CN207195989U - A kind of shearing resistance segmental timbering - Google Patents
A kind of shearing resistance segmental timbering Download PDFInfo
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- CN207195989U CN207195989U CN201721021871.7U CN201721021871U CN207195989U CN 207195989 U CN207195989 U CN 207195989U CN 201721021871 U CN201721021871 U CN 201721021871U CN 207195989 U CN207195989 U CN 207195989U
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Abstract
The utility model discloses a kind of shearing resistance segmental timbering, include vertical channel-section steel (1) and transverse channel steels (2), vertical channel-section steel (1) and transverse channel steels (2) latch (3) by channel-section steel and bolt (12) is fixedly connected using the first connector (4), vertical channel-section steel (1) and transverse channel steels (2) also utilize the second connector (6) fitted bolt (12), nut (10) etc. to be in reinforcement connection by flat key shape hole (5).The structure of traditional segmental timbering is not sufficiently stable, and seismic behavior is not high.The utility model using the first connector (4) and the second connector (6) by being fixedly connected simultaneously, so as to improve the reliability of segmental timbering, steadiness, security.
Description
Technical field
It the utility model is related to a kind of supporting structure, more particularly to a kind of shearing resistance segmental timbering.
Background technology
The connected mode that segmental timbering mainly uses is descended at this stage：Channel-section steel connecting portion directly using two-dimentional connector,
Bolt, channel-section steel snap fit use, and are latched using channel-section steel and are fixed with spline steel mechanical snap, frictional force, have still continued to use light
The structure of type support, but following defect be present in such a structure：1. in Impact Load lower carriage tie point anti-shearing force not
Foot, lack security；2. dynamics is excessive when twisting bolt, channel-section steel is deformed, and support entirety mechanical property fails to be fully used
And performance, experiment show, support tie point shearing resistance force intensity is unable to reach expection well below the intensity of support channel-section steel after assembling
Action effect, there is accident caused by such reason in Practical Project.3. on channel-section steel vertical direction for alleviate crosspiece to
Lower slider, need to reserve the surplus of certain length, and the use of channel-section steel has certain waste.
Above reason can all cause electromechanical equipment and pipeline to varying degrees from impulsive force caused by gravity, earthquake
In the presence of can not effectively, the fixation of safety on rational locus and insufficient utilization of material be present between floors
And waste.Under serious conditions, the failure of bearing attachment position, pipeline or equipment come off, and influence each specialized function in building
Normal work, or even the pedestrian under equipment or pipeline and equipment are injured, cause serious security incident and economic loss.
Utility model content
In order to solve the above-mentioned technical problem the purpose of this utility model is, there is provided a kind of shearing resistance segmental timbering, it
It is fixedly connected simultaneously using the first connection and the second connector, eliminates the weak link of support tie point, it is whole improves support
Body stress performance, security, steadiness, the reliability of connecting portion are ensured by both connected modes.
To achieve these goals, the technical solution adopted in the utility model is：
A kind of shearing resistance segmental timbering, it is characterised in that include vertical channel-section steel, transverse channel steels, both opening surfaces are
Crimping is described with being equipped with and can be latched along the longitudinal cross-section that notch slides in the channel-section steel of " work " font on tooth and both notch
Channel-section steel lock includes tapered end, elastic joint part, is provided with internal thread in the middle part of the tapered end, the elastic joint part uses elastic material
Material is made, and the first connector, bolt are connected with the channel-section steel snap fit so that the vertical channel-section steel, transverse channel steels are L-shaped
Connect and slot direction inwardly, be equipped with the bottom wall with the transverse channel steels, relative with the notch of the vertical channel-section steel flat
Key-shaped hole, vertical channel-section steel, the transverse channel steels are also in reinforcement connection by the second connector and the cooperation in the flat key shape hole.
Further, the second connector is approximately L-type, and second connector, which includes, is fixed on erecting on vertical channel-section steel
Xiang Zheliang and the horizontal folding beam being fixed in transverse channel steels, and both length is identical, in laterally folding beam and vertical folding Liang Shangshe
Screw rod is put, screw rod is fixedly connected through the flat key shape hole attaching nut.
Further, to be approximately L-type, second connector includes being fixed on perpendicular on vertical channel-section steel the second connector
Xiang Zheliang and the horizontal folding beam being fixed in transverse channel steels, and both length is identical, in laterally folding beam and vertical folding Liang Shangshe
Hole is put, bolt coordinates the nut to be fixedly connected through the hole and the flat key shape hole.
Further, the reinforcing plate of triangle is provided with the knuckle of second connector.
Further, tilt prop is provided with the knuckle of second connector to support the vertical folding beam and laterally roll over
Beam；
Further, second connector be approximately it is trapezoidal and include be fixed on vertical channel-section steel vertical folding beam,
The reinforcement folding beam of both horizontal folding beam and connections being fixed in transverse channel steels, spiral shell is set on vertically folding beam and horizontal folding beam
Bar, screw rod coordinate the nut to be fixedly connected through the flat key shape hole.
Further, the second connector is approximately trapezoidal and includes the vertical folding beam being fixed on vertical channel-section steel, fixation
Beam is rolled in the horizontal folding beam in transverse channel steels and the reinforcement of both connections, is provided with hole on vertically folding beam and horizontal folding beam, profit
The nut is coordinated to complete to be fixedly connected with the flat key shape hole through hole with the bolt.
Further, the second connector is to be approximately L-type and include the vertical folding Liang Hegu being fixed on vertical channel-section steel
Due to the horizontal folding beam in transverse channel steels, the length of the vertical folding beam is more than the length for laterally rolling over beam, in vertically folding beam
Upper setting at least one screw rod, screw rod laterally is being set on folding beam, company is fixed through the flat key shape hole attaching nut in screw rod
Connect.
Further, the second connector is to be approximately L-type and include the vertical folding Liang Hegu being fixed on vertical channel-section steel
Due to the horizontal folding beam in transverse channel steels, the length of the vertical folding beam is more than the length for laterally rolling over beam, in vertically folding beam
Upper providing holes, screw rod laterally is being set on folding beam.
Further, the length of the vertical folding beam is more than the length for laterally rolling over beam, passes through the groups such as reinforcing plate, diagonal brace
A series of connecting elements can be derived by closing conversion.
The beneficial effects of the utility model are：
Flat key shape hole on existing channel-section steel is taken full advantage of, on the basis of additionally exterior space is not taken, in channel-section steel groove
The second connector of interior configuration, so as to reach the effect of greatly enhancing of whole support performance.The beneficial effect reached is specially：
(a) the channel-section steel bottom that need not consider to install on vertical direction reserves certain length channel-section steel and produces downward displacement to buffer crosspiece,
The usage amount of channel-section steel can be saved.(b) caused by channel-section steel and channel-section steel lock mechanical snap outside frictional force, also the second connector with
Reaction force caused by trough floor assembling also plays critical effect to coupling part.(c) with the first connector collective effect
Play a part of duplicate protection, bearing capacity value can at least improve one than the first connector is used alone in the case where testing active force
It is more again.Even if can ensure that channel-section steel produces serious deformation under adverse circumstances, junction is still firm, under the natural calamities such as earthquake more
It is safe, more reliable, economic loss can be effectively reduced and reduce the grade of security incident occurrence risk.(d) novel product knot
Structure is simple, is easy to process, produces, the install convenient in Practical Project field, compared with same period existing product, has economical, high
The characteristics of imitating, be practical.
Brief description of the drawings
Fig. 1 is the structural representation of the utility model embodiment；
Fig. 2 is the sectional side view of the utility model embodiment；
Fig. 3 is Angle connection part structural representation；
Fig. 4 is angular perforate connecting-piece structure schematic diagram；
Fig. 5 is the Two bors d's oeuveres Angle connection part structural representation with reinforcing plate；
Fig. 6 is the Two bors d's oeuveres Angle connection part structural representation with tilt prop；
Fig. 7 is the structural representation of the Angle connection part with reinforcing plate；
Fig. 8 is the structural representation of the angular perforate connector with reinforcing plate；
Fig. 9 is the Angle connection part structural representation with tilt prop；
Figure 10 is the angular perforate connecting-piece structure schematic diagram with tilt prop；
Figure 11 is trapezoidal connector structural representation；
Figure 12 is trapezoidal perforate connecting-piece structure schematic diagram；
Figure 13 is non-equilateral Angle connection part structural representation；
Figure 14 is the non-equilateral Angle connection part structural representation with reinforcing plate；
Figure 15 is the non-equilateral Angle connection part structural representation with tilt prop；
Figure 16 is the non-equilateral Angle connection part structural representation of more bolts；
Figure 17 is the non-equilateral Angle connection part structural representation of more bolts with reinforcing plate；
Figure 18 is the non-equilateral Angle connection part structural representation of more bolts with tilt prop；
Figure 19 is unilateral perforate Angle connection part structural representation；
Figure 20 is unilateral perforate Angle connection part and non-equilateral Angle connection part fit applications schematic diagram；
Figure 21 is the unilateral perforate Angle connection part structural representation with reinforcing plate；
Figure 22 is the unilateral perforate Angle connection part structural representation with tilt prop；
Figure 23 is application scenarios schematic diagram of the present utility model；
Figure 24 is interior hexagonal flange nut structure diagram；
Figure 25 is another angled arrangement schematic diagram of interior hexagonal flange nut；
Figure 26 is interior hexagonal flange nut sectional view；
Figure 27 is channel-section steel buckle structure schematic diagram.
Embodiment
Embodiment of the present utility model is described below in detail, the example of the embodiment is shown in the drawings, wherein from beginning
Same or similar element is represented to same or similar label eventually or there is the element of same or like function.Below by ginseng
The embodiment for examining accompanying drawing description is exemplary, it is intended to for explaining the utility model, and it is not intended that to the utility model
Limitation.
In description of the present utility model, it is to be understood that term " " center ", " longitudinal direction ", " transverse direction ", " length ", " width
Degree ", " thickness ", " on ", " under ", "front", "rear", "left", "right", " vertical ", " level ", " top ", " bottom " " interior ", " outer ", " suitable
The orientation or position relationship of the instruction such as hour hands ", " counterclockwise " are based on orientation shown in the drawings or position relationship, merely to just
In description the utility model and simplified description, rather than indicate or imply that signified device or element must be with specifically square
Position, with specific azimuth configuration and operation, therefore it is not intended that to limitation of the present utility model.
In addition, term " first ", " second " are only used for describing purpose, and it is not intended that instruction or hint relative importance
Or the implicit quantity for indicating indicated technical characteristic.Thus, define " first ", the feature of " second " can be expressed or
Implicitly include one or more this feature.In description of the present utility model, " multiple " are meant that two or two
More than, unless otherwise specifically defined.
In the utility model, unless otherwise clearly defined and limited, term " installation ", " connected ", " connection ", " Gu
It is fixed " etc. term should be interpreted broadly, for example, it may be being fixedly connected or being detachably connected, or be integrally connected；Can
To be mechanical connection or electrical connection；Can be joined directly together, can also be indirectly connected by intermediary, Ke Yishi
The connection of two element internals.For the ordinary skill in the art, above-mentioned term can be understood as the case may be
Concrete meaning in the utility model.
In the utility model, unless otherwise clearly defined and limited, fisrt feature second feature it " on " or it
" under " can directly be contacted including the first and second features, it is not directly to contact but lead to that can also include the first and second features
The other characterisation contact crossed between them.Moreover, fisrt feature second feature " on ", " top " and " above " include the
One feature is directly over second feature and oblique upper, or is merely representative of fisrt feature level height and is higher than second feature.First is special
Sign second feature " under ", " lower section " and " below " including fisrt feature immediately below second feature and obliquely downward, or only
Represent that fisrt feature level height is less than second feature.
The utility model is described in further detail below by embodiment combination accompanying drawing.
As described in Figure 23, one end of vertical channel-section steel 1 is fixed on ceiling 13 application scenarios schematic diagram of the present utility model,
The other end of vertical channel-section steel 1 and 2 L-shaped connection of transverse channel steels, the crosspiece of formation can support cable testing bridge, water pipe, air channel with
And the weight such as electromechanical equipment 17, when vertical channel-section steel 1 and transverse channel steels 2 connect it is not firm enough when, under weight or spot
The electromechanical pipeline equipment that the impact loads caused by natural calamity such as shake then easily cause support and are attached on support comes off
So as to cause the generation of accident.The utility model provides a kind of shearing resistance segmental timbering, meets most basic light-duty support
System, and Process for Heavy Support system is also applied for, and with good seismic behavior, safe class, risk class is reduced to
It is minimum.
Embodiment 1
Such as Fig. 1, shown in Fig. 2, the overall schematic and sectional side view of such a shearing resistance segmental timbering, Ci Zhongkang are illustrated
Shearing segmental timbering includes vertical channel-section steel 1, transverse channel steels 2, and both opening surfaces are crimping with tooth and both notches
On be equipped with and can latch (3) in the channel-section steel of " work " font along the longitudinal cross-section that notch slides, channel-section steel lock (3) includes lock
Head (18), elastic joint part (19), tapered end (18) middle part are provided with internal thread, and the elastic joint part (19) uses elastic material
Material is made, and the presence of elastic joint part (19) is in order to which preferably tapered end is fixed on channel-section steel, and convenient installation, channel-section steel lock is tied
Structure schematic diagram is as shown in figure 27, and the channel-section steel lock 3 slides into fixed position, the first connector 4, bolt 12 along notch direction
It is connected with channel-section steel lock 3 so that the L-shaped connection of the vertical channel-section steel 1, transverse channel steels 2 and fluting direction is inwardly,
Bolt and the mutually effect of tightening of channel-section steel lock may be such that lock and channel-section steel form mechanical snap power, frictional force, and the first connector 4 can
From common two-dimentional connector, this connected mode is to utilize channel-section steel lock 3 and bolt 12 and toothed vertical channel-section steel 1 and horizontal stroke
Fixed to mechanical snap power, the frictional force of channel-section steel 2.With the vertical channel-section steel 1, relative with the notch of the transverse channel steels 2
Flat key shape hole 5 is equipped with bottom wall, vertical channel-section steel 1, the transverse channel steels 2 also pass through the second connector 6 and the flat key shape hole 5
Cooperation be in reinforcement connection, the second connector 6, which includes, the vertical folding beam 7 being fixed on vertical channel-section steel 1 and is fixed on transverse direction
Transverse direction on channel-section steel 2 rolls over beam 8, and the second connector 6 is Angle connection part as shown in Figure 3 in the present embodiment, wherein vertically folding beam 7
Length with laterally folding beam 8 equal length, vertically folding beam 7 and laterally folding beam 8 on set screw rod 9, the side of the present embodiment is cutd open
View is as shown in Fig. 2 screw rod 9 is fixedly connected through the attaching nut of flat key shape hole 5, and bolt preferentially selects in this embodiment
Flange nut is preferentially selected with outer-hexagonal bolt, nut.
Such a ingenious existing structure with channel-section steel of shearing resistance segmental timbering, while connected with the first connection 4 and second
Part 6 is fixedly connected, and in the case of being not take up extra exterior space, further improve the peace of segmental timbering
Full property and reliability.
Embodiment 2
The present embodiment change the screw rod 9 described in embodiment 1 vertically on folding beam 7 and the laterally folding beam 8 into hole 11, then and the
Two connectors 6 are angular perforate connector as shown in Figure 4, and when fixing, bolt 12 coordinates spiral shell through the peaceful key-shaped hole 5 in hole 11
Mother 10 completes to be fixedly connected, and the other technical characteristics of the present embodiment are same as Example 1.
Such a ingenious existing structure with channel-section steel of shearing resistance segmental timbering, while connected with the first connection 4 and second
Part 6 is fixedly connected, and in the case of being not take up extra exterior space, further improve the peace of segmental timbering
Full property and reliability.Make screw rod into punch format on the basis of Angle connection part and go for more multi-state.
Embodiment 3
The present embodiment proposes to improve on the basis of embodiment 1, the reinforcement of added with triangle at the knuckle of the second connector 6
Plate 14, other features are same as Example 1, i.e. the second connector is the Angle connection with triangular reinforcing plate as shown in Figure 5
Part.
Such a ingenious existing structure with channel-section steel of shearing resistance segmental timbering, while connected with the first connection 4 and second
Part 6 is fixedly connected, and in the case of being not take up extra exterior space, further improve the peace of segmental timbering
Full property and reliability.The utilization of the present embodiment reinforcing plate strengthens the rigidity of component, reduces earthquake and make to reach enhancing shear behavior
With caused displacement, support entirety antidetonation, tension, shearing resistance, compressive property are fully improved.
Embodiment 4
The present embodiment proposes to improve on the basis of embodiment 2, the reinforcement of added with triangle at the knuckle of the second connector 6
Plate 14, other technical characteristics are same as Example 2, i.e. the second connector is to be as shown in Figure 6 with the angular of triangular reinforcing plate
Perforate connector.
Such a ingenious existing structure with channel-section steel of shearing resistance segmental timbering, while connected with the first connection 4 and second
Part 6 is fixedly connected, and in the case of being not take up extra exterior space, further improve the peace of segmental timbering
Full property and reliability.The utilization of the present embodiment reinforcing plate strengthens the rigidity of component, reduces earthquake and make to reach enhancing shear behavior
With caused displacement, support entirety antidetonation, tension, shearing resistance, compressive property are fully improved.Making screw rod into punch format can
With suitable for more multi-state.
Embodiment 5
The present embodiment is proposed to improve on the basis of embodiment 1, and tilt prop 15 is added in the inner side of the second connector 6, this
Shi Shuxiang foldings beam 7, laterally folding beam 8, tilt prop 15 surround and form triangle, and other technical characteristics are same as Example 1.Now
Two connectors are the Angle connection part with tilt prop as shown in Figure 7.
Such a ingenious existing structure with channel-section steel of shearing resistance segmental timbering, while connected with the first connection 4 and second
Part 6 is fixedly connected, and in the case of being not take up extra exterior space, further improve the peace of segmental timbering
Full property and reliability.Weld tilt prop and form fixed triangle shape structure to reach enhancing shear behavior, strengthen the rigidity of component, subtract
Displacement caused by small earthquake effect, fully improves support entirety antidetonation, tension, shearing resistance, compressive property.
Embodiment 6
The present embodiment proposes to improve on the basis of embodiment 2, adds tilt prop 15 in the inner side of the second connection 6, now
Vertical folding beam 7, laterally folding beam 8, tilt prop 15 surround and form triangle, and other technical characteristics are same as Example 2.Such as Fig. 8 institutes
Show, now the second connector is the angular perforate connector with tilt prop.
Such a ingenious existing structure with channel-section steel of shearing resistance segmental timbering, while connected with the first connection 4 and second
Part 6 is fixedly connected, and in the case of being not take up extra exterior space, further improve the peace of segmental timbering
Full property and reliability.Weld tilt prop and form fixed triangle shape structure to reach enhancing shear behavior, strengthen the rigidity of component, subtract
Displacement caused by small earthquake effect, fully improves support entirety antidetonation, tension, compressive property.Make screw rod into shape of perforating
Formula goes for more multi-state.
Embodiment 7
The difference of the present embodiment and embodiment 1 is vertically to roll over providing holes 11 on beam 7, on the laterally folding beam 8 described
Screw rod 9 is set to be fixedly connected to carry out cooperation, or the present embodiment can also set screw rod 9 on the vertical folding beam 7, in horizontal stroke
Providing holes 11 is fixedly connected to carry out cooperation on to folding beam 8, and triangle can be set at the knuckle of the second connector 6 in this example
Shape reinforcing plate 14 or tilt prop 15 are to strengthen fixing, and the second connector 6 can be band reinforcing plate as shown in Figure 9 in the present embodiment
Two bors d's oeuveres Angle connection part and Figure 10 shown in the Two bors d's oeuveres Angle connection part with tilt prop, such a situation be applied to Two bors d's oeuveres form work
Condition, screw rod 9 is completed to be fixedly connected through the flat key shape hole 5 with the attaching nut 10 of hole 11 in the case of Two bors d's oeuveres, now nut 10
Hexagonal socket nut, this hexagonal socket nut are special nut to prioritizing selection as of fig. 24, the structure of another angle of this nut
Schematic diagram is as shown in figure 25, and sectional view is as shown in figure 26, and this special nut includes toothed buckle structure and has through hole, and
Provided with internal thread, when fixing this special nut, common wrench and endoporus special spanner can be used, because this nut has
Through hole, screw rod can be directly through whole nuts, and this nut is applicable to place that is narrow or not stopping enough installing spaces.
The ingenious existing structure feature with channel-section steel of such a shearing resistance segmental timbering, while connect 4 and second with first
Connector 6 is fixedly connected, and in the case of being not take up extra exterior space, further improve segmental timbering
Safety and reliability.Two bors d's oeuveres can be achieved with other Component compositions using to reach saving material in Two bors d's oeuveres Angle connection part
Channel-section steel technical application herein, but the effect of phase same-action can be played.
Embodiment 8
The present embodiment and the difference of embodiment 1 are that second connector 6 is trapezoidal connector as shown in figure 11.This
The second connector 6 includes the vertical folding beam 7 being fixed on vertical channel-section steel 1, the transverse direction being fixed in transverse channel steels 2 in embodiment
The 8 reinforcement folding beam 16 of beam 8, the vertical folding beam 7 of connection and horizontal folding beam is rolled over, strengthens folding beam 16 and vertical channel-section steel 1, transverse channel steels 2
Encirclement forms subtriangular, sets screw rod 9 in vertically folding beam 7 and laterally on folding beam 8, screw rod 9 matches somebody with somebody through the flat key shape hole 5
Close nut 10 to complete to be fixedly connected, the other technical characteristics of the present embodiment are same as Example 1.
Such a ingenious existing structure with channel-section steel of shearing resistance segmental timbering, while connected with the first connection 4 and second
Part 6 is fixedly connected, and in the case of being not take up extra exterior space, further improve the peace of segmental timbering
Full property and reliability.Second connector 6 is changed to trapezoidal connector, makes have certain thin tail sheep under seismic force effects, buffering shearing, but
It is unlikely to produce excessive deformation quantity again.
Embodiment 9
By the vertical folding beam 7 in embodiment 7 and laterally, the screw rod 9 on folding beam 8 changes hole 11 into the present embodiment, the spiral shell when fixing
Bolt 12 is completed to be fixedly connected through the peaceful attaching nut 10 of key-shaped hole 5 in hole 11.The second connector 6 is such as Figure 12 institutes in the present embodiment
The trapezoidal perforate connector shown.
Such a ingenious existing structure with channel-section steel of shearing resistance segmental timbering, while connected with the first connection 4 and second
Part 6 is fixedly connected, and in the case of being not take up extra exterior space, further improve the peace of segmental timbering
Full property and reliability.Second connector 6 is changed to trapezoidal connector, makes have certain thin tail sheep under seismic force effects, buffering shearing, but
It is unlikely to produce excessive deformation quantity again.Make screw rod into punch format and go for more multi-state.
Embodiment 10
The difference of the present embodiment and embodiment 1 is that the length of the vertical folding beam 7 in the second connector 6 is more than laterally folding beam 8
Length, then the second connector 6 is non-equilateral Angle connection part as shown in fig. 13 that.In the present embodiment can be in the second connector
Plus the reinforcing plate 14 of triangle to reinforce connection at 6 knuckle, now the second connector 6 is band reinforcing plate as shown in figure 14
Non- equilateral Angle connection part, also can at the knuckle of the second connector 6 plus tilt prop 15 with reinforce connection, now second connect
Fitting 6 is the non-equilateral Angle connection part with tilt prop as shown in figure 15.
Such a ingenious existing structure with channel-section steel of shearing resistance segmental timbering, while connected with the first connection 4 and second
Part 6 is fixedly connected, and in the case of being not take up extra exterior space, further improve the peace of segmental timbering
Full property and reliability.Non- equilateral Angle connection part, can meet the situation that installing space is inadequate inside junction channel-section steel, and according to
The long arm of angle of actual conditions can set up gim peg, strengthen the shear resistance of vertical plane.
Embodiment 11
The present embodiment and the difference of embodiment 10 are to set multiple screw rods 9 on the vertical folding beam 7 of the second connector 6, this
When second be connected as the non-equilateral Angle connection part of more bolts as shown in figure 16.In the present embodiment also can be in the second connector 6
Plus the reinforcing plate 14 of triangle to reinforce connection at knuckle, now the second connector 6 is as shown in figure 17 with reinforcing plate
More non-equilateral Angle connection parts of bolt, also it can reinforce connection plus tilt prop 15 at the knuckle of the second connector 6, now second
Connector 6 is the non-equilateral Angle connection part of more bolts with tilt prop as shown in figure 18.
The ingenious existing structure feature with channel-section steel of such a shearing resistance segmental timbering, while connect 4 and second with first
Connector 6 is fixedly connected, and in the case of being not take up extra exterior space, further improve segmental timbering
Safety and reliability.More non-equilateral Angle connection parts of bolt, gim peg is set up according to the long arm of angle of actual conditions, strengthens vertical plane
Shear resistance.
Embodiment 12
The present embodiment as different from Example 10, the providing holes 11 on the vertical folding beam 7 of the second connector 6.Second connects
Fitting 6 is unilateral perforate Angle connection part as shown in figure 19.Such a situation is applied to the operating mode of Two bors d's oeuveres form, unilateral perforate angle
Shape connector and non-equilateral Angle connection part fit applications schematic diagram are as shown in figure 20, and screw rod 9 is described in the case of Two bors d's oeuveres
Flat key shape hole 5 and the attaching nut 10 of hole 11 are completed to be fixedly connected, now the prioritizing selection of nut 10 interior hexagonal spiral shell as of fig. 24
Mother, the structural representation of another angle of this nut is as shown in figure 25, and sectional view is as shown in figure 26, and this special nut includes band
The buckle structure of tooth simultaneously has through hole, and is provided with internal thread, when fixing this special nut, common wrench and endoporus Special pull
Hand can be used, and because this nut has a through hole, screw rod can be directly through whole nut, and this nut is applicable to narrow or not
Stop the place of enough installing spaces.It can add in the present embodiment at the knuckle of the second connector 6 plus triangular reinforcing plate 14
It is solidly connected, now the second connector 6 is the unilateral perforate Angle connection part with reinforcing plate as shown in figure 21, can also be connected second
Add tilt prop 15 at the knuckle of fitting 6 to reinforce connection, now the second connector 6 is as shown in figure 22 with the unilateral of tilt prop
Perforate Angle connection part.
The ingenious existing structure feature with channel-section steel of such a shearing resistance segmental timbering, while connect 4 and second with first
Connector 6 is fixedly connected, and in the case of being not take up extra exterior space, further improve segmental timbering
Safety and reliability.More non-equilateral Angle connection parts of bolt, gim peg is set up according to the long arm of angle of actual conditions, strengthens vertical plane
Shear resistance.Two bors d's oeuveres groove can be achieved with other Component compositions using to reach saving material in unilateral perforate Angle connection part
Steel technical application herein, but the effect of phase same-action can be played.
In the description of this specification, reference term " embodiment ", " some embodiments ", " an implementation
The description of example ", " some embodiments ", " example ", " specific example " or " some examples " etc. means to combine the embodiment or example
Specific features, structure, material or the feature of description are contained at least one embodiment or example of the present utility model.At this
In specification, identical embodiment or example are not necessarily referring to the schematic representation of above-mentioned term.Moreover, description is specific
Feature, structure, material or feature can combine in an appropriate manner in any one or more embodiments or example.
Above content is to combine specific embodiment further detailed description of the utility model, it is impossible to is assert
Specific implementation of the present utility model is confined to these explanations.For the utility model person of an ordinary skill in the technical field
For, without departing from the concept of the premise utility, some simple deduction or replace can also be made.
Claims (8)
1. a kind of shearing resistance segmental timbering, it is characterised in that include vertical channel-section steel (1), transverse channel steels (2), both openings
Face latches for crimping with the channel-section steel that the longitudinal cross-section that can be slided along notch is in " work " font is equipped with tooth and both notches
(3), the channel-section steel lock (3) includes tapered end (18), elastic joint part (19), and internal thread is provided with the middle part of the tapered end (18),
First connector (4), bolt (12) are connected with channel-section steel lock (3) so that vertical channel-section steel (1), the transverse channel steels
(2) it is L-shaped connection and fluting direction inwardly, with the transverse channel steels (1), with it is described vertically channel-section steel (2) notch it is relative
Be equipped with flat key shape hole (5) on bottom wall, vertical channel-section steel (1), the transverse channel steels (2) also by the second connector (6) with it is described
The cooperation in flat key shape hole (5) is in reinforcement connection.
2. a kind of shearing resistance segmental timbering according to claim 1, it is characterised in that the second connector (6) is to be approximately
L-type, second connector (6) include the vertical folding beam (7) being fixed on vertical channel-section steel (1) and are fixed on transverse channel steels
(2) the horizontal folding beam (8) on, and both length is identical, coordinates fixation vertically rolling over beam (7) and laterally being set on folding beam (8)
The screw rod (9) of connection or hole (11), when setting screw rod (9), screw rod (9) passes through flat key shape hole (5) attaching nut
(10) it is fixedly connected, when providing holes (11), bolt (12) coordinates institute through the hole (11) and the flat key shape hole (5)
Nut (10) is stated to be fixedly connected.
3. a kind of shearing resistance segmental timbering according to claim 1, it is characterised in that second connector (6) is near
Rolled over like the transverse direction for being L-type and including the vertical folding beam (7) being fixed on vertical channel-section steel (1) and being fixed in transverse channel steels (2)
Beam (8), the length of the vertical folding beam (7) are more than the length for laterally rolling over beam (8), are vertically setting at least 1 on folding beam (7)
Individual screw rod (9), the screw rod (9) laterally is being set on folding beam (8), screw rod (9) passes through flat key shape hole (5) attaching nut
(10) it is fixedly connected.
4. a kind of shearing resistance segmental timbering according to claim 1, it is characterised in that second connector (6) is near
Rolled over like the transverse direction for being L-type and including the vertical folding beam (7) being fixed on vertical channel-section steel (1) and being fixed in transverse channel steels (2)
Beam (8), the length of the vertical folding beam (7) are more than the length for laterally rolling over beam (8), in vertically providing holes on folding beam (7)
(11), screw rod (9) is laterally being set on folding beam (8).
5. according to a kind of one of them described shearing resistance segmental timbering of claim 2 to 4, it is characterised in that described second connects
The reinforcing plate (14) of triangle is set at the knuckle of fitting (6).
6. a kind of shearing resistance segmental timbering according to claim 2 to 4 any one, it is characterised in that described second connects
Tilt prop (15) is provided with the knuckle of fitting (6) to support the vertical folding beam (7) and the laterally folding beam (8).
7. a kind of shearing resistance segmental timbering according to claim 1, it is characterised in that second connector (6) is approximate
For horizontal folding beam that is trapezoidal and including the vertical folding beam (7) being fixed on vertical channel-section steel (1), be fixed in transverse channel steels (2)
(8) and both reinforcement folding beams (16) are connected, screw rod (9), screw rod (9) is set on vertically folding beam (7) and horizontal folding beam (8)
It is fixedly connected through flat key shape hole (5) attaching nut (10).
8. a kind of shearing resistance segmental timbering according to claim 1, it is characterised in that second connector (6) is approximate
For horizontal folding beam that is trapezoidal and including the vertical folding beam (7) being fixed on vertical channel-section steel (1), be fixed in transverse channel steels (2)
(8) and connection both reinforcement folding beams (16), roll in vertically folding beam (7) and laterally on beam (8) and be provided with hole (11), using described
Bolt (12) is completed to be fixedly connected through hole (11) with flat key shape hole (5) attaching nut (10).
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721021871.7U CN207195989U (en) | 2017-08-15 | 2017-08-15 | A kind of shearing resistance segmental timbering |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721021871.7U CN207195989U (en) | 2017-08-15 | 2017-08-15 | A kind of shearing resistance segmental timbering |
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| CN207195989U true CN207195989U (en) | 2018-04-06 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108683134A (en) * | 2018-07-10 | 2018-10-19 | 深圳市均益安联光伏系统工程有限责任公司 | Crane span structure fish bone structure |
| CN108894322A (en) * | 2018-08-06 | 2018-11-27 | 浙江海迈材料科技有限公司 | A kind of connection structure of adjustable column and crossbeam |
| CN114396418A (en) * | 2021-12-31 | 2022-04-26 | 深圳优力可科技股份有限公司 | Assembled bearing support and hanger connecting structure and support and hanger system |
-
2017
- 2017-08-15 CN CN201721021871.7U patent/CN207195989U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108683134A (en) * | 2018-07-10 | 2018-10-19 | 深圳市均益安联光伏系统工程有限责任公司 | Crane span structure fish bone structure |
| CN108894322A (en) * | 2018-08-06 | 2018-11-27 | 浙江海迈材料科技有限公司 | A kind of connection structure of adjustable column and crossbeam |
| CN114396418A (en) * | 2021-12-31 | 2022-04-26 | 深圳优力可科技股份有限公司 | Assembled bearing support and hanger connecting structure and support and hanger system |
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