CN100449089C - Steel member installation method, and lip channel steel and metallic fixing member used for the same - Google Patents
Steel member installation method, and lip channel steel and metallic fixing member used for the same Download PDFInfo
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- CN100449089C CN100449089C CNB2004800340506A CN200480034050A CN100449089C CN 100449089 C CN100449089 C CN 100449089C CN B2004800340506 A CNB2004800340506 A CN B2004800340506A CN 200480034050 A CN200480034050 A CN 200480034050A CN 100449089 C CN100449089 C CN 100449089C
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- lip channel
- standing finish
- section steel
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 191
- 239000010959 steel Substances 0.000 title claims abstract description 191
- 238000000034 method Methods 0.000 title claims abstract description 26
- 238000009434 installation Methods 0.000 title abstract description 7
- 238000002347 injection Methods 0.000 claims description 9
- 239000007924 injection Substances 0.000 claims description 9
- 230000000149 penetrating effect Effects 0.000 abstract 1
- 230000015572 biosynthetic process Effects 0.000 description 2
- 239000012141 concentrate Substances 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0801—Separate fastening elements
- E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
-
- 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
- E04C3/06—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
- E04C3/07—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web at least partly of bent or otherwise deformed strip- or sheet-like material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0801—Separate fastening elements
- E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
- E04F13/081—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B37/00—Nuts or like thread-engaging members
- F16B37/04—Devices for fastening nuts to surfaces, e.g. sheets, plates
- F16B37/045—Devices for fastening nuts to surfaces, e.g. sheets, plates specially adapted for fastening in channels, e.g. sliding bolts, channel nuts
-
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
A steel member installation method with which a metallic fixing member is not likely to be positionally displaced relative to a lip channel steel even if a large external force is applied to the fixing member. A steel member installation method for attaching a lip channel steel (10) to an angle steel (50) by using a metallic fixing member (40), where sawteeth-like cutouts are provided in a lip end edge of the lip channel steel (10) and a bolt hole (53) is provided in the angle steel (50). The metallic fixing member (40) is constituted of an engagement section (41) for engaging the fixing member with the sawteeth-like cutouts and a bolt section (42) penetrating through the bolt hole (53). The engagement section (41) is engaged with the sawteeth-like cutouts of the lip channel steel (10), and the bolt section (42) is penetrated through the bolt hole in the angle steel (50) and tightened. Thus the lip channel steel (10) is attached to the angle steel (50).
Description
Technical field
The present invention relates to link securely the lip channel-section steel in the roof boarding that mainly is used in stull or purlin etc. and the steel mounting method of other steel.Relate to lip channel-section steel and standing finish in the mounting method that is used in these steel again.
Background technology
As the standing finish of existing steel roof boarding for building, in patent documentation 1, put down in writing a kind of standing finish, the plane materiel for building that is installed on the steel roof boarding for building is fixed; It is characterized in that, steel roof boarding for building is that to make with the contact surface of standing finish bearing surface be the stud type of annular knurl machined surface, furred ceiling muscle type or angular structure, standing finish is the T font bolt arrangement that is formed with on the bearing surface of the head that has bolt body with the machined surface in the continuous cross section of the chevron of aforementioned annular knurl machined surface engagement, shape ground disposes plane materiel for building continuously on aforementioned steel roof boarding for building, insert the bolt body of logical standing finish in the end of the plane materiel of this mutual butt, and the machined surface of engages fixed accessory on aforementioned contact surface, and the nut that spins in the threaded portion of bolt body, thereby plane materiel for building is installed on the steel roof boarding for building.With this, a kind of not only can omit line or perforate operation just can be provided, can also carry out tough installation at low cost, can carry out the standing finish of easy steel roof boarding for building of the interim arrangement of bolt etc.
Patent documentation 1: the spy opens (effect of claims, invention, Fig. 2, Fig. 7) flat 06-299675 number
The standing finish of patent documentation 1, with the standing finish of standing finish or steel roof boarding for building being implemented annular knurl processing relatively, the steel that linked lip channel-section steel etc. securely, but if standing finish is applied bigger external force, the standing finish that then is engaged on the annular knurl machined surface of steel roof boarding for building comes off easily, thereby has this standing finish to produce the drawback of position deviation with respect to steel roof boarding for building.Especially, under the situation of configuration steel roof boarding for building on the vertical direction, the strength of connection instability of steel.Again, even will under the state that standing finish is temporarily fixed on plane materiel for building or the steel roof boarding for building, carry out operation, the drawback that also has temporary fixed standing finish in operation, to move easily.
In the method that increases the groove that utilizes annular knurl processing and form or concavo-convex size in order to address the above problem, it is big that the thickness of slab that steel roof boarding for building is required or the size of standing finish become, thus the risk that has the weight of the steel of use to increase.Again, in this case, need make the concavo-convex spacing, consistent accurately of the machined surface in the continuous cross section that is formed at the chevron on the standing finish, thereby may cause the processing cost of steel roof boarding for building or standing finish to increase with the concavo-convex spacing of annular knurl machined surface on being formed at steel roof boarding for building.
Summary of the invention
The present invention makes in order to address the above problem just, standing finish is being applied under the situation of bigger external force even provide a kind of, can prevent that also this standing finish from producing the mounting method of the steel of position deviation with respect to the lip channel-section steel.Even provide a kind of under temporary fixed state, also can prevent the mounting method of the steel that standing finish moves with respect to the lip channel-section steel again.And then, lip channel-section steel and standing finish in a kind of mounting method that goes for these steel are provided.
The problems referred to above solve by the mounting method that a kind of steel are provided, and the mounting method of described steel uses standing finish that the lip channel-section steel is installed on other steel; The lip channel-section steel is provided with zigzag incision at the lip ora terminalis, aforementioned other steel have bolt hole, standing finish comprises and is used for being hooked in the hook portion on the aforementioned zigzag incision and is used for the bolt part of injection in aforementioned bolt hole, aforementioned hook portion is hooked on the aforementioned zigzag incision of lip channel-section steel, and fastening with carrying out in the aforementioned bolt hole of aforementioned bolt part injection.With this,, can prevent that also this standing finish is with respect to the changing of the relative positions of lip channel-section steel even standing finish is being applied under the situation of bigger external force.As aforementioned other steel that the lip channel-section steel is installed, the joint of illustration angle steel etc. is with the bar-shaped steel of steel or channel-section steel or H shape steel etc. or the planar steel that use as wall material etc.
At this moment, preferably nut thread is incorporated on the aforementioned bolt part, with lip and other steel of nut clamping.With this, just can improve the strength of connection of lip channel-section steel and angle steel.Again, at this moment, preferably under the state of loose nut standing finish is being temporarily fixed on aforementioned other steel, and the lip channel-section steel is disposed at after the desirable position, clamp nut carries out formally fixing.With this, the operation in just can further improving at the scene.
Again, also by providing a kind of lip channel-section steel to solve, described lip channel-section steel uses standing finish to be installed on other steel to the problems referred to above; Lip comprises the base portion that extends internally from the upper end of two lateral walls of lip channel-section steel and the procheilon portion of extending towards the bottom of lip channel-section steel from the front end of this clypeus portion, and the zigzag incision that is used for the hook standing finish is arranged at procheilon portion.This lip channel-section steel is suitable for as the lip channel-section steel that is used for the mounting method of above-mentioned steel.
At this moment, each otch that constitutes aforementioned zigzag incision can triangle, but preferably roughly trapezoidal.This be because, if each otch is a triangle, then the pressing force that is subjected to from standing finish concentrates on the summit periphery of otch, thereby lip channel-section steel or standing finish may be damaged, be trapezoidal but, just can disperse to put on pressing force on the lip channel-section steel from standing finish by making each otch.Also can make the bight of otch have circular arc.
At this moment, again, each otch that preferably constitutes aforementioned zigzag incision is set to 5～50mm at interval.If this is at interval less than 5mm, then the size of each otch is little, thereby standing finish is being applied under the situation of bigger external force, worries that this standing finish produces position deviation with respect to the lip channel-section steel.This is at interval preferably more than the 10mm, and then is more preferably more than the 15mm.On the other hand, if this is bigger than 50mm at interval, then may not carry out the location of standing finish in down scale ground with respect to the lip channel-section steel.This is more preferably below the 40mm at interval, and then preferably below the 30mm.Be optimum below the 25mm.
And then the problems referred to above solve by a kind of standing finish is provided, and described standing finish is used for the lip channel-section steel is installed on other steel; Comprise roughly bar-shaped hook portion and be vertically installed in the supercentral bolt part of this hook portion that the part that is connected at least in the procheilon portion that the bolt part of aforementioned hook portion vertically is provided with in the side forms wedge-like.This standing finish is suitable for as the standing finish that is used for the mounting method of above-mentioned steel.
According to the present invention, standing finish is being applied under the situation of bigger external force even just can provide a kind of, this standing finish also can not produce the mounting method of the steel of position deviation with respect to the lip channel-section steel.Even can provide a kind of under temporary fixed state, also can prevent the mounting method of the steel that standing finish moves with respect to the lip channel-section steel again.And then, lip channel-section steel and standing finish in a kind of mounting method that is applicable to these steel can be provided.
Description of drawings
Fig. 1 is the stereogram of lip channel-section steel.
Fig. 2 is the lateral view that obtains from the lip channel-section steel of vertically seeing Fig. 1.
Fig. 3 is the A-A sectional view of the lip channel-section steel of Fig. 2.
Fig. 4 is the stereogram of the standing finish of expression the 1st embodiment.
Fig. 5 is the elevation of the standing finish of expression the 1st embodiment.
Fig. 6 is the vertical view of the standing finish of expression the 1st embodiment.
Fig. 7 is the right side view of the standing finish of expression the 1st embodiment.
Fig. 8 is the upward view of the standing finish of expression the 1st embodiment.
Fig. 9 is the stereogram of the standing finish of expression the 2nd embodiment.
Figure 10 is the elevation of the standing finish of expression the 2nd embodiment.
Figure 11 is the vertical view of the standing finish of expression the 2nd embodiment.
Figure 12 is the right side view of the standing finish of expression the 2nd embodiment.
Figure 13 is the upward view of the standing finish of expression the 2nd embodiment.
Figure 14 is the figure that the inside that is illustrated in the groove of lip channel-section steel rotates this state of standing finish of the 2nd embodiment.
Figure 15 is the stereogram of the standing finish of expression the 3rd embodiment.
Figure 16 is the elevation of the standing finish of expression the 3rd embodiment.
Figure 17 is the vertical view of the standing finish of expression the 3rd embodiment.
Figure 18 is the right side view of the standing finish of expression the 3rd embodiment.
Figure 19 is the upward view of the standing finish of expression the 3rd embodiment.
Figure 20 is the stereogram of expression with the state before bolt part 42 injection are in bolt hole 53.
Figure 21 is that expression uses standing finish lip channel-section steel 10 to be installed on the stereogram of this state on the angle steel 50.
Figure 22 uses the mounting method of steel of the present invention that lip channel-section steel 10 is installed on this state on the pillar 70 and the lateral view that obtains from vertically seeing of lip channel-section steel 10.
Figure 23 is the C-C sectional view among Figure 22.
Symbol description
10 lip channel-section steels
11 lateral walls
The upper end of 12 lateral walls
13 bottoms
20 lips
21 clypeus portions
The front end of 22 clypeus portions
23 procheilon portions
The front end of 24 procheilon portions
30 zigzag incisions
31～33 limits
The 34 adjacent formed bights of otch
40 standing finishes
41 hook portions
42 bolt part
43～45 surfaces
46 lip abutting parts
50 angle steel
51,52 plate-like portions
53 bolts hole
60 nuts
61 pads
70 pillars
The specific embodiment
Below, use accompanying drawing to specifically describe preferred implementation of the present invention, but embodiments of the present invention are not limited thereto.
At first, lip channel-section steel in the mounting method that goes for steel of the present invention is described.Fig. 1 is the stereogram of lip channel-section steel 10.Fig. 2 is the lateral view that obtains from the lip channel-section steel of vertically seeing Fig. 1.Fig. 3 is the A-A sectional view of the lip channel-section steel 10 of Fig. 2.
The lip 20 of lip channel-section steel 10, as shown in Figure 2, the procheilon portion 23 that comprises the clypeus portion 21 that extends internally from the upper end 12 of two lateral walls 11 of lip channel-section steel 10, extends towards the bottom 13 of lip channel-section steel 10 with front end 22 from clypeus portion 21.Front end 24 in procheilon portion 23 is provided with the zigzag incision 30 that is used for hook aftermentioned standing finish.In the present embodiment, lateral wall 11 is all vertical with procheilon portion 23 with clypeus portion 21 and clypeus portion 21.
In the present embodiment, constitute the interval L of each otch of zigzag incision 30
1(Fig. 3) be 20mm.Constitute the interval L of each otch of zigzag incision 30
1Usually consistent with the location scale of standing finish.Thereby the lip channel-section steel 10 of present embodiment can position the aftermentioned standing finish with the scale of 20mm.Also can between each otch, certain clearance be set, but, be preferably adjacent otch and link to each other continuously as described in the present embodiment.Also might because of operating type can not visual zigzag incision 30, even but under these circumstances, also with hand the hook portion of aftermentioned standing finish is hooked in arbitrarily on the otch easily.Ground forms if the adjacent formed bight 34 of otch has circularity, then can make lip channel-section steel 10 safer, so be preferred.
Again, each otch of formation zigzag incision 30 is trapezoidal.At this moment, the formed trapezoidal 1 parallel opposite side of each otch and the parallel longitudinal of lip channel-section steel 10, the limit 31 than a short side in the 1 parallel opposite side is disposed at upside (approaching a side of clypeus portion 21).Zigzag incision 30 is if use cutter or drift then can easily form.
The angle θ (Fig. 3) that formed trapezoidal uneven 1 opposite side 32,33 of each otch is become is 10～120 degree preferably.If angle θ then may be difficult to the aftermentioned standing finish is hooked on the lip channel-section steel 10 less than 10 degree.If angle θ be more than 30 degree then more preferably, if then further preferred more than 50 degree.On the other hand, if angle θ is bigger than 120 degree, then the aftermentioned standing finish may come off from lip channel-section steel 10 easily.If angle θ is that 90 degree are with more preferably next, if 70 degree are with next further preferred.In the present embodiment, angle θ is 60 degree.With regard to the θ of angle, zigzag incision 30 be under the leg-of-mutton situation too.
Again, the length L on a short side's limit 31 in the formed trapezoidal 1 parallel opposite side of each otch
2(Fig. 3) 1～20mm preferably.If length L
2Less than 1mm, then the pressing force that applies from the aftermentioned standing finish concentrates on the periphery on limit 31, thereby the damaged easily drawback of lip channel-section steel 10 or standing finish is arranged.If length L
2Be more than the 2mm then more preferably, if then further preferred more than the 2.5mm.On the other hand, if length L
2Bigger than 20mm, as then to have the size of each otch to become excessive drawback.If length L
2Be that 10mm is with more preferably next, if 5mm is with next further preferred.In the present embodiment, length L
2Be 3mm.
And then the formed trapezoidal height H of each otch (Fig. 3) is 5～30mm preferably.If height H is less than 5mm, the drawback that then has the aftermentioned standing finish to come off from lip channel-section steel 10 easily.If height H be more than the 8mm then more preferably, if then further preferred more than the 10mm.On the other hand, if height H is bigger than 30mm, then have to be difficult to the aftermentioned standing finish is hooked in drawback on the lip channel-section steel 10.If height H is that 25mm is with more preferably next, if 20mm is with next further preferred.In the present embodiment, height H is 15mm approximately.With regard to height H, zigzag incision 30 be under the leg-of-mutton situation too.
Then, standing finish in the mounting method that is applicable to steel of the present invention is described.The 1st embodiment of standing finish 40 at first, is described.Fig. 4 is the stereogram of the standing finish 40 of expression the 1st embodiment.Fig. 5 is the elevation of the standing finish 40 of expression the 1st embodiment.Fig. 6 is the vertical view of the standing finish 40 of expression the 1st embodiment.Fig. 7 is the right side view of the standing finish 40 of expression the 1st embodiment.Fig. 8 is the upward view of the standing finish 40 of expression the 1st embodiment.
The standing finish 40 of the 1st embodiment, shown in Fig. 4～8, comprise face roughly bar-shaped hook portion 41, be vertically installed in the supercentral bolt part 42 of hook portion 41, hook portion 41 is if see that a side that is vertically installed with bolt part 42 then forms wedge-like from the side.In the standing finish 40 of present embodiment,, and hook portion 41 is formed wedge-like by formation surface 43～45 in hook portion 41.Shape with vertically vertical cross section hook portion 41 is the shape on the zigzag incision 30 that can be hooked on the lip 20 of the lip channel-section steel 10 that is formed on shown in Fig. 1～3.The horizontal width on surface 45 is with the length L on limit 31
2(Fig. 3) identical, perhaps than length L
2Short a little, surface 43 and 44 angles that constituted, surface, the angle θ (Fig. 3) that is become with 1 opposite side 32,33 is identical, perhaps a little little than angle θ.Therefore, be connected to by surface 43 on the limit 32 of zigzag incision 30, surface 44 is connected on the limit 33, surface 45 is connected on the limit 31, just hook portion 41 can be hooked on the zigzag incision 30 hook portion 41.
At this moment, the cornerwise length L on the bottom surface of hook portion 41
3(Fig. 8), preferably (interval of lateral wall 11 is equivalent to the L of Figure 14 with the width of the groove that is formed with the lip channel-section steel
5) identical, perhaps short a little than the width of this groove.With this, just can be in the inside of the groove of lip channel-section steel 10 rotation hook portion 41, thus standing finish 40 can be installed on the lip channel-section steel 10 easily.Again, also consider if be hooked on the lip channel-section steel 10 standing finish 40 and the fastening screw spigot, then the central authorities of hook portion 41 are stretched by bolt part 42, thereby hook portion 41 bendings, even but under these circumstances, the bolt part that also can form hook portion 41 vertically is provided with side and uprises (among Fig. 5,1 pair of surface 45 becomes V font or U font) from central authorities towards end face, makes the end face of procheilon portion 23 of lip channel-section steel to contact with 43～45 on the surface of hook portion 41.
The 2nd embodiment of standing finish 40 then, is described.Fig. 9 is the stereogram of the standing finish 40 of expression the 2nd embodiment.Figure 10 is the elevation of the standing finish 40 of expression the 2nd embodiment.Figure 11 is the vertical view of the standing finish 40 of expression the 2nd embodiment.Figure 12 is the right side view of the standing finish 40 of expression the 2nd embodiment.Figure 13 is the upward view of the standing finish 40 of expression the 2nd embodiment.Figure 14 is the figure that the inside that is illustrated in the groove of lip channel-section steel 10 rotates standing finish 40 these states of the 2nd embodiment.In Figure 14, for the convenience that illustrates, lip channel-section steel 10 cuts off the ground expression with the B-B section of Fig. 2.
The standing finish 40 of the 2nd embodiment, as shown in figure 13, an end (right flank) of hook portion 41 forms with plane α and with the continuous curved surface β of plane α, and the other end (left surface) forms with plane α ' and with the continuous curved surface β ' of plane α '.Again, plane α and plane α ' dispose abreast, and it is axis of rotation and 180 degree rotation symmetries that an end of hook portion 41 and the other end are configured to bolt part 42.And then it is the face of cylinder of axis of rotation (by axle mid point, with paper vertical of the some Q among binding Figure 13 with the line segment QQ ' of Q ') that curved surface β becomes with bolt part 42 with curved surface β '.Promptly, point of contact P and the line of putting Q and point of contact P ' become straight line respectively with the line of putting Q ', and point of contact Q becomes circular-arc (put P, some P ', some Q, put Q ', some R, put the bottom surface that R ' is present in hook portion 41) respectively with the line of some R and the line of point of contact Q ' and some R '.
At this moment, the diameter L on the curved surface β and the formed face of cylinder of curved surface β '
4(Figure 13), with the width L of the groove of lip channel-section steel 10
5Unanimity is perhaps than the width L of groove
5Short a little, angle PQQ ' (Figure 13) becomes 90 and spends (perhaps more than 90 degree).This hook portion 41 as shown in figure 14, can rotate to the position until dotted line on the direction of arrow.Therefore, standing finish 40 is installed on the lip channel-section steel 10 easily.Again, see that Figure 14 can know, if hook portion 41 rotates to the position until dotted line, then plane α ' is connected on the lateral wall 11 with plane α '.Therefore, can push up hook portion 41 between the lateral wall 11 of lip channel-section steel 10, thereby standing finish 40 is being bearing on the lip channel-section steel 10 more firmly.Curved surface β and curved surface β ' can not be the faces of cylinder also then if more pass through inboard face than the aforementioned face of cylinder.
The 3rd embodiment of standing finish 40 then, is described.Figure 15 is the stereogram of the standing finish 40 of expression the 3rd embodiment.Figure 16 is the elevation of the standing finish 40 of expression the 3rd embodiment.Figure 17 is the vertical view of the standing finish 40 of expression the 3rd embodiment.Figure 18 is the right side view of the standing finish 40 of expression the 3rd embodiment.Figure 19 is the upward view of the standing finish 40 of expression the 3rd embodiment.
The standing finish 40 of the 3rd embodiment shown in Figure 15～19, is provided with lip abutting part 46 near the base portion of bolt part 42.Lip abutting part 46 has the plane γ parallel with plane α.Again, the distance L of the surface gamma on the surface gamma in left side and right side
6(Figure 16), with the width L in the gap of the procheilon portion 23 on the procheilon portion 23 in left side and right side
7(Fig. 2) identical, perhaps than L
7Short a little.Therefore, when being hooked in hook portion 41 on the zigzag incision 30, plane γ can be connected on the lateral wall of procheilon portion 23, thereby can utilize lip channel-section steel 10 to support standing finish 40 more firmly.
The mounting method of steel of the present invention then, is described.Figure 20 is the stereogram of expression with the state before bolt part 42 injection are in bolt hole 53.Figure 21 is that expression uses standing finish lip channel-section steel 10 to be installed on the stereogram of this state on the angle steel 50.Figure 22 uses the mounting method of steel of the present invention that lip channel-section steel 10 is installed on this state on the pillar 70 and the lateral view that obtains from vertically seeing of lip channel-section steel 10.Figure 23 is the C-C sectional view among Figure 22.
At first, as shown in figure 20, after the hook portion 41 with standing finish 40 puts in the groove of lip channel-section steel 10, from the peristome of aforementioned grooves bolt part 42 be projected into the outside and on one side hook portion 41 be hooked in zigzag incision 30 on one side.In the present embodiment, use 2 standing finishes 40.Then, will be projected into bolt part 42 injection in the outside from the peristome of aforementioned grooves to the bolt hole 53 that is arranged on the angle steel 50.This order also can be opposite, also installs and fixes accessory 40 under the state of angle steel 50 being close on the lip channel-section steel 10 sometimes.
Being linked to angle steel 50 on the lip channel-section steel 10 uses bolts hole 53 to be arranged at angle steel on 2 positions of plate-like portion 51.With this, not only angle steel 50 can be linked on the lip channel-section steel 10 more firmly, also can stride through many continuous in the vertical lip channel-section steel 10 ground angle steel 50 is installed.If size that the size of bolt hole 53 or shape bolt part 42 can injection or shape then do not limit especially, but in the present embodiment, consider the installation easness of standing finish 40 etc., making the gap that can guarantee with bolt part 42 is about minimum 0.5～3mm.Again, bolt hole 53, as shown in figure 20, doing becomes elongated shape (width 12mm, length 32mm), can adjust the installation site of angle steel 50 continuously.On angle steel 50, on plate-like portion 52, link other bar-shaped steel such as channel-section steel or H steel usually closely, the bolt hole that is used to link other bar-shaped steel such as channel-section steel or H steel also can be arranged on plate-like portion 52.
Then, as shown in figure 21,, come with lip and nut cleat angle 50 by screw thread bonding pad on bolt part 42 61 and nut 60 and fastening.At this moment, the hook portion of standing finish 40 is engaging-in more deeply in zigzag incision 30, even thereby standing finish 40 or angle steel 50 are being applied under the situation of bigger external force, standing finish 40 or angle steel 50 also are difficult to produce position deviation with respect to lip channel-section steel 10.
Again, as shown in figure 22, lip channel-section steel 10 is being installed under the situation such on the pillar 70 that is disposing on the vertical direction, if under the state of loose nut 60 standing finish 40 is being temporarily fixed on the angle steel 50, and lip channel-section steel 10 is disposed at after the position of hope, clamp nut 60 carries out formally fixing, then lip channel-section steel 10 can be installed on the pillar 70 simply, so be preferred.
At first, the plate-like portion 52 with angle steel 50 is fixed in (the 1st operation) on the pillar 70.At this moment, pillar 70 needn't dispose on vertical direction in advance, makes operation easily as long as place on platform or the ground etc.Again, angle steel 50 is fixing with pillar 70, in the present embodiment, carries out with welding, but also can use bolt etc. to fix.Then, with in the bolt hole of bolt part 42 injection on the plate-like portion 51 that is arranged on angle steel 50 of standing finish (the 2nd operation).Then, nut 60 and pad 61 screw threads are attached to position (the 3rd operation (the temporary fixed operation of standing finish and angle steel)) until the dotted line of Figure 22.And then, rotation hook portion 41 make its with the parallel longitudinal of lip channel-section steel 10 (from the state of Figure 22, with bolt part 42 be axis of rotation 90 spend rotate towards) (the 4th operation).
Then, lip channel-section steel 10 is covered in (the 5th operation) in the hook portion 41.And then then, bolt part 42 is pressed into the bottom side (upside of Figure 22) of lip channel-section steel 10, swivel bolt portion 42 makes itself and vertical vertical (Figure 22 towards) of lip channel-section steel 10, thereby hook portion 41 is hooked on the zigzag incision of procheilon portion 23 (the 6th operation (lip channel-section steel 10 is temporary fixed with standing finish)).At this moment, also can be from the dotted line position of Figure 22 clamp nut 60 a little.Under the situation at other position that also pillar 70 is installed on lip channel-section steel 10, should partly carry out the 1st～the 6th operation similarly.
Then, under the state of temporary fixed lip channel-section steel 10, pillar 70 is erected in the place (the 7th operation) of hope.At this moment, because hook portion 41 becomes the state that is hooked in to a certain degree on the zigzag incision 30 that is arranged in the procheilon portion 23, so only otherwise standing finish etc. is applied sizable impact, the position of standing finish just can not departed from.Adjust at needs under the situation of installation site of standing finish, under the state that bolt part 42 is pressed into bottom side (upside of Figure 22) in the lip channel-section steel, the position of departing from lip channel-section steel 10, the otch (the 8th operation) of change hook hook portion 41.At last, nut 60 screw threads are attached to until the position of the solid line of Figure 22 and fastening (the 9th operation (just fixedly operation)).
The order of above-mentioned the 1st operation～the 9th operation is not limited thereto, can be corresponding to suitably changes such as operating types.For example, also can be after the 7th operation with the 5th operation and the 6th process configurations.
Claims (7)
1. the mounting method of steel, use standing finish that the lip channel-section steel is installed on other steel, it is characterized in that, the lip channel-section steel is provided with zigzag incision at the lip ora terminalis, aforementioned other steel have bolt hole, standing finish comprises the hook portion that is used for being hooked on the aforementioned zigzag incision and is used for the bolt part of the aforementioned bolt hole of injection, aforementioned hook portion is hooked on the aforementioned zigzag incision of lip channel-section steel, and fastening with carrying out in the aforementioned bolt hole of aforementioned bolt part injection.
2. the mounting method of steel as claimed in claim 1 is characterized in that, by nut thread being incorporated into aforementioned bolt part, comes other steel of clamping with lip and nut.
3. the mounting method of steel as claimed in claim 2 is characterized in that, under the state of loose nut standing finish is being temporarily fixed on aforementioned other steel, and the lip channel-section steel is disposed at after the desirable position, and clamp nut carries out formally fixing.
4. lip channel-section steel, use standing finish to be installed on other steel, it is characterized in that, lip comprises the clypeus portion that extends internally from the upper end of two lateral walls of lip channel-section steel and the procheilon portion of extending towards the bottom of lip channel-section steel from the front end of this clypeus portion, and the zigzag incision that is used for the hook standing finish is arranged at procheilon portion.
5. lip channel-section steel as claimed in claim 4 is characterized in that, each otch that constitutes aforementioned zigzag incision is trapezoidal.
6. as claim 4 or 5 described lip channel-section steels, it is characterized in that each otch that constitutes aforementioned zigzag incision is set to 5～50mm at interval.
7. standing finish, be used for the lip channel-section steel is installed on other steel, it is characterized in that, comprise bar-shaped hook portion and be vertically installed in the supercentral bolt part of this hook portion that the part that is connected at least in the procheilon portion that the bolt part of aforementioned hook portion vertically is provided with in the side forms wedge-like.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2003388529 | 2003-11-18 | ||
| JP388529/2003 | 2003-11-18 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1882753A CN1882753A (en) | 2006-12-20 |
| CN100449089C true CN100449089C (en) | 2009-01-07 |
Family
ID=34616196
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2004800340506A Expired - Fee Related CN100449089C (en) | 2003-11-18 | 2004-11-16 | Steel member installation method, and lip channel steel and metallic fixing member used for the same |
Country Status (4)
| Country | Link |
|---|---|
| JP (1) | JP4657926B2 (en) |
| KR (1) | KR100731529B1 (en) |
| CN (1) | CN100449089C (en) |
| WO (1) | WO2005049936A1 (en) |
Families Citing this family (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100852218B1 (en) * | 2007-08-22 | 2008-08-13 | 백종균 | Outer-wall construction apparatus for building |
| CN102892960B (en) * | 2010-05-19 | 2015-11-25 | 杰·凡瓦尔拉芬控股公司 | Profile member |
| KR101137960B1 (en) * | 2011-01-06 | 2012-04-26 | 주식회사 공도 | Truss assembly |
| KR101336668B1 (en) * | 2011-06-08 | 2013-12-06 | 주식회사 공도 | truss assembly |
| KR101275028B1 (en) | 2011-08-09 | 2013-06-18 | 현대로템 주식회사 | A Railway car parts fixation member |
| CN104563334B (en) * | 2014-12-19 | 2017-03-15 | 徐州飞虹网架建设有限公司 | Wallboard connecting component is embedded in a kind of assembling type steel structure system |
| JP6230555B2 (en) * | 2015-02-06 | 2017-11-15 | 株式会社ベルテック | Other fixtures |
| KR101603905B1 (en) * | 2015-08-10 | 2016-03-16 | 썬파크 주식회사 | Supporting device for construction member |
| CN105134734A (en) * | 2015-09-28 | 2015-12-09 | 眉山南车紧固件科技有限公司 | Compaction groove screw for Halfen channel, support structure and mounting method |
| CN105387041A (en) * | 2015-12-15 | 2016-03-09 | 河南奥斯派克科技有限公司 | Connection structure for high-strength concave-convex groove square tubes or round tubes |
| CN107237927A (en) * | 2017-07-26 | 2017-10-10 | 湖北省城建设计院股份有限公司 | The cable bearer of tilt adjustable section |
| KR101974551B1 (en) * | 2018-04-06 | 2019-05-02 | 한화시스템 주식회사 | Connecting apparatus and method of identification friend or foe |
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| FR2362259A1 (en) * | 1976-08-18 | 1978-03-17 | Beachley Machinery | Bend resistant stemmed steel concreting form girder - has longitudinally spaced aperture edges shaped into lips |
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| JPH06299675A (en) * | 1993-04-16 | 1994-10-25 | Nippon Metal Ind Co Ltd | Steel-made bed material for architecture and its metal fixture |
| WO1996023939A1 (en) * | 1995-02-02 | 1996-08-08 | The Broken Hill Proprietary Company Limited | Improved c-section structural member |
| WO2001086088A1 (en) * | 2000-05-09 | 2001-11-15 | AL KARIM CONTRACTING (Australia) PTY LTD | A method of forming a web for a structural member |
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| JPS5424191Y2 (en) * | 1974-01-17 | 1979-08-16 | ||
| US4370838A (en) * | 1980-08-14 | 1983-02-01 | The Columbus Show Case Company | Curtain wall |
| JPS604109U (en) * | 1983-06-22 | 1985-01-12 | 積水ハウス株式会社 | Lower end mounting structure of hollow external wall panel |
| JP2700877B2 (en) * | 1995-10-03 | 1998-01-21 | 新治 西片 | Vending machine fixing device |
| KR20020096811A (en) * | 2001-06-21 | 2002-12-31 | 카쓰야 히라오카 | A structure of fixing a panel |
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2004
- 2004-11-16 JP JP2005515608A patent/JP4657926B2/en active Active
- 2004-11-16 KR KR20067010586A patent/KR100731529B1/en not_active IP Right Cessation
- 2004-11-16 CN CNB2004800340506A patent/CN100449089C/en not_active Expired - Fee Related
- 2004-11-16 WO PCT/JP2004/017005 patent/WO2005049936A1/en active IP Right Grant
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2362259A1 (en) * | 1976-08-18 | 1978-03-17 | Beachley Machinery | Bend resistant stemmed steel concreting form girder - has longitudinally spaced aperture edges shaped into lips |
| CN2148241Y (en) * | 1993-01-20 | 1993-12-01 | 张立奇 | Improved light U-steel |
| JPH06299675A (en) * | 1993-04-16 | 1994-10-25 | Nippon Metal Ind Co Ltd | Steel-made bed material for architecture and its metal fixture |
| WO1996023939A1 (en) * | 1995-02-02 | 1996-08-08 | The Broken Hill Proprietary Company Limited | Improved c-section structural member |
| WO2001086088A1 (en) * | 2000-05-09 | 2001-11-15 | AL KARIM CONTRACTING (Australia) PTY LTD | A method of forming a web for a structural member |
| EP1172500A1 (en) * | 2000-07-14 | 2002-01-16 | Eiregramco Limited | A cladding system |
Also Published As
| Publication number | Publication date |
|---|---|
| KR20060101506A (en) | 2006-09-25 |
| JP4657926B2 (en) | 2011-03-23 |
| WO2005049936A1 (en) | 2005-06-02 |
| CN1882753A (en) | 2006-12-20 |
| JPWO2005049936A1 (en) | 2007-06-07 |
| KR100731529B1 (en) | 2007-06-25 |
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