CN1532365A - Floor support structure of building - Google Patents
Floor support structure of building Download PDFInfo
- Publication number
- CN1532365A CN1532365A CNA200410030140XA CN200410030140A CN1532365A CN 1532365 A CN1532365 A CN 1532365A CN A200410030140X A CNA200410030140X A CN A200410030140XA CN 200410030140 A CN200410030140 A CN 200410030140A CN 1532365 A CN1532365 A CN 1532365A
- Authority
- CN
- China
- Prior art keywords
- mentioned
- floor
- horizontal plane
- gripper shoe
- pair
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/02—Flooring or floor layers composed of a number of similar elements
- E04F15/024—Sectional false floors, e.g. computer floors
- E04F15/02447—Supporting structures
- E04F15/02464—Height adjustable elements for supporting the panels or a panel-supporting framework
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/02—Flooring or floor layers composed of a number of similar elements
- E04F15/024—Sectional false floors, e.g. computer floors
- E04F15/02447—Supporting structures
- E04F15/02494—Supporting structures with a plurality of base plates or like, each base plate having a plurality of pedestals upstanding therefrom to receive the floor panels
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F2290/00—Specially adapted covering, lining or flooring elements not otherwise provided for
- E04F2290/04—Specially adapted covering, lining or flooring elements not otherwise provided for for insulation or surface protection, e.g. against noise, impact or fire
- E04F2290/044—Specially adapted covering, lining or flooring elements not otherwise provided for for insulation or surface protection, e.g. against noise, impact or fire against impact
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Floor Finish (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
A structure for supporting a floor of a building is provided to conveniently level the floor slab supported in the concrete frame of the building under the floor, and to efficiently use the beam for a long time by lifting up and down the left and right sides of the supporting plate and turning the lower head of the level adjusting bolt with the spanner. A floor supporting apparatus(Fs) is composed of a couple of level adjusting bolts(18) having a horn head(18b) in which a seating plate is mounted on the lower supporting surface and a male screw part extended from the head; a supporting plate(16) having left and right long extension parts in which the male screw part is inserted; a damping rubber(17) supported in the supporting plate; and a lock nut(22) inserted to the male screw part of the level adjusting bolt to lock the supporting plate. A beam is supported in the supporting plate by the damping rubber, and the position of the left or right extension part of the supporting plate is adjusted by turning the level adjusting bolt.
Description
Technical field
The present invention relates to the floor support structure of buildings such as apartment, particularly, can carry out down the horizontal plane adjustment operation of floor surface simply from the floor, and can change simply, easily, the new building floor braced structures of the component parts of floor supporting device that maintaining is shorter than keel carriage crossbeam service life of deck construction body.
Background technology
Existing apartments etc. have in the building of concrete main body, on the floor supporting surface of concrete main body, the flooring structure body (for example with reference to patent documentation 1) that constitutes by the many keel carriage crossbeams and the floor of on this, laying by the floor supporting units support by floor joists.
No. 2855491 communique of [patent documentation 1] Japan Patent
Though the horizontal plane of the floor surface of above-mentioned flooring structure body needs the accurate levelness of long term maintenance, because the variation with the elapsed time of flooring structure body, earthquake etc. can not be kept this levelness sometimes.
At this, proposed on the support component of above-mentioned floor, to set up the scheme of the horizontal plane adjusting device of the levelness that can recover floor surface.
But, because this floor support component is set under the floor, when therefore carrying out the horizontal plane adjustment operation of floor surface, be very difficult under narrow floor, carry out so usually dismantled in the floor, its result has the problem that the horizontal plane that increases floor surface is adjusted cost.
In addition, many keel carriage crossbeams that constitute the major part of above-mentioned flooring structure body are made of the zinc-iron plate with rustless property, service life is long, and support its floor support component owing to have bolt, parts such as padded coaming such as nut and rubber, the service life of floor support component is not only short than keel carriage crossbeam, and existing keel carriage crossbeam and floor support component are indissociable structures, though keel carriage crossbeam also has sufficient service life, but have no alternative but it is changed, during renovation building etc., not only increase cost but also have the waste problem of resource.
Summary of the invention
In view of the foregoing, the purpose of this invention is to provide and under the floor, to carry out the horizontal plane adjustment of floor surface easily, can utilize long keel carriage crossbeam service life simultaneously effectively for a long time, the new floor support structure that can address the above problem.
In order to achieve the above object, the invention provides a kind of floor support structure of building, on the supporting surface of concrete main body, constitute by floor supporting device support floor structure, it is characterized in that, above-mentioned floor supporting device has with the lower part: a pair of horizontal plane is adjusted bolt, this a pair of horizontal plane adjust bolt have be supported in base plate on the above-mentioned supporting surface be arranged on the lower end dihedral head with from the vertical outer screw section that stretches out of this head; There are left and right sides extension, cross section to form the gripper shoe that groove shape, above-mentioned outer screw section are screwed into above-mentioned left and right sides extension at both ends; Be supported on the Shockproof rubber on the above-mentioned gripper shoe; Being screwed into above-mentioned a pair of horizontal plane respectively adjusts the outer screw section of bolt, above-mentioned gripper shoe is fixed on the hold-down nut of adjusting the position; Pass through Shockproof rubber, the keel carriage crossbeam of above-mentioned flooring structure body is supported on the above-mentioned gripper shoe, above-mentioned horizontal plane is adjusted bolt, can be rotated operation by instrument is combined with the head of its lower end, can carry out the adjustment of upper-lower position to the left and right sides extension of above-mentioned gripper shoe respectively.
According to above-mentioned feature, the constructor just can simply easily carry out the horizontal plane adjustment of floor surface in space under the floor at the floor of need not dismantling.
In addition, in order to achieve the above object, the invention provides a kind of floor support structure of building, on the supporting surface of concrete main body, constitute by floor supporting device support floor structure, it is characterized in that above-mentioned floor supporting device has with the lower part: a pair of base plate that is not bearing in regularly on the above-mentioned supporting surface; Base plate is waved rotation and is connected freely on the lower end, and near this base plate, a pair of horizontal plane that has the head of dihedral and have an outer screw section that vertically stretches out from this head is adjusted bolt; Have left and right sides extension, cross section at both ends and form the gripper shoe that groove shape, above-mentioned outer screw section are screwed into above-mentioned left and right sides extension; Be supported on the Shockproof rubber on the above-mentioned gripper shoe; Being screwed into above-mentioned a pair of horizontal plane respectively adjusts the outer screw section of bolt, above-mentioned gripper shoe is fixed on the hold-down nut of adjusting the position; Pass through Shockproof rubber, the keel carriage crossbeam of above-mentioned flooring structure body is supported on the above-mentioned gripper shoe, and above-mentioned horizontal plane is adjusted bolt, by instrument is combined with the head of its lower end, operation can be rotated, the adjustment of upper-lower position can be carried out respectively the left and right sides extension of above-mentioned gripper shoe.
According to above-mentioned feature, the constructor just can simply easily carry out the horizontal plane adjustment of floor surface in space under the floor at the floor of need not dismantling, and can wave rotation because horizontal plane is adjusted the relative base plate of bolt, therefore can alleviate the rotary load that this horizontal plane is adjusted bolt.Just the swivel bearing plate does not reduce resistance and carries out the horizontal plane adjustment of floor surface, can improve its operability.
And, in order to achieve the above object, beyond said structure, the invention provides the floor support structure of building with following feature, be that above-mentioned a pair of horizontal plane is adjusted bolt, the base plate that is its lower end is not stationarily supported within on the supporting surface of concrete main body, and keel carriage crossbeam is not fixedly fastened on the above-mentioned Shockproof rubber in addition.
According to above-mentioned feature, can be motionless service life long keel carriage crossbeam, and change the parts of the floor supporting device of lacking than its service life, when the renovation of building etc., can reduce cost and help to save resource.
Above-mentioned and other purpose, feature and advantage of the present invention can show from following detailed description to appropriate embodiment with reference to the accompanying drawings.
Description of drawings
Fig. 1 is the part in the apartment of the first embodiment of the present invention sectional drawing that breaks.
Fig. 2 is the sectional drawing along the 2-2 line of Fig. 1.
Fig. 3 is the section expanded view along the 3-3 line of Fig. 1.
Fig. 4 is the section expanded view along the 4-4 line of Fig. 3.
Fig. 5 be Fig. 35 to look the imagination line in the part expanded view.
Fig. 6 is the section expanded view along the 6-6 line of Fig. 5.
Fig. 7 is the stereogram of keel carriage crossbeam support portion.
Fig. 8 is the vertical section exploded view of keel carriage crossbeam support portion.
Fig. 9 is that expression is carried out the state that horizontal plane is adjusted to the flooring structure body.
The sectional drawing of the keel carriage crossbeam support portion of Figure 10 second embodiment of the present invention.
Figure 11 is the sectional drawing along the 11-11 line of Figure 10.
The specific embodiment
Below the embodiments of the invention shown in reference to the accompanying drawings describe with regard to embodiments of the present invention.
Among Fig. 1,2, the concrete main body F that constitutes the inverted beam structure of apartment framework 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.
Set up the residence space H at some families on each layer that is separated by horizontal main part Fh side by side, each residence space H is erected at four jiaos respectively, connect the main column 1 of floor slab Sf, Sf up and down and main body exterior wall 2 and the compartment wall (load bearing wall) 3 that links into an integrated entity between the relative main column 1,1 separated.
Constitute on the floor slab Sf of horizontal main part Fh, longitudinal and transverse contrary crossbeam 5L, the 5T that divides Space H d under the floor of each residence space H by from floor slab Sf towards last outstanding integratedly the setting, on these longitudinal and transverse contrary crossbeam 5L, 5T, the lower end of body portion partition wall 3 and main body exterior wall 2 is connected to one, and these contrary crossbeam 5L, 5T are connected with main column 1 one that is positioned at four jiaos of residence space H in addition.
Among each residence space H, on the slab Sf of floor, be oriented to outstanding integratedly the setting than above-mentioned contrary low longitudinal and transverse contrary girder 6L, the 6T of crossbeam 5L, 5T, these longitudinal and transverse contrary girder 6L, 6T intersect mutually, and its end is connected with longitudinal and transverse contrary crossbeam 5L, the pars intermedia one of 5T respectively.
As shown in Figure 1, on the outside of the main body exterior wall 2 on one side of the residence space H at some families arranged side by side (Fig. 1 left side), constructed passage 7, in addition on the outside of the main body exterior wall 2 (Fig. 1 right side) of another side, constructed balcony 8, with the horizontal contrary girder 6T of passage 7 and balcony 8 almost parallels compare with balcony 8 more close passage 7 some, in each residence space H, deflection balcony 8 one sides can be occupied the large-area space that makes the part (water returns り) of water.In addition, as shown in Figure 3, in the face of outside one side, promptly the inner face of the contrary crossbeam 5T of the horizontal stroke of passage 7 one sides and balcony 8 one sides is provided with the foaming urethanes 9 as heat-barrier material.
Flooring structure body Fr is supported between in length and breadth contrary crossbeam 5L, the 5T and in length and breadth contrary girder 6L, 6T of each residence space H, by this flooring structure body Fr, residence space H is divided into space (living space) Hu on (storage space) Hd of space under the floor and the floor.
Above-mentioned flooring structure body Fr is made of following partly one usually, that is: many keel carriage crossbeams 10, on this floor 12 of passing through the supported many floor joists 11 of padded coaming 15, constituting by floor that is laid on the wooden class on these floor joists 11 etc. of quadrature therewith, this floor 12 is with finish material and the stacked formation of basic material one, in addition, above-mentioned keel carriage crossbeam forms the shape that the cross section is the ∑ word by the zinc-iron plate of rustless property.
As shown in Figure 1, each residence space H forms the plane oblong-shaped, with the direction of its length direction quadrature, promptly, on the width of this residence space H, between the relatively shorter span of vertical contrary crossbeam 5L and vertical contrary girder 6L, the bridge formation support respectively of many keel carriage crossbeams 10 quilts.As shown in Figure 2, on the sidepiece of vertical contrary crossbeam 5L, increase cast portion with contrary girder 6L, the roughly the same horizontal plane of 6T, promptly, support portion, floor 14 is by one-body molded (by the pattern plate bolster of vertical contrary crossbeam 5L step-likely, moulding integratedly simultaneously when moulding), between this support portion, floor 14 and vertical contrary girder 6L top, the end of many above-mentioned keel carriage crossbeams 10 by floor supporting device Fs of the present invention by unsteady support.
Conclusively show as Fig. 7,8, this floor supporting device Fs is by constituting with the lower part: be bent the gripper shoe 16 of the zinc-iron plate system of grooving shape moulding, the Shockproof rubber 17 that the cross section is concavity, a pair of horizontal plane and adjust bolt 18,18 and be screwed into these horizontal planes respectively and adjust a pair of hold-down nut 22,22 of bolts 18,18.Above-mentioned gripper shoe 16 has extension 16a, the 16a that stretches out to the both sides approximate horizontal to the left and right, on these extensions 16a, the 16a, be equipped with and connect bolt hole 16b, the 16b that above-mentioned horizontal plane is adjusted bolt 18,18, and below bolt hole 16b, 16b, with it, welding with one heart and be screwed with the welded nut 19,19 that horizontal plane is adjusted bolt 18,18.
In addition, on the recess of above-mentioned gripper shoe 16, above-mentioned Shockproof rubber 17 is supported embedding with certain amount of screwing, and this moment, these parts were not bonded into one.In addition, above-mentioned a pair of horizontal plane is adjusted bolt 18,18, head 18a, the 18a of its lower end form hexagonal configuration, are welded with circular base plate 20,20 below this head 18a, 18a respectively, following bonding the discoid yielding rubber 21,21 of this base plate 20,20.
Utilize this floor supporting device Fs below, the step that the supporting surface that just keel carriage crossbeam 10 is supported on concrete main body F promptly increases on cast portion 14 or the vertical contrary girder 6L describes.
Be screwed into a pair of welded nut 19,19 and through bolt hole 16b, 16b by outer screw section 18a, the 18a that a pair of horizontal plane is adjusted bolt 18,18, outer screw section 18a, the 18a that a pair of horizontal plane is adjusted bolt 18,18 is screwed into left and right sides extension 16a, the 16a of gripper shoe 16 respectively, and hold-down nut 22,22 is tightened in from the free end of outstanding outer screw section 18a, 18a of left and right sides extension 16a, 16a.Like this, gripper shoe 16 is fixing by a pair of horizontal plane adjustment bolt 18,18.
Then, the base plate 20,20 with a pair of horizontal plane adjustment bolt 18,18 is bearing on the supporting surface of concrete main body F by yielding rubber 21,21.At this moment, horizontal plane is adjusted the supporting surface that bolt 18,18 is not fixed on concrete main body F promptly increases on cast portion 14 or the vertical contrary girder 6T.Therefore a pair of horizontal plane adjustment bolt 18,18 supporting surface of concrete main body F relatively laterally moves freely, and forms the gap between the bottom surface of gripper shoe 16 and the concrete main body F in addition, does not contact with this concrete main body F.Above-mentioned Shockproof rubber 17 is not closely embedded the recess of gripper shoe 16 regularly, and the following of keel carriage crossbeam 10 is not fixedly fastened on this Shockproof rubber 17.Therefore, it all is fixing mutually constituting the gripper shoe 16 of floor supporting device Fs, a pair of horizontal plane adjustment bolt 18,18, a pair of hold-down nut 22,22 and Shockproof rubber 17, can freely separate.
Many floor joists are by padded coaming 15 and disposed thereon orthogonally of many keel carriage crossbeams, laying floor 12 on these floor joists 11.
Then, floor joists 11 is being passed through on floor 12, under the state that keel carriage crossbeam 10 and floor supporting device Fs support, when the horizontal plane that carries out the floor surface on floor 12 is adjusted, at first, with instrument Sp such as spanners respectively with a pair of hold-down nut 22 of each floor supporting device Fs, 22 to the direction rotation of unclamping, from left and right sides extension 16a, after the following and gripper shoe 16 of 16a is separated, as Fig. 5, shown in 6 and 9, with instrument Sp such as spanners a pair of horizontal plane is adjusted bolt 18, the hexagonal head 18b of 18 lower end, 18b rotates left or to right, lift adjustment is twisted and is combined in a pair of horizontal plane adjustment bolt 18 respectively, left and right sides extension 16a on 18,16a, can be supported on the adjustment up and down of the keel carriage crossbeam 10 on the gripper shoe 16 respectively, the horizontal plane adjustment of the floor surface on many floors 12 on the keel carriage crossbeam 10 can be supported on, the inclination on this floor 12 can be repaired.And the horizontal plane adjustment of the floor surface on floor 12 is tightened a pair of set bolt 22,22 and just floor 12 can be fixed on the desired horizontal plane position after finishing.
Shown in Fig. 5,9, according to this first embodiment, the rotary manipulation that a pair of horizontal plane is adjusted bolt 18,18 and hold-down nut 22,22 can not unload lower floor 12, the operator who gets into Space H d under the floor utilizes instruments such as spanner Sp to operate, can not carry out the existing operation that floor 12 is removed, so the horizontal adjustment of the floor surface on floor 12 becomes easy.Particularly as this embodiment, have in the building of concrete main body F of inverted beam structure, because the height of Space H d can stay higherly (approximately 60cm) under the floor, therefore above-mentioned horizontal plane is adjusted operation and is more prone to.
In addition, as shown in Figure 8, because each component parts of floor supporting device Fs can be separated from each other, and can separate with the supporting surface of keel carriage crossbeam 10 and concrete main body F, the keel carriage crossbeam 10 that therefore can stay length service life is motionless, and change each component parts of short floor supporting device Fs service life in contrast to this, for example Shockproof rubber 17, horizontal plane are adjusted bolt 18,18 etc., the cost when helping to reduce the renovation building and help to save resource.
Followingly describe with regard to the second embodiment of the present invention with reference to Figure 10,11.The key element identical with above-mentioned first embodiment is with identical symbolic representation.
The structure that the horizontal plane of this second embodiment is adjusted bolt 118 and base plate 120 is different with above-mentioned first embodiment, and other structures are identical with above-mentioned first embodiment.As the clearly expression of Figure 11 institute, it is by integrally formed with the lower part that horizontal plane is adjusted bolt 118: the outer screw section 118a that stretches out to vertical direction, the head 118b of its underpart and at the joint portion 118c with bellying 118d of lower part, this joint portion 118c is embedded in by activity in the centre bore 120a of discoid base plate 120, and bellying 118d is bigger than above-mentioned centre bore 120a.Like this, horizontal plane is adjusted bolt 118, and on the 118c of the joint portion of its lower end, base plate 120 can not waved rotationally with coming off to be connected.Yielding rubber 121 be bonded in base plate 120 below, on the through hole 121a of the central opening of yielding rubber, contain the bellying 118d that horizontal plane is adjusted bolt 118 lower ends.
And, among this second embodiment, the horizontal plane adjustment of floor surface of carrying out floor 12 is identical with above-mentioned first embodiment, with instrument Sp such as spanners respectively with a pair of hold-down nut 22 of each floor supporting device Fs, 22 to the direction rotation of unclamping, from left and right sides extension 16a, after the following and gripper shoe 16 of 16a is separated, with instrument Sp such as spanners a pair of horizontal plane is adjusted bolt 118, the hexagonal head 118b of 118 lower end, 118b rotates left or to right, lift adjustment is twisted and is combined in a pair of horizontal plane adjustment bolt 118 respectively, the left and right sides extension 16a of the gripper shoe 16 on 118,16a can be supported on the adjustment up and down of the keel carriage crossbeam 10 on the gripper shoe 16 respectively.
And, according to this second embodiment, because can being waved, base plate 120 is connected rotationally on each horizontal plane adjustment bolt 118, therefore can not carry out the rotary manipulation that horizontal plane is adjusted bolt 118 along with the rotation of base plate 120, can reduce resistance and carry out its operation sleekly, its operability is good.
More than be illustrated with regard to embodiments of the invention, but the present invention is not limited only to this embodiment, various within the scope of the invention embodiment can.
For example, in the foregoing description, horizontal plane is adjusted bolt form hexagon, the polygonal of other that can form also that instrument such as spanner can combine with it.In the foregoing description, gripper shoe forms discoid in addition, also can form polygonal dish and wait other shapes.
Claims (3)
1. the floor support structure of a building on the supporting surface of concrete main body (F), constitutes by floor supporting device (Fs) support floor structure (Fr), it is characterized in that,
Above-mentioned floor supporting device (Fs) has with the lower part:
A pair of horizontal plane is adjusted bolt (18), this a pair of horizontal plane adjust bolt (18) have be supported in base plate (20) on the above-mentioned supporting surface be arranged on the head (18b) of the dihedral of lower end with from the vertical outer screw section that stretches out of this head (18b) (18a);
There are left and right sides extension (16a), cross section to form the gripper shoe (16) that groove shape, above-mentioned outer screw section (18a) are screwed into above-mentioned left and right sides extension (16a) at both ends;
Be supported on the Shockproof rubber (17) on the above-mentioned gripper shoe (16);
Being screwed into above-mentioned a pair of horizontal plane respectively adjusts the outer screw section (18a) of bolt (18), above-mentioned gripper shoe (16) is fixed on the hold-down nut (22) of adjusting the position;
By Shockproof rubber (17), the keel carriage crossbeam (10) of above-mentioned flooring structure body (Fr) is supported on the above-mentioned gripper shoe (16), above-mentioned horizontal plane is adjusted bolt (18), operation can be rotated by instrument is combined with the head (18b) of its lower end, the adjustment of upper-lower position can be carried out respectively the left and right sides extension (16a) of above-mentioned gripper shoe (16).
2. the floor support structure of a building on the supporting surface of concrete main body (F), constitutes by floor supporting device (Fs) support floor structure (Fr), it is characterized in that,
Above-mentioned floor supporting device (Fs) has with the lower part:
The a pair of base plate (120) that is not bearing in regularly on the above-mentioned supporting surface;
Base plate (120) is connected on the lower end freely by being waved rotation, and near this base plate (120), a pair of horizontal plane that has the head (118b) of dihedral and have an outer screw section (118a) that vertically stretches out from this head (118b) is adjusted bolt (118);
Have left and right sides extension (16a), cross section at both ends and form the gripper shoe (16) that groove shape, above-mentioned outer screw section (18a) are screwed into above-mentioned left and right sides extension (16a);
Be supported on the Shockproof rubber (17) on the above-mentioned gripper shoe (16);
Being screwed into above-mentioned a pair of horizontal plane respectively adjusts the outer screw section (118a) of bolt (118), above-mentioned gripper shoe (16) is fixed on the hold-down nut (20) of adjusting the position;
By Shockproof rubber (17), the keel carriage crossbeam (10) of above-mentioned flooring structure body (Fr) is supported on the above-mentioned gripper shoe (16), above-mentioned horizontal plane is adjusted bolt (118), operation can be rotated by instrument is combined with the head (118b) of its lower end, the adjustment of upper-lower position can be carried out respectively the left and right sides extension (16a) of above-mentioned gripper shoe (16).
3. the floor support structure of building as claimed in claim 1 or 2, it is characterized in that, above-mentioned a pair of horizontal plane is adjusted bolt (18,118), the base plate (20,120) that is its lower end is not stationarily supported within on the supporting surface of concrete main body (F), and keel carriage crossbeam (10) is not fixedly fastened on the above-mentioned Shockproof rubber (17).
Applications Claiming Priority (4)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP078551/2003 | 2003-03-20 | ||
| JP2003078551 | 2003-03-20 | ||
| JP2003207768A JP3742081B2 (en) | 2003-03-20 | 2003-08-18 | Building floor support structure |
| JP207768/2003 | 2003-08-18 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1532365A true CN1532365A (en) | 2004-09-29 |
Family
ID=33542989
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA200410030140XA Pending CN1532365A (en) | 2003-03-20 | 2004-03-19 | Floor support structure of building |
Country Status (4)
| Country | Link |
|---|---|
| JP (1) | JP3742081B2 (en) |
| KR (1) | KR100586630B1 (en) |
| CN (1) | CN1532365A (en) |
| TW (1) | TWI255878B (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100436736C (en) * | 2005-08-23 | 2008-11-26 | 三洋工业株式会社 | Floor buffer structure |
| CN102192386A (en) * | 2010-03-19 | 2011-09-21 | 江苏金羊能源环境工程有限公司 | Device for manufacturing large body |
| CN102913520A (en) * | 2012-10-31 | 2013-02-06 | 中国北车集团大连机车车辆有限公司 | Bolt adjusting assembly and railway vehicle |
| CN103433462A (en) * | 2013-08-17 | 2013-12-11 | 昆山西诺巴精密模具有限公司 | Die-casting mould frame |
| CN105587095A (en) * | 2015-12-28 | 2016-05-18 | 王柏泉 | Height-adjustable keel and floor installation system comprising same |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101180382B1 (en) * | 2010-08-11 | 2012-09-10 | 고수철 | Unit for support joist, system for constructing flooring having the same and method for constructing flooring |
| 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 |
| CN106836728B (en) * | 2016-07-29 | 2022-09-13 | 上海市建筑装饰工程集团有限公司 | Stone terrace overhead preassembly grouting curing structure |
| JP2018109306A (en) * | 2017-01-04 | 2018-07-12 | 独立行政法人都市再生機構 | Double floor structure |
| JP7466244B1 (en) | 2023-03-29 | 2024-04-12 | 株式会社エス・アイ・ルネス | How to adjust the floor level of a building |
-
2003
- 2003-08-18 JP JP2003207768A patent/JP3742081B2/en not_active Expired - Lifetime
-
2004
- 2004-02-27 TW TW093105105A patent/TWI255878B/en not_active IP Right Cessation
- 2004-03-04 KR KR1020040014572A patent/KR100586630B1/en not_active IP Right Cessation
- 2004-03-19 CN CNA200410030140XA patent/CN1532365A/en active Pending
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100436736C (en) * | 2005-08-23 | 2008-11-26 | 三洋工业株式会社 | Floor buffer structure |
| CN102192386A (en) * | 2010-03-19 | 2011-09-21 | 江苏金羊能源环境工程有限公司 | Device for manufacturing large body |
| CN102913520A (en) * | 2012-10-31 | 2013-02-06 | 中国北车集团大连机车车辆有限公司 | Bolt adjusting assembly and railway vehicle |
| CN103433462A (en) * | 2013-08-17 | 2013-12-11 | 昆山西诺巴精密模具有限公司 | Die-casting mould frame |
| CN105587095A (en) * | 2015-12-28 | 2016-05-18 | 王柏泉 | Height-adjustable keel and floor installation system comprising same |
| CN105587095B (en) * | 2015-12-28 | 2017-10-24 | 王柏泉 | Adjustable for height keel and the floor mounted systems including it |
Also Published As
| Publication number | Publication date |
|---|---|
| TWI255878B (en) | 2006-06-01 |
| TW200426286A (en) | 2004-12-01 |
| JP3742081B2 (en) | 2006-02-01 |
| KR20040083351A (en) | 2004-10-01 |
| JP2004339916A (en) | 2004-12-02 |
| KR100586630B1 (en) | 2006-06-07 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN1532365A (en) | Floor support structure of building | |
| CN1091725C (en) | Prefabricated pallet | |
| CN100335729C (en) | Staircase structure and method for constructing staircases | |
| CN112814321B (en) | Wall and ground leveling frame structure and installation method thereof | |
| CN101032994A (en) | Large span supporting structure between ship multilayer superstructure decks | |
| CN1076777C (en) | Assembly of bamboo assembled house | |
| CN2441907Y (en) | High frame floor | |
| CN1108417C (en) | Hollow grid structure pedestrain overcrossing | |
| CN1231644C (en) | Modular type bearing structure | |
| KR102341131B1 (en) | Lightweight stone deck | |
| CN1317468C (en) | Floor-supporting structure for building | |
| CN101033645A (en) | Floor structure | |
| CN2537773Y (en) | Non-metal plate and metal plate composite elevated floor structure | |
| CN1820112A (en) | Stiffness reinforced floor panel for a raised floor system | |
| CN2841793Y (en) | Multi-storey movable dwellings | |
| CN1598207A (en) | Hollow floor of reinforced concrete | |
| KR20090067925A (en) | Reinforcement structure of outrigger using horizontal steel wire | |
| CN2487691Y (en) | Container | |
| CN220410587U (en) | Prefabricated member transport tool | |
| CN217711529U (en) | Assembled high-strength concrete rib enhanced shock insulation raised floor | |
| JP3434349B2 (en) | Tunnel interior material mounting structure | |
| CN217651529U (en) | Floating slab track bed steel plate spring rear-mounted shear hinge structure | |
| CN112663832B (en) | A keel for installing indoor wallboard | |
| CN213772945U (en) | Anti-cracking reinforcing device for combined bridge deck | |
| CN211873433U (en) | A assembled partition wall for commercial square |
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 |