partition parts 50 are that to form the cross section by timber, synthetic resin material etc. be hexagon, about medial surface and the partition parts 50 of keel carriage crossbeam S, S about the outside closely be connected, can improve multiple row keel carriage crossbeam SS self rigidity.Link accessory J about a pair of clamping plate halfbody 20,20 by about have hinge and link 21,21 hinge accessory 53 by can the connection of switch ground.By a pair of connection tongue piece 20a, the 20a that are erected at left and right sides clamping plate halfbody 20,20 upper ends are respectively lumped together, utilize bolt and nut 26 to make its combination, left and right sides clamping plate halfbody 20,20 is closed, and SS is combined into one with multiple row keel carriage crossbeam.In addition, the each several part of the upper end of left and right sides clamping plate halfbody 20,20 and left and right sides keel carriage crossbeam S coincidence is riveted 27.Sawtooth 20c, the 20c that turns up intermediate plate 20b, the 20b of formation from the inner face of left and right sides clamping plate halfbody 20,20 invades the lateral surface of the vertical plane 10,10 of side by side keel carriage crossbeam S, S respectively, and it is more firm to the combination of multiple row keel carriage crossbeam SS to link accessory J.The end of reinforcing crossmember R, R by respectively in conjunction be supported on link accessory J about link on the beam supporting 22,22, be integral combination by bolt and nut 28,28.Linking accessory J and laying carriage 30 above the reinforcing crossmember R.
According to the 6th embodiment,, and by reinforcing crossmember R with link the pars intermedia that accessory J reinforces its length direction, therefore can improve the rigidity of flooring structure body more because multiple row keel carriage crossbeam SS self has high strength.
Following with reference to Figure 20, describe with regard to the seventh embodiment of the present invention.With above-mentioned the 6th embodiment components identical with identical symbol.
The 7th embodiment is, uses dividing plate 60 to replace the partition parts 50 of above-mentioned the 6th embodiment, and other structure is identical with the 6th embodiment.The tabular dividing plate 60 that is formed by the rubber elastomeric material is sandwiched between the mutual relative side of side by side left and right sides keel carriage crossbeam S, S of multiple row keel carriage crossbeam SS.The top of this dividing plate 60 is sandwiched between binding tongue piece 20a, the 20a of left and right sides clamping plate halfbody 20,20, and is fixing by bolt and nut 26.
The 7th embodiment has the identical action effect with above-mentioned the 6th embodiment.
Following with reference to Figure 21, describe with regard to the eighth embodiment of the present invention.With above-mentioned the 6th, seven embodiment components identical with identical symbol.
The 8th embodiment is, utilize the binding accessory J of above-mentioned the 6th embodiment, by two row reinforcing crossmember R, can reinforce the pars intermedia of multiple row keel carriage crossbeam SS, on the pars intermedia of multiple row keel carriage crossbeam SS, binding accessory J leaves to be divided into two lines at interval at its length direction and is connected respectively, and the two row reinforcing crossmember R that intersect with multiple row keel carriage crossbeam SS are separately fixed on these binding accessories J.
According to the 8th embodiment, owing to, be divided into two lines and reinforce the pars intermedia of multiple row keel carriage crossbeam SS length direction, therefore can improve the rigidity of floor support structure more by reinforcing crossmember R and binding accessory J, especially suitable to the flooring structure that floor area is big.
More than be illustrated with regard to embodiments of the invention, the invention is not restricted to the foregoing description, within the scope of the invention, various embodiment can be arranged.
For example, in the foregoing description, just floor support structure of the present invention is implemented in the apartment of concrete main body with inverted beam structure and be illustrated, also can implement the apartment of concrete main body with positive girder construction, in addition, can certainly implement the building beyond the apartment.
Claims (5)
1. the floor support structure of a building is not supported on many keel carriage crossbeams (S) on the supporting surface of concrete main body (F) regularly side by side, at these laying floors (31) above keel carriage crossbeam (S), it is characterized in that,
On the pars intermedia of above-mentioned many keel carriage crossbeams (S) length direction, array is provided with the many reinforcing crossmembers (R, R ') that intersect with these keel carriage crossbeams (S), is combined into one with linking between the side of accessory (J) with the keel carriage crossbeam (S) at the both ends of each reinforcing crossmember (R, R ') and relative these both ends.
2. the floor support structure of building as claimed in claim 1, it is characterized in that, above-mentioned binding accessory (J) is by the two sides of keel carriage crossbeam (S) are clamped a pair of clamping plate halfbody of all-in-one-piece (20,20), and be separately fixed at the back side of these clamping plate halfbodies (20,20), the binding beam supporting (22,22) that supports above-mentioned reinforcing crossmember (R, R ') end constitutes.
3. the floor support structure of building as claimed in claim 1 or 2 is characterized in that, above-mentioned reinforcing crossmember (R, R ') is arranged on the pars intermedia of keel carriage crossbeam (S) length direction by row or multiple row.
4. the floor support structure of building as claimed in claim 1 or 2 is characterized in that, above-mentioned keel carriage crossbeam (S) is by closely multiple row setting mutually.
5. the floor support structure of building as claimed in claim 3 is characterized in that, above-mentioned keel carriage crossbeam (S) is by closely multiple row setting mutually.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP389333/2003 | 2003-11-19 | ||
| JP2003389333A JP2005146769A (en) | 2003-11-19 | 2003-11-19 | Floor supporting structure of building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1619080A true CN1619080A (en) | 2005-05-25 |
Family
ID=34696114
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2004100368113A Pending CN1619080A (en) | 2003-11-19 | 2004-04-19 | Floor supporting structure for building |
Country Status (4)
| Country | Link |
|---|---|
| JP (1) | JP2005146769A (en) |
| KR (1) | KR20050049303A (en) |
| CN (1) | CN1619080A (en) |
| TW (1) | TWI240035B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106499154A (en) * | 2016-11-21 | 2017-03-15 | 常州第建筑集团有限公司 | Floated wood floor board for sports ground system and its construction method |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007092438A (en) * | 2005-09-29 | 2007-04-12 | Ps Mitsubishi Construction Co Ltd | Floor slab installing method |
| KR100899272B1 (en) | 2008-09-12 | 2009-05-26 | 위광수 | Deck with combination apparatus for i-type ironware |
| KR200447684Y1 (en) * | 2009-01-28 | 2010-02-11 | (주) 미도랜드 | Block type of deck assembly |
| CN102277948A (en) * | 2011-06-30 | 2011-12-14 | 周强 | Cement decorated composite board and construction method thereof |
| CN103899073B (en) * | 2014-04-11 | 2016-09-28 | 安徽惠云塑木股份有限公司 | A kind of Saunas Wood-plastic floor |
| JP7224784B2 (en) * | 2018-06-04 | 2023-02-20 | 倉敷化工株式会社 | Anti-vibration mounting structure for joists |
-
2003
- 2003-11-19 JP JP2003389333A patent/JP2005146769A/en active Pending
-
2004
- 2004-03-26 TW TW093108402A patent/TWI240035B/en not_active IP Right Cessation
- 2004-04-01 KR KR1020040022477A patent/KR20050049303A/en not_active Application Discontinuation
- 2004-04-19 CN CNA2004100368113A patent/CN1619080A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106499154A (en) * | 2016-11-21 | 2017-03-15 | 常州第建筑集团有限公司 | Floated wood floor board for sports ground system and its construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| TW200517561A (en) | 2005-06-01 |
| TWI240035B (en) | 2005-09-21 |
| KR20050049303A (en) | 2005-05-25 |
| JP2005146769A (en) | 2005-06-09 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN1185391C (en) | Damping intermediate column and damping structure using same | |
| US8906480B2 (en) | Reinforced laminated support mat | |
| CN1229450A (en) | Improved cladding board mounting system | |
| CN1746451A (en) | Pre-stressed concrete mixed beam structure with corrugated steel web | |
| CN1576476A (en) | Damping brace and structure | |
| CN1191416C (en) | Joint structure and method for building structural component unit | |
| CN1619080A (en) | Floor supporting structure for building | |
| TWM563700U (en) | Solar photovoltaic panel truss | |
| US7708497B2 (en) | Floating platform and method of constructing the same | |
| CN105829193B (en) | Side member, chassis and the trailer chassis for being provided with such side member | |
| CN104032832B (en) | A kind of post-stressed bamboo-wood structure framework | |
| KR20230108614A (en) | Battery mounting structure for pbv | |
| CN2778920Y (en) | Laying type double opening beam buckling trammel tenacity supporting device | |
| CN213204577U (en) | Buckling restrained orthogonal laminated wood-steel plate shear wall | |
| CN200971567Y (en) | Plug-in combined round flexible support | |
| CN1263578A (en) | A framing system for buildings | |
| CN1532365A (en) | Floor support structure of building | |
| CN214993205U (en) | Clamp unit for reinforcing prestressed T beam and construction platform | |
| CN1644842A (en) | Floor supporting structure of buidling | |
| CN109809278B (en) | Frame type light composite sedan bottom | |
| CN112112062A (en) | Enhanced comb-tooth type vibration and noise reduction bridge expansion device and method | |
| KR20230022208A (en) | Engineered Wood Structure System | |
| CN213013853U (en) | Water conservancy bridge roof structure | |
| CN101736815A (en) | Shear connector | |
| US8479460B1 (en) | High shear roof deck system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |