CN108797870A - Method for connecting floor slab to steel beam of wooden building - Google Patents
Method for connecting floor slab to steel beam of wooden building Download PDFInfo
- Publication number
- CN108797870A CN108797870A CN201810358795.1A CN201810358795A CN108797870A CN 108797870 A CN108797870 A CN 108797870A CN 201810358795 A CN201810358795 A CN 201810358795A CN 108797870 A CN108797870 A CN 108797870A
- Authority
- CN
- China
- Prior art keywords
- floor
- steel beam
- wooden
- shape steel
- wooden floor
- 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
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 72
- 239000010959 steel Substances 0.000 title claims abstract description 72
- 238000000034 method Methods 0.000 title claims abstract description 14
- 238000010276 construction Methods 0.000 claims abstract description 37
- 239000002023 wood Substances 0.000 claims abstract description 28
- 238000012986 modification Methods 0.000 claims description 18
- 230000004048 modification Effects 0.000 claims description 18
- 239000000463 material Substances 0.000 abstract 2
- 238000004904 shortening Methods 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 5
- 238000012407 engineering method Methods 0.000 description 4
- 238000013461 design Methods 0.000 description 3
- 239000004566 building material Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/023—Separate connecting devices for prefabricated floor-slabs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/10—Load-carrying floor structures formed substantially of prefabricated units with metal beams or girders, e.g. with steel lattice girders
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/12—Load-carrying floor structures formed substantially of prefabricated units with wooden beams
Abstract
A method for connecting a floor slab to a steel beam of a wooden building comprises the following steps: assembling an I-shaped steel beam on a plane, assembling a wood floor on the inner side of the I-shaped steel beam, locking the wood floor close to the inner side of the I-shaped steel beam by more than one group of combining bolts from the outer side of the I-shaped steel beam to the inner side, installing angle materials for adjusting the flatness of the wood floor and the decorative floor at two ends of the inner side of the decorative floor, attaching the angle materials to the wood floor and protruding out of the I-shaped steel beam, locking the decorative floor and the wood floor by more than one group of combining bolts, and forcing the decorative floor to cover the outer sides of the I-shaped steel beam and the wood floor, thereby quickly building the wood building and shortening the construction period by the combining mode of the invention.
Description
Technical field
A kind of connection method the present invention relates to floor of Wood construction to girder steel, more particularly to it is a kind of by one group or more
I-shape steel beam group connects multiple wooden floors, reaches Rapid Combination and can shorten the building engineering method of construction time.
Background technology
Wood construction have the advantages that it is a variety of, for example：The raw material of Wood construction is mainly based on timber, and with part concrete
And supplemented by metal, thus compared to armored concrete (RC buildings) for, more environmental protection and time for putting up a house is shorter.And timber
Temperature is built with adjusting cool in summer and warm in winter, is increasingly liked in recent years by masses.
The mode that the existing carpentery workshop floor applied more than second floor is combined with beam be frame in exterior wall skeleton and compartment skeleton it
Between, foundation needs the load-carrying for selecting the wooden frame of appropriate span to bear floor；However, making concessionaire or the foreman's Chang Yin professions of log cabin
Knowledge is insufficient or to save cost and ambiguous band mistake, but thus cause log cabin in the future after the completion of, floor when use occurs to walk
It crosses at soft, storing furniture and sink, and then seriously affect structure and sound insulation.In addition, existing wooden frame processes relatively complicated, constructor
Member is other than needing by design drawing construction, and when having interference between wooden frame and the wooden building materials, construction personnel needs through equipment again
Wooden frame is processed again.
Invention content
The main object of the present invention is the connection method for being to provide a kind of floor of Wood construction to girder steel, mainly passes through I-shaped
Section steel beam is as girder, sealed wooden floor and the floor of modification on girder, and accordingly, i-shape steel beam provides preferable
Support force, and can quickly assemble, reach Rapid Combination and the building engineering method of construction time can be shortened.
The building engineering method of above-mentioned purpose can be reached, including：One i-shape steel beam, which is assembled in one, to be had in plane, by one
Wooden floor is assembled on the inside of the i-shape steel beam, then with one group or more of Combining bolt by the outside of the i-shape steel beam inwards
Locking so that the wooden floor is fitted tightly on the inside of the i-shape steel beam, both ends installation of the modification floor on the inside of it
It is useful for the angle section for adjusting the wooden floor and the modification floor level degree, the wooden floor is fitted in and convexedly stretches in this
At i-shape steel beam, modification floor and the wooden floor are locked by one group or more of Combining bolt, force the modification building
Plate is covered on the outside of the i-shape steel beam and the wooden floor, accordingly, combination energy fast construction wood through the invention
Building shortens the construction time.
In construction, in order to enable the wooden floor to be flattened on the i-shape steel beam, the wooden floor is I-shaped with this
The side that girder steel is connected cuts off the wooden floor lower edge angle, in order to install.
Construction when, if encounter between i-shape steel beam and wooden floor generate can not horizontal screw lock the case where when, the work
Shaped girder steel can define an interconnecting piece and two planar portions, which can define a horizontal connection portion and one vertically
Interconnecting piece is threaded into the vertical joints so that the wood by one group or more of Combining bolt by the interconnecting piece of the i-shape steel beam
Matter floor integrally combines with the i-shape steel beam.
In construction, if the i-shape steel beam needs to accept the wooden floor of larger area, or when wanting loading capacity larger,
It is further provided with an auxiliary support block on rear side of the wooden floor, by one group or more of Combining bolt by the auxiliary support block side
The wooden floor is locked, by auxiliary support block increase and the i-shape steel beam contact area, providing the wooden floor has
Larger load stress.
If have in construction construction area it is smaller in the case of, also can by the wooden floor by Combining bolt by the I-shaped
The inside facing outward side chain of section steel beam is fixed in the modification floor.
The present invention also can be assembled in a timber beam, the timber beam other than it can wooden floor be installed on i-shape steel beam
It is arranged in parallel in the i-shape steel beam side, is locked in the timber beam by the wooden floor by one group or more of Combining bolt.
Description of the drawings
Fig. 1 is first embodiment of the invention assembling figure (one).
Fig. 2 is first embodiment of the invention assembling figure (two).
Fig. 3 is second embodiment of the invention schematic diagram.
Fig. 4 is third embodiment of the invention schematic diagram.
Fig. 5 is four embodiment of the invention schematic diagram.
Fig. 6 is fifth embodiment of the invention schematic diagram.
Fig. 7, Fig. 8 are other embodiment schematic diagram of the present invention.
Reference sign
10 interconnecting piece of i-shape steel beam, 11 planar portions 12
Timber beam 13
20 lower edge angle of wooden floor, 21 vertical joints 23
24 auxiliary support block 25 of horizontal connection portion
Modification 30 angle section of floor, 31 collision mat 32
Combining bolt 40.
Specific implementation mode
It please refers to Fig.1, Fig. 2, the connection method of the floor of Wood construction of the present invention to girder steel comprising：By an i shaped steel
Beam 10, which is assembled in one, to be had in plane (such as the ground of Wood construction either Wood construction exterior wall skeleton), by 20 groups of a wooden floor
Loaded on inwards being locked by i-shape steel beam outside on the inside of the i-shape steel beam, then with one group or more of Combining bolt 40, make
It obtains the wooden floor 20 and is fitted tightly over 10 inside of i-shape steel beam, take a modification manufactured with timber with floor 30 in it
The both ends of side are equipped with the angle section 31 for adjusting the wooden floor 20 and 30 flatness of modification floor, are fitted in
The wooden floor 20 convexedly stretches at the i-shape steel beam 10, by one group or more of Combining bolt 40 by modification floor 30 and the wood
Matter floor 20 locks, and the modification floor 30 is forced to be covered on the outside of the i-shape steel beam 10 and the wooden floor 20, accordingly,
Combination energy fast construction Wood construction through the invention shortens the construction time.Further such as Fig. 8, if modification floor 30
It is contacted with the external world, then must be laid with more than one collision mat 32,32 energy of collision mat in the outside of the modification floor 30
The situation that water-sprinkling effect prevents aqueous vapor to be attached to the wooden floor 20 or modification floor 30 and is deformed or rots is generated to send out
It is raw.Combined method through the invention, which can exempt, to be commonly used wooden frame repeatedly processing is needed to form trip or bonding pad, and is constructed
Personnel can rapid construction, in addition the i-shape steel beam 10 have good intensity, can be to avoid floor caused by construction wrong
The problem of recess, noise, generates.
Referring to Fig. 3, in construction, in order to enable the wooden floor 20 to be flattened on the i-shape steel beam 10, this is wooden
The side that floor 20 is connected with the i-shape steel beam 10, cuts off 20 lower edge angle 21 of wooden floor, and excision lower edge angle 21 can carry
With horizontal connection portion 24 inner face of the i-shape steel beam 10 is fitted in order to installing for the vertical joints 23 of wooden floor 20
When can fit closely.If in addition the i-shape steel beam 10 need accept larger area wooden floor 20, or want loading capacity compared with
When big, which is further provided with an auxiliary support block 25, auxiliary by this by one group or more of Combining bolt 40
It helps 25 side of supporting block to lock the wooden floor 20, is increased and 10 contact surface of i-shape steel beam by the auxiliary support block 25
Product, providing the wooden floor 20 has larger load stress.
Referring to Fig. 4, in construction, if encountering between i-shape steel beam 10 and wooden floor 20, generation can not horizontal screw lock
The case where when, which can define an interconnecting piece 11 and two planar portions 12, which can define
One horizontal connection portion 24 and a vertical joints 23, by one group or more of Combining bolt 40 by the connection of the i-shape steel beam 10
Portion is threaded into the vertical joints 23 so that the wooden floor 20 integrally combines with the i-shape steel beam 10.
Referring to Fig. 5, the present invention other than it can wooden floor 20 be installed on i-shape steel beam 10, also can be assembled in a wood
Matter beam 13, which is arranged in parallel in 10 side of i-shape steel beam, wooden by this by one group or more of Combining bolt 40
Floor 20 is locked in the timber beam 13.Design can mitigate the overall weight of floor whereby.
If referring to Fig. 6, have in construction construction area it is smaller in the case of, also the wooden floor 20 can be passed through combination
Bolt 40 is fixed in the wooden floor 20 by the inside facing outward side chain of the i-shape steel beam 10 and is used again by such as timber beam 13 or modification
Floor 30 connects.
Referring to Fig. 7, the situation of its first and third embodiment of combination mainly illustrated, first by the i-shape steel beam 10
Interconnecting piece locks several Combining bolts 40, and is fixed on the vertical joints 23 of the wooden floor 20 of the other side, accordingly by side
Wooden floor 20 connect with i-shape steel beam 10, the wooden floor 20 of the other side is then if first embodiment is with the side of butt
Formula is fixed on 24 inside of horizontal connection portion of the i-shape steel beam 10, then is locked with several Combining bolts 40, therefore, by this hair
It is bright that suitable form of construction work can be selected according to field conditions, the efficiency of assembling and building can be improved.
By above description, advantages of the present invention is as follows：
(1) characteristic of wooden floor 20 of the invention is formed with the structure of multiple wood tissue texture different directions, this is wooden
Floor 20 is high with bonding strength, the good advantage of associativity, for comparing existing engineering method in such a way that plank combines one by one, this
Invention substantially shortens the construction period and provides the advantages that Wood construction service life is long.
(2) present invention selects i-shape steel beam 10 as beam body, with high intensity, it is not easy to which the characteristics of deforming is compared
Existing structure only by the design of wood sawing trip or binding end for, i-shape steel beam 10 has the advantages that higher assembling.
Obviously, described embodiment is only a part of the embodiment of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
Claims (5)
1. a kind of connection method of floor of Wood construction to girder steel, which is characterized in that its step includes：By an i-shape steel beam group
Mounted in one have plane on, a wooden floor is assembled on the inside of the i-shape steel beam, then with one group or more of Combining bolt by
Inwards lock on the outside of the i-shape steel beam so that the wooden floor is fitted tightly on the inside of the i-shape steel beam, and a modification is used
Both ends of the floor on the inside of it are equipped with the angle section for adjusting the wooden floor and the modification floor level degree, are pasted
It is convexedly stretched at the i-shape steel beam together in the wooden floor, which can define an interconnecting piece and two planes
Portion, which can define a horizontal connection portion and a vertical joints, by one group or more of Combining bolt by the work
The interconnecting piece of shaped girder steel is threaded into the vertical joints, forces the modification with floor to be covered on the i-shape steel beam wooden with this
The outside of floor.
2. connection method of the floor of Wood construction according to claim 1 to girder steel, which is characterized in that the wooden floor with
The side that the i-shape steel beam is connected cuts off the wooden floor lower edge angle, in order to install.
3. connection method of the floor of Wood construction according to claim 1 to girder steel, which is characterized in that after the wooden floor
Side is further provided with an auxiliary support block, and the wooden building is locked by the auxiliary support block side by one group or more of Combining bolt
Plate is provided the wooden floor and is answered with larger load by auxiliary support block increase and the i-shape steel beam contact area
Power.
4. connection method of the floor of Wood construction according to claim 3 to girder steel, which is characterized in that the wooden floor is logical
It crosses Combining bolt and the floor is fixed in by the inside facing outward side chain of the i-shape steel beam.
5. connection method of the floor of Wood construction according to claim 1 to girder steel, which is characterized in that the building of the timber structure
Plate further includes a timber beam to the connection method of girder steel, and it is wooden by the wooden floor to be locked in this by one group or more of Combining bolt
Liang Zhong.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW106114057 | 2017-04-27 | ||
| TW106114057A TWI687571B (en) | 2017-04-27 | 2017-04-27 | Connection method of floor board of wooden building to steel beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108797870A true CN108797870A (en) | 2018-11-13 |
Family
ID=64093395
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810358795.1A Pending CN108797870A (en) | 2017-04-27 | 2018-04-20 | Method for connecting floor slab to steel beam of wooden building |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN108797870A (en) |
| TW (1) | TWI687571B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110469022A (en) * | 2019-07-03 | 2019-11-19 | 扬州工业职业技术学院 | The production method of wooden peg welding laminated timber floor assembly |
| CN114592648A (en) * | 2022-03-07 | 2022-06-07 | 安徽富煌钢构股份有限公司 | Assembled steel construction self-supporting floor system limit portion end restraint structure of encorbelmenting |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| TWI715246B (en) * | 2019-10-15 | 2021-01-01 | 台灣門框科技有限公司 | Fasteners for angle installation |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2455145A1 (en) * | 1979-04-26 | 1980-11-21 | Chasson Francois | Prefabricated panel for roof construction - is pinned to square section end tubes with T=section support beams build into gable ends |
| JPH04155046A (en) * | 1990-10-19 | 1992-05-28 | Sekisui House Ltd | Floor device |
| JPH05141029A (en) * | 1991-11-19 | 1993-06-08 | Sekisui House Ltd | Floor frame for building |
| JP2001214405A (en) * | 2000-02-02 | 2001-08-07 | East Japan Railway Co | Girder for construction work |
| CN203729468U (en) * | 2014-01-26 | 2014-07-23 | 宁波大学 | Connecting structure for steel and bamboo combined floor and steel and bamboo combined beam |
| CN106245837A (en) * | 2016-09-06 | 2016-12-21 | 南京工业大学 | A kind of assembled GFRP drawing and extruding section bar core wood composite floor slab structural system |
| JP2017014764A (en) * | 2015-06-30 | 2017-01-19 | パナホーム株式会社 | Floor panel-beam connection structure |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1724832A (en) * | 2004-07-21 | 2006-01-25 | 三泽住宅株式会社 | Building using wooden shaped board and construction method thereof |
| CN201236417Y (en) * | 2008-07-08 | 2009-05-13 | 苏州工艺美术职业技术学院 | Steel-wood constructed beam for garret |
| CN203834694U (en) * | 2014-05-19 | 2014-09-17 | 江苏宜润建筑改造技术有限公司 | Steel and wood connection structure |
-
2017
- 2017-04-27 TW TW106114057A patent/TWI687571B/en active
-
2018
- 2018-04-20 CN CN201810358795.1A patent/CN108797870A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2455145A1 (en) * | 1979-04-26 | 1980-11-21 | Chasson Francois | Prefabricated panel for roof construction - is pinned to square section end tubes with T=section support beams build into gable ends |
| JPH04155046A (en) * | 1990-10-19 | 1992-05-28 | Sekisui House Ltd | Floor device |
| JPH05141029A (en) * | 1991-11-19 | 1993-06-08 | Sekisui House Ltd | Floor frame for building |
| JP2001214405A (en) * | 2000-02-02 | 2001-08-07 | East Japan Railway Co | Girder for construction work |
| CN203729468U (en) * | 2014-01-26 | 2014-07-23 | 宁波大学 | Connecting structure for steel and bamboo combined floor and steel and bamboo combined beam |
| JP2017014764A (en) * | 2015-06-30 | 2017-01-19 | パナホーム株式会社 | Floor panel-beam connection structure |
| CN106245837A (en) * | 2016-09-06 | 2016-12-21 | 南京工业大学 | A kind of assembled GFRP drawing and extruding section bar core wood composite floor slab structural system |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110469022A (en) * | 2019-07-03 | 2019-11-19 | 扬州工业职业技术学院 | The production method of wooden peg welding laminated timber floor assembly |
| CN114592648A (en) * | 2022-03-07 | 2022-06-07 | 安徽富煌钢构股份有限公司 | Assembled steel construction self-supporting floor system limit portion end restraint structure of encorbelmenting |
| CN114592648B (en) * | 2022-03-07 | 2024-01-16 | 安徽富煌钢构股份有限公司 | Edge overhanging end constraint structure of assembled steel structure self-supporting floor slab system |
Also Published As
| Publication number | Publication date |
|---|---|
| TW201839225A (en) | 2018-11-01 |
| TWI687571B (en) | 2020-03-11 |
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| AD01 | Patent right deemed abandoned |
Effective date of abandoning: 20210702 |
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