CN1796698A - Floor system with steel joists having openings with edge reinforcements and producing method - Google Patents
Floor system with steel joists having openings with edge reinforcements and producing method Download PDFInfo
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- CN1796698A CN1796698A CNA2005101314312A CN200510131431A CN1796698A CN 1796698 A CN1796698 A CN 1796698A CN A2005101314312 A CNA2005101314312 A CN A2005101314312A CN 200510131431 A CN200510131431 A CN 200510131431A CN 1796698 A CN1796698 A CN 1796698A
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- Prior art keywords
- edge
- web
- wing
- opening
- steel
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- 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
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/08—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
- E04C3/09—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders at least partly of bent or otherwise deformed strip- or sheet-like material
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
- E04C2003/0413—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
- E04C2003/0421—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section comprising one single unitary part
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0426—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
- E04C2003/0434—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the open cross-section free of enclosed cavities
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
- E04C2003/0452—H- or I-shaped
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
- E04C2003/0473—U- or C-shaped
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
- E04C2003/0482—Z- or S-shaped
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Floor Finish (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
A steel joist member for use in supporting floor structures giving great strength and convenience and improved acoustical performance having a web defining side edges and an axis, a flange on at least one side edge, openings through said web at spaced intervals therealong, having rounded ends and parallel linear sides, portions of said web displaced from said opening remaining attached integrally to the web by bend lines formed on the linear sides of the openings along axes parallel to the web axis, and forming reinforcing channels alongside the opposite sides of the opening. Also disclosed is a composite joist member made up of two such members joined together back to back with their openings in registration creating an H shape or an I shape. Also disclosed is a rim member for supporting the composite joists to form a floor structure. Also disclosed is a method of making such a floor joist member. Also disclosed is a floor panel system wherein floor panels can be prefabricated in a factory and transported to a construction site ready for installation in a building.
Description
Technical field
The present invention relates to a kind of floor system, the edge member that it has the steel joist and supports described joist, joist and edge member are formed with opening, and have the edge reinforcing rib that forms around described opening.Especially, the opening in the described joist is formed with the linear groove structure of strengthening along the opposite side of described opening, and the described linear groove structure of strengthening forms bend with first angle and second angle with respect to the joist plane respectively.
Background technology
People have proposed polytype steel joist, to be used to set up floor slab structure.Usually, use this joist to substitute wood joist.People have adopted the metal joist with solid web, but its can disturb floor and below ceiling between the space.These joists form C shape section usually, and promptly it has central web, and the relative side of this web is formed with the edge of a wing, edge.Sometimes several such bends can obtain higher intensity when adopting than minimal thickness metal (thinner gouge metal).Regrettably, this metal joist has hindered such as pipeline (plumbing wire) and heating, heating ventilation and air-conditioning facilities such as (HVAC).
People have proposed to be formed with the metal joist that is roughly triangle or trapezoid-shaped openings usually in web, both sides are formed with foregoing bend simultaneously.These aperture arrangement become to limit to extend the hound that crosses described joist.Wish when reducing weight and obstacle, to reach requirement of strength by this way.Yet, because the opening in the metal joist has these specific triangle or trapezoidal shapes of being roughly, so the facility under many situations of using the sizable pipeline of diameter is not suitable for passing these openings.For the constructor, can not cut away any hound and come, because this will sharply reduce the intensity of joist for described facility provides bigger opening.
When being cut into fixed length, these joists can produce another problem.Described opening with a triangle facing one direction and next triangle be arranged in pairs towards rightabout mode.Such joist is cut into the opening alinement that fixed length requires all specific orientations in inherent all adjacent joists of floor.This requirement makes described facility facilitate penetration of described joist.Yet because these openings orientation alternately, so in many cases, this requirement has caused cutting away the joist end that equals the occupied space of two openings on length.
Another factor is that concrete is widely used in pouring into a mould floor.
Traditionally, floor just is supported on the joist.Find now that when partly embedding the part metals joist in the concrete under the thin situation of slab thickness, they will provide higher intensity for floor.
By utilizing the present invention, adopt the opening that is roughly elliptical shape of neat symmetry, the end of described opening is limited by semi arch (radius) simultaneously, can reduce weight.In addition, by utilizing the present invention, can form now and can receive the opening that its diameter equals to cross the pipeline of this web extended distance.The solid section of web is retained between the adjacent apertures and is formed with from one side of this web to the strut of another side horizontal expansion.This has been avoided the hound of previous joist.This also means can strengthen the line size of passing described opening.In addition, the shape of described opening symmetry and identical, this make pass opening that joist is used to facility is passed through and still keep full size in, can make that joist is back-to-back aligns in couples, to form the higher combination joist of intensity.
Summary of the invention
In order to realize aforementioned and other purposes, the present invention includes the steel haunched member that is used in the floor system, it comprises: web, it limits side, axis and the edge of a wing, edge at least one side of this web; A plurality of identical and symmetrical openings, it forms along described web and penetrates described web at interval with certain space, and have preliminary dimension and a profile, and have rounded ends and linear side parallel to each other, the sidepiece of described web is from described opening dislocation, and keeps being connected with described web integral body along the relative linear side of described opening; First bend, it is formed in each described sidepiece; Second bend, its and compartment of terrain parallel with described first bend is formed in each described sidepiece; Described first and second bends form along the axis parallel with the axis of described web.
The present invention also tries hard to provide a kind of aforesaid steel haunched member, and it comprises recess, and described recess is formed in the described web at interval with certain space; And opening, described opening is formed in the described recess, to gain in strength and to reduce some heat transfers.
The present invention also tries hard to provide a kind of aforesaid steel haunched member, and the sidepiece of wherein said dislocation defines each groove shape of extending along the axis parallel with the axis of described web.
The present invention also tries hard to provide a kind of aforesaid steel haunched member, wherein said opening has the linear side of qualification opposing parallel and the shape on arc tips limit, the described sidepiece of described web and described linear side are one, and the continuous edge of a wing, edge is formed on the entire circumference of described opening.
The present invention also provides a kind of combination haunched member, and it is connected to each other back-to-back by two aforesaid steel joists and forms the combination haunched member.In this embodiment, because the shape of described opening symmetry and identical, so the combination joist can be only is in alignment with each other and makes by two joists being placed back-to-back the opening that makes them simultaneously.This combination joist also has high strength when still allowing described facility to pass.
The present invention provides a kind of structural edge member that is used to connect around the floor again, and the support member that is used to support the opposite end of each steel haunched member on described edge member.
This edge member also can comprise the fastening tab (tabs) that is used for fastening each steel haunched member.
This edge member also can comprise embedded structure and joist end abut.
The present invention provide again a kind of manufacturing have web, side, along the edge of a wing of at least one described side and the method for steel haunched member that penetrates the opening of described web, described method comprises the steps: to form in described web at interval with certain space along described web has the linear side of opposing parallel and the opening of curved end; Leave the metal sidepiece that is connected with described web along each described relative linear side; At least one side along described web forms the edge of a wing, described edge; And pass through, and, be formed on the described sidepiece outside the described web plane subsequently along separating with described first bending line and parallel crooked each described sidepiece of second bending line along crooked each the described sidepiece of first bending line.
The present invention also provides a kind of method that adopts above-mentioned edge member and steel haunched member to form floor joist system.
The various novel features that become characteristic of the present invention especially give to point out especially in appended claims that form a present disclosure part.In order to understand the present invention better, its service advantages and use the specific purpose that is reached by it should be with reference to the accompanying drawings and enumerate and illustrate the manual of the preferred embodiment of the present invention.
Description of drawings
In the accompanying drawings:
Fig. 1 is the stereogram that the floor system of one embodiment of the invention is shown, it has the combination joist that is formed by two steel haunched members, opening in the steel haunched member has the end of relative linear side and semicircle or arc, and is formed with groove on the described relative linear side of opening;
Fig. 2 is the section along a haunched member of the 2-2 line of Fig. 1;
Fig. 3 is the section along a haunched member of the 3-3 line of Fig. 1;
Fig. 4 is the side cutaway view of the part of a haunched member among Fig. 1;
Fig. 5 is the section along a haunched member of the 5-5 line of Fig. 4;
Fig. 6 is the stereogram of the edge member of Fig. 1 embodiment;
Fig. 7 is the section along the edge member of the 7-7 line of Fig. 6;
Fig. 8 is the section along the edge member of the 8-8 line of Fig. 6;
Fig. 9 is the section along the edge member of the 9-9 line of Fig. 6;
Figure 10 is the stereogram of another embodiment of floor system that the employing combination haunched member of another embodiment of the present invention is shown, and wherein the edge member to Fig. 1 improves;
Figure 11 is the stereogram of another embodiment that the floor system of another embodiment of the present invention is shown, and is used to support the tabular floor of typical veneer, and it adopts improved combination haunched member to remove built-in edges;
Figure 12 is the stereogram of another embodiment that the floor system of another embodiment of the present invention is shown, and is used to support the tabular floor of typical veneer, and it adopts the edge member to Figure 11 to carry out improved edge member;
Figure 13 is the stereogram of another embodiment of floor system that the employing combination haunched member of another embodiment of the present invention is shown, and wherein edge member is supported on the edge of framework of the support wall that is formed by metal stud;
Figure 14 is another of floor system that shows the independent haunched member of employing of mountain another embodiment of the present invention
The stereogram of embodiment;
Figure 15 is the stereogram that another embodiment of floor system another embodiment of edge member, that adopt the combination haunched member is shown, and the edge of a wing in edge member has the compared to Figure 1 width of reduction;
Figure 16 is the stereogram that another embodiment of the steel haunched member that can be used in combination with foreign system is shown; And
Figure 17 is the section along the 17-17 line of Figure 16.
The specific embodiment
As already described, the invention provides a kind of floor system or Roof system that adopts the metal sheet joist, it has improved sound absorption characteristics to reduce the sound transmission from a floor to next floor.The present invention also provides and is applicable to the metal sheet joist of strengthening tabular floor of concrete slab or roofing.
The present invention also provides a kind of combination H type that forms by two joists are linked together back-to-back or I type haunched member, has made the method for this haunched member and the method that forms floor on length.
For illustrative purposes, " floor " speech is used for illustrating the layer structure of using at building (levelstructure), itself or play in building the effect of the floor that supports people or object, perhaps come containment building as roofing.As roofing the time, this structure has the gradient usually; Yet as floor the time, it is a level.The present invention can be equally applicable to arbitrary function.
With reference to figure 1 as seen, exemplify the present invention in this form with floor 10.Typically, floor 10 is made of combination metal sheet haunched member 12 and edge member 14.Typically, edge member 14 is supported on top edge (not shown), foundation structure or other structure of wall.Haunched member 12 is across the space that is surrounded by edge member 14, and the end portion supports of haunched member 12 is on edge member 14.
As shown in Figure 1, the combination haunched member 12 in the present embodiment is the composite membeies that are made of the 20 back-to-back placements of two identical joists.Like this, this combination haunched member has just formed H type or I type member.Each joist 20 is made by metal (being steel in this case) plate.Each joist 20 has basic for the web 22 on plane with along the edge of a wing, edge 24 of the lower side formation of web 22.The edge of a wing, edge 24 is by forming with this web of right-angle bending.Antelabium 26 is formed on the edge of a wing, edge 24 with the right angle again.To become clearer in the following description is, in web 22, by the part of metal sheet being carried out punching and dislocation but the other parts of not removing metal sheet form opening 28.
In this embodiment, opening 28 forms along the cardinal principle oval in shape of the elongated lengthwise of joist 20.Based on the reason that will illustrate, these openings are identical and symmetrical.Each opening 28 has along the opposed end that has semicircle or curved profile 30 of the central axis setting of web 22.
Along between the end 30 of opposite side, opening 28 is formed with the linear parallel side of the elongation of representing with Reference numeral 32.
Based on the reason that the following describes, if desired, can form the cross rib 34 (Fig. 2 and Fig. 3) of elongation in the end of joist, to provide higher rigidity in the joist end.
Be extended with and form and the edge of a wing, web 22 rectangular edge 36 around opening 28.Two linear side 32 along this opening have the support antelabium 38 that extends to form from the edge of a wing, edge 36 integral body.Support antelabium 38 and is formed by part web 22, part web 22 is partly gone out and dislocation along these linear side of opening 28, but it keeps connection as the part on the edge of a wing, edge 36.Support antelabium 38 with the plane parallel of web 22 but right angle bends 40 places with interval form.Like this, two reinforcing ribs that support antelabium 38 formation along two linear side 32,36 short groove shapes of extending of opening 28 from the edge of a wing, edge.Like this, support antelabium 38 and greatly strengthened joist 20 along the length direction of two linear side 32 of opening 28.
This feature allows opening 28 to be formed with big relatively size, thereby the pipeline (not shown) can pass the lateral dimension that opening 28 extends and only be subject to the opening that vertically passes web 22.Compared with the joist with triangle open mouth, this is great improvement.Based on the reason that the following describes, along the upside formation connection edge of a wing 42 of web 22.
It should be noted that the shape of opening 28 and position define extends the strut 44 that crosses web 22.This strut can reduce the sound transmission that passes this joist.Joist 20 also is formed with recess 46 in the opposite end of each strut 44, and strut 44 outwards opens up in the web 22 there.Center position at these recesses 46 is provided with the opening of going out 48, although opening 48 can be other shape, is circular this its.Opening 48 has been removed metal, and this provides better obstruction and improved its sound absorption characteristics the sound transmission that passes this joist.Joist among this embodiment is useful especially.Owing to kept the metal of the quite big quantity of dislocation, so it has high strength by die-cut openings 28.The major part of these metals is not removed but is retained, and folded-out to form the support antelabium 38 of groove shape, and it has formed the both sides of opening 28.
Fig. 1 to Fig. 6 shows the additional features of the joist 20 that is used to embed concrete slab.
Connecting the edge of a wing 42 is formed with about 45 degree from the bandy built-in edge of the web plane edge of a wing 50.This angle can change a little at various application.
The built-in edge edge of a wing 50 is outwardly-bent, and is formed with a series of opening or holes 52 that concrete flows that are used for.
The antelabium 54 that turns back 50 forms along the built-in edge edge of a wing, to embed in the concrete.
Thus, this embodiment provide be provided with the reinforcing rib that is used for concrete floor or coagulation scholar plate, have a high-intensity joist.The built-in edge edge of a wing 50 that is partially embedded in the concrete will provide adhesion the safest between joist and the concrete.
The metal sheet that this joist can adopt thickness to reduce.What can expect is to realize being reduced by at least a standard size or two standard sizes of possibility when enough supports being provided still for concrete floor or concrete slab.
This will reduce the cost of this concrete floor or concrete slab.
Fig. 9 shows the joist 100 of another form, and it has the feature that is suitable for supporting by the made floor of other sheet material such as veneer.
Joist 100 has web 102 and the identical side wing edge 104 and 106 that forms along this web either side.The lower limb edge of a wing 104 and the top edge edge of a wing 106 are identical and crooked with this web plane ground that meets at right angles.Whole edge antelabium 108 extends from the lower limb edge of a wing 104 and the top edge edge of a wing 106 abreast with this web plane.Rib 110 forms across joist 100 with preceding and the same.
Opening 112 penetrates web 102 as before and forms, and it has in the embodiment in figure 1 the elliptical shape of elongation substantially.
The edge or the edge of a wing 114 as before nearby (therearound) form.The linear side 116 of opening 112 and 118 is strengthened by the support antelabium 120 from the web 102 whole metal sheets that extend, and keeps the more metal of dislocation by forming opening 112 thus, and is applied to improve joist, rather than it is abandoned as waste material.
Antelabium 120 is folded into the right angle groove that extends along each linear side of opening 112, so that higher intensity to be provided.More metal will be retained in this joist, and this both can increase its intensity, can allow to reduce standard size again in the member that substitutes.Form in this web that have can be for the recess 122 of circular or other shaped aperture 124, as mentioned above to be used to reduce heat waste.In use, two such joists 20 or 100 are as Fig. 1 and shown in Figure 9 with back-to-back relation and put.If desired, can they be fixed together to form the combination haunched member by (not shown) such as for example spot welding.
Making joist 20 or 100 can be by at first forming opening 112 and the edge of a wing, edge 114 is carried out in suitable forcing press.This forcing press can be spiral moulding press (flying die press), but useful is, employing has two rotating mould backing rolls and the rotational pressure machine of the mould that is provided with on backing roll, in such rotational pressure machine, along with metal sheet moves betwixt, two backing roll rotations are so that mould lumps together or separately.At die-cut formation opening, form the edge of a wing, edge in around openings, form recess and go out the recess opening after, make then half-formed metal sheet by a series of such as known roller die seat that need not to illustrate itself.To sequentially form the edge of a wing, edge 24,104 or 106 and support antelabium 38 or 120 on the opening either side at the roller die on the die holder.
Usually remain unchanged smooth and do not have the upstream of the rotational pressure machine of moulding to finish at band-like plate band-like plate is cut into fixed length.Like this, the every metal sheet that will experience various punching presses, moulding and rolling and forming order is cut into the desired precise length of finished product joist in advance.
According to design, also can joist be cut into fixed length in the downstream of roller die to equipment.
What must remember is, when being cut into fixed length, each end at each joist must leave feed (provision) to stay astomous joist end, it can be supported on the appropriate position in the final floor slab structure like this, while all openings in each joist are crossed this structure and are in alignment with each other.In the joist 20 and 100 in this case, opening 28 is identical with 112, symmetry and make its manufacturing become very easy by the fact that cross rib separates.Joist by this form makes and is cut into the easier enforcement of fixed length.With two back-to-back placements of joist and when opening is in alignment with each other, clearly this will make to install by the facility of opening and be very easy to.
Be assembled in the floor in order to make up haunched member 12, be provided with edge member 14, be shown specifically as Fig. 6 to Fig. 9.
Along the lower limb of web 130, support the edge of a wing 138 and extend the end of support combinations haunched member 12 with the right angle.
For haunched member is fixed on the appropriate location, tab 140 is gone out and is tied up to braced wing edge 138 tops with the pass of parallel interval certain distance from web 130 and extends.The tab 140 that illustrates in this embodiment is in the plane identical with the edge of a wing 132.Like this, the upper horizontal plane on the connection edge of a wing 42 of haunched member 12 will with the edge of a wing 132 coplanes.Under situation embodiment illustrated in fig. 1, the built-in edges 50 of haunched member will extend above this plane, thereby may be cast in the concrete floor that extends on the edge of a wing 132 of edge member 14.
When being connected to haunched member 12 on the tab 140, to remove the embedding edge of a wing of short part in the end of haunched member 12.This will make the connection edge of a wing 42 be installed in the below of tab 140 and will be fixed to the upper by securing member.Securing member also can be used for the edge of a wing, edge 24 is fixed on the support edge of a wing 138 of edge member 14.
Under the situation of fluid concrete floor, the edge of a wing 132 of edge member 14 is formed with the embedding ring of going out from this edge of a wing 142.The concrete of cast will flow around these rings 142, thus edge member 14 will be fixed on the appropriate location.
Using under the situation of the tabular floor of veneer for example, the edge of a wing 132 of edge member 14 forms the plane, and does not have any this ring (Figure 12).This makes this tabular floor lie on the top flange 106 of joist 100, lies in subsequently on the edge of a wing 132 of edge member 14.
Because top flange 106 is the plane in this case, so it will be installed in the below of tab 140 and need not to remove any part.
It should be understood that in many cases on relative wall two such haunched members 12 only to be arranged, its parallel and compartment of terrain separately is used to support across this regional edge member 14.In order to increase rigidity, if desired, can in web 130, form abut 144.These abuts separate with being separated by, to engage at the opposite side of each end with the combination haunched member.The antelabium 150 that web 130 also is formed with the oval-shaped opening 146 of the cardinal principle that is similar to joist, the edge of a wing, edge 148 and nearby forms as before.
In this case, single joist 20 or the joist 100 (Fig. 1 and Fig. 6) along the terminal edge of this floor himself just can lean against the top of wall.
In other cases, depend on, can have four or more a plurality of such edge member 14 by the floor enclosed areas.
In when design, may be by the middle edge member 14 that any suitable mode is supported on the floor across bigger zone, and in the space of given shape, have capping.
According to described method, joist and edge member can combine.Preferably, not only the assembling of edge member and joist but also concrete pouring in some cases will be carried out in away from the factory of building site.Floor can divide several parts prefabricated.When being transported to the building site, floor part or concrete slab will be raised to the appropriate location simply and tighten together, to form the complete floor in the building.
For the various variations of different application, can adopt various embodiment.
Thus, Figure 10 is the stereogram of another embodiment of floor system that the employing combination haunched member of another embodiment of the present invention is shown, and wherein the edge member to Fig. 1 improves.In this case, shown edge wall 136 turns down downwards.
Figure 11 is the stereogram that another embodiment of floor system of another embodiment of the present invention is shown, and is used to support the tabular floor of typical veneer, and it adopts improved combination haunched member, to remove built-in edges.In this case, identical among combination haunched member and Fig. 1, but removed built-in edges and alternative by the edge of a wing that is similar to bottom flange 24.This edge member also is improved to have removed and embeds ring and present smooth upper surface.
Figure 12 is the stereogram of another embodiment that the floor system of another embodiment of the present invention is shown, and is used to support the floor of typical veneer, and it adopts the edge member to Figure 11 to carry out improved edge member.In this case, shown edge wall 136 is turned down downwards.
Figure 13 is the stereogram of another embodiment of floor system that the employing combination haunched member of another embodiment of the present invention is shown, and wherein edge member is supported on the edge groove 158 of framework 160 of the bearing wall that is formed by metal stud 162.This plate is the plate of veneer and so on, and making up haunched member does not thus have built-in edges.Shown floor system is supported on the last groove 158 of framework of bearing wall.The framework of this bearing wall also can form by being different from the metal stud that makes up haunched member.
Figure 14 is the stereogram of another embodiment of the floor system of the independent haunched member of employing.Haunched member in this case has the feature identical with joist shown in Figure 1 20, but it is used individually and be back-to-back fixing.
Figure 15 is the stereogram that another embodiment of floor system another embodiment of edge member, that adopt the combination haunched member is shown, and the edge of a wing 164 in edge member has the compared to Figure 1 width of reduction.In this case, can reduce the width on the edge of a wing of edge member.Because edge member has been supported on the board slot (plate channel) of the framework of bearing wall, so this is possible.
In addition, this edge member is at edge member similar and shown in Figure 1 aspect other.
The improved form of steel haunched member is represented with Reference numeral 170 in Figure 16 and Figure 17.Haunched member 170 have web 172 with pass that web 172 forms identical, be generally oval-shaped opening 174.The edge of a wing, edge 176 is formed on around the opening 174.Support the relative linear side edge formation of antelabium 178 along opening 174.
Can be used for replacing double bracket beam 12 in many cases as Figure 16 and haunched member 170 shown in Figure 17.
Aforementionedly be explanation in this preferred embodiment of the present invention that only provides by example.The present invention is not limited to described any concrete feature, but should be clear, and its all changes all will fall within the scope of appended claims.
Claims (19)
1. a steel haunched member (12), it is used in the floor slab structure and has the weight of minimizing and the feature of the sound absorption characteristics of improvement, it comprises web (22), the edge of a wing (24) that this web (22) limits side, axis and forms at least one side, described steel haunched member is characterised in that also and comprises:
Opening (28), it is set to penetrate described web along described web at interval with certain space, and described opening is the ellipse of elongation substantially that has crooked end and relative linear side (32);
The edge of a wing, edge (36), it extends with described opening around each described opening is basic with meeting at right angles;
Two of described web support lip (38), and it is from each described opening dislocation, and are connected with the integral body of described web by the maintenance of the edge of a wing, described edge along the relative linear side of described opening;
Bend (40) in each described lip, it is parallel, and it is groove shape that described thus lip forms section but crooked away from described web ground, to strengthen the described joist in described open area.
2. steel haunched member as claimed in claim 1 (12) is characterized in that, this web (22) is formed with the recess (46) of space interval and is formed at the opening (48) that passes the sound transmission of this joist in the described recess, in order to minimizing.
3. steel haunched member as claimed in claim 1 (12), it is characterized in that, go up two described edges of a wing (24) perpendicular to described web (22) of formation at described web (22), one of them edge of a wing is positioned at a side of described web, and forms antelabium along the described edge of a wing perpendicular to the described edge of a wing.
4. steel haunched member as claimed in claim 1 (12) is characterized in that, described opening (28) is identical and symmetrical, and arranges equably along rectilinear direction, and is limited with the cross struts (44) that is horizontally through described web (22) extension between them.
5. steel haunched member as claimed in claim 4 (12) is characterized in that, is formed with opening (28) at the opposed end of inherent each the described strut (44) of described web (22).
6. steel haunched member as claimed in claim 5 (12) is characterized in that, is formed with to embed the edge of a wing (50) on the edge of a wing, described edge (36) of the described side of described web (22), is embedded in the concrete slab allowing.
7. steel haunched member as claimed in claim 1 (12) is characterized in that, described two back-to-back layouts of haunched member, and extend away from each other on their edges of a wing (24) separately simultaneously, and their opening (28) is in alignment with each other to form the combination haunched member.
8. steel joist as claimed in claim 1 is characterized in that, this steel joist has: embed the edge of a wing (50), this embedding edge of a wing (50) is formed with and is used for the opening (52) that concrete flows and passes; And bolt (54), this bolt (54) forms along the described embedding edge of a wing, is used for partly being embedded into concrete.
9. steel haunched member as claimed in claim 1, this steel haunched member comprises: the bend that forms in described web along the opposite side of described web; The edge of a wing, described edge that on described bend, forms; Along the folding part that the free edge on the edge of a wing, described edge forms; And the support antelabium that forms along the opposite side of described opening, the part of described support antelabium and the interlocking of described folding part are to provide intensity.
10. floor system that is used to support floor, it comprises a plurality of steel joists (12,100), described steel joist (12,100) has web (22,102), the edge of a wing (24,104,106) that described web (22,102) limits side, axis and forms at least one side, described floor system is characterised in that:
Make combination steel haunched member (12) by two steel joists;
Penetrate described web along described web at interval with certain space opening (28,146) is set, described opening is the ellipse of elongation substantially that has crooked end and relative linear side;
The edge of a wing, edge (36), it extends with described opening around each described opening is basic with meeting at right angles;
Two of described web are supported lip (38,150) from each described opening dislocation, and keep being connected with the integral body of described web by the edge of a wing, described edge along the relative linear side of described opening;
Right angle bends (40) in each described lip is parallel, and it is groove shape that described thus lip forms section but crooked away from described web ground, to strengthen the described joist in described open area;
The support edge of a wing (138) that at least two edge members (14), each described edge member all have web (130) and extend with the right angle from described web;
Roof limb edge (132), it is used for engaging with wall construction;
A plurality of tabs (140), it is used to be connected to described combination haunched member separately from described web dislocation.
11. the floor system that is used to support floor as claimed in claim 10, it is characterized in that, described combination haunched member (12) is formed with the embedding edge of a wing (50) and bolt (54) along their side, wherein remove the described embedding edge of a wing and bolt and the adjacent part of described tab (140), so that interconnect with described tab.
12. the floor system that is used to support floor as claimed in claim 10 is characterized in that, described edge member (14) is formed with the abut (144) that is used in conjunction with the sidepiece of described combination haunched member (12).
13. the floor system that is used to support floor as claimed in claim 10 is characterized in that, described edge member (14) includes upright edge wall (134).
14. the floor system that is used to support floor as claimed in claim 10 is characterized in that, described edge member (14) includes downward edge wall (136).
15. the floor system that is used to support floor as claimed in claim 10 is characterized in that, the described roof limb edge (132) of described edge member includes upright embedding ring (142).
16. the floor system that is used to support floor as claimed in claim 10 is characterized in that, described haunched member (12) and described edge member (14) are assembled into the precast plate of preparing to be transported to the building site.
17. the floor system that is used to support floor as claimed in claim 16, it is characterized in that, on the edge of a wing, described edge (42) of the described side of described web (22,102), be formed with and embed the edge of a wing (50), be embedded in the concrete slab allowing, and concrete slab is poured into a mould and is arranged to embed the described embedding edge of a wing (50) is arranged.
18. method of making combination steel haunched member, this combination steel haunched member is formed by two steel joists, each described steel joist all has web (22,102), side, along the edge of a wing (24,102,106) that at least one described side forms and the opening (28,146) that penetrates described web, described method is characterised in that and comprises the steps:
Form the identical and symmetrical described opening that separates (28,146) along described web at interval with certain space, the part of described web is displaced to a side of described opening and keeps two sidepieces and is connected with described web simultaneously;
By forming described sidepiece, be groove shape (38) to limit section along the crooked described sidepiece of desired shape or cross-section line (40) that is parallel to this web; And
Described two joists are arranged back-to-back their opening is in alignment with each other simultaneously.
19. the method for manufacturing combination steel haunched member as claimed in claim 18 is characterized in that, also comprises the steps:
Between described opening (28,146), form and be horizontally through the strut (44) that described web (22,102) extends; And
Each end of contiguous each strut forms opening in described web.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US11/020,242 | 2004-12-27 | ||
| US11/020,242 US20060150548A1 (en) | 2004-12-27 | 2004-12-27 | Floor system with stell joists having openings with edge reinforcements and method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1796698A true CN1796698A (en) | 2006-07-05 |
| CN100419184C CN100419184C (en) | 2008-09-17 |
Family
ID=36614429
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2005101314312A Expired - Fee Related CN100419184C (en) | 2004-12-27 | 2005-12-12 | Floor system with steel joists having openings with edge reinforcements and producing method |
Country Status (6)
| Country | Link |
|---|---|
| US (1) | US20060150548A1 (en) |
| CN (1) | CN100419184C (en) |
| CA (1) | CA2491194C (en) |
| EA (1) | EA011532B1 (en) |
| UA (1) | UA88668C2 (en) |
| WO (1) | WO2006069435A1 (en) |
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| CN102449246A (en) * | 2009-04-09 | 2012-05-09 | 贝蒂被动式建筑系统有限公司 | Building and method of constructing a building |
| CN102933776A (en) * | 2010-05-04 | 2013-02-13 | 普拉特弗姆斯股份有限公司 | Precast composite structure crossbeam, floor system and method for forming the floor system |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20090205285A1 (en) * | 2008-02-15 | 2009-08-20 | Lightweight Structures, Llc (A Wisconsin Limited Liability Company) | Composite floor systems and apparatus for supporting a concrete floor |
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Family Cites Families (28)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1682202A (en) * | 1928-08-28 | vaughn | ||
| US741066A (en) * | 1903-03-23 | 1903-10-13 | Timothy O'shea | Building construction. |
| US947514A (en) * | 1908-10-19 | 1910-01-25 | Frank W Stevens | Concrete floor construction. |
| US1235636A (en) * | 1914-10-22 | 1917-08-07 | Arthur G Bagnall | Floor construction. |
| US1994716A (en) * | 1932-05-12 | 1935-03-19 | Goodyear Zeppelin Corp | Girder |
| US2106084A (en) * | 1936-11-09 | 1938-01-18 | Reynolds Corp | Joist suspension |
| US2177277A (en) * | 1937-06-02 | 1939-10-24 | Pacific Portland Cement Compan | Metal stud |
| US2145407A (en) * | 1938-03-23 | 1939-01-31 | Soule Steel Company | Building construction |
| US2185475A (en) * | 1938-04-20 | 1940-01-02 | Rafter Machine Company | Stud and rafter |
| US3147570A (en) * | 1959-04-28 | 1964-09-08 | Richard O Shanton | Wall braces and method of using same |
| US3083794A (en) * | 1960-04-12 | 1963-04-02 | Penn Metal Company Inc | Joined sheet metal structures |
| DE2046459A1 (en) * | 1970-09-21 | 1972-04-13 | Haushalter, Dietmar, 5804 Herdecke | Beams for formwork, falsework and the like |
| US4793113A (en) * | 1986-09-18 | 1988-12-27 | Bodnar Ernest R | Wall system and metal stud therefor |
| US4909007A (en) * | 1987-03-19 | 1990-03-20 | Ernest R. Bodnar | Steel stud and precast panel |
| US4930278A (en) * | 1988-06-02 | 1990-06-05 | In-Ve-Nit International Inc. | Composite cementitious building panels |
| US5669197A (en) * | 1991-06-03 | 1997-09-23 | Bodnar; Ernest Robert | Sheet metal structural member |
| FI89961C (en) * | 1992-04-13 | 1993-12-10 | Rannila Steel Oy | Connecting disc intended for a connecting plate |
| CA2077429C (en) * | 1992-09-02 | 1999-03-30 | Ernest R. Bodnar | Roll formed metal member |
| US5964071A (en) * | 1997-02-14 | 1999-10-12 | Sato Katako Seisakusho Co., Ltd. | Frame material for wall |
| US6301854B1 (en) * | 1998-11-25 | 2001-10-16 | Dietrich Industries, Inc. | Floor joist and support system therefor |
| IT1303871B1 (en) * | 1998-11-25 | 2001-03-01 | Sistem Engineering S R L | STRUCTURE OF WALL AUCTIONS FOR RETICULAR BEAMS |
| US6170217B1 (en) * | 1999-02-05 | 2001-01-09 | Darrell G. Meyer | Bearing elements and methods relating to same |
| USD423325S (en) * | 1999-04-27 | 2000-04-25 | Steel Floors, Llc | Joist ledger with tab |
| WO2003008732A1 (en) * | 2001-07-18 | 2003-01-30 | Ernest Bodnar | Steel stud and composite construction panel |
| US20030014935A1 (en) * | 2001-07-18 | 2003-01-23 | Bodnar Ernest R. | Sheet metal stud and composite construction panel and method |
| US6715256B1 (en) * | 2002-03-29 | 2004-04-06 | Magnatrax Corporation | Sliding hold-down clip for standing seam metal roof |
| CA2404320C (en) * | 2002-09-30 | 2005-02-08 | Ernest R. Bodnar | Steel stud with openings and edge formations and method |
| CA2455071C (en) * | 2003-11-24 | 2011-11-15 | Michael Strickland | Segmented cold formed joist |
-
2004
- 2004-12-27 US US11/020,242 patent/US20060150548A1/en not_active Abandoned
- 2004-12-29 CA CA2491194A patent/CA2491194C/en active Active
-
2005
- 2005-12-12 CN CNB2005101314312A patent/CN100419184C/en not_active Expired - Fee Related
- 2005-12-14 WO PCT/CA2005/001898 patent/WO2006069435A1/en not_active Application Discontinuation
- 2005-12-14 UA UAA200708592A patent/UA88668C2/en unknown
- 2005-12-14 EA EA200701334A patent/EA011532B1/en not_active IP Right Cessation
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| CN111677321A (en) * | 2020-06-04 | 2020-09-18 | 江苏文博建筑设计有限公司 | Assembled building reinforced structure |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2006069435A1 (en) | 2006-07-06 |
| EA200701334A1 (en) | 2007-10-26 |
| CN100419184C (en) | 2008-09-17 |
| CA2491194A1 (en) | 2006-06-27 |
| UA88668C2 (en) | 2009-11-10 |
| CA2491194C (en) | 2011-04-05 |
| EA011532B1 (en) | 2009-04-28 |
| US20060150548A1 (en) | 2006-07-13 |
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