CN207196032U - A kind of antidetonation segmental timbering - Google Patents
A kind of antidetonation segmental timbering Download PDFInfo
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- CN207196032U CN207196032U CN201721021850.5U CN201721021850U CN207196032U CN 207196032 U CN207196032 U CN 207196032U CN 201721021850 U CN201721021850 U CN 201721021850U CN 207196032 U CN207196032 U CN 207196032U
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Abstract
The utility model discloses a kind of antidetonation 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) fitted bolt (9) by channel-section steel, the first connector (4) is fixedly connected, vertical channel-section steel (1) and transverse channel steels (2) are also in reinforcement connection by flat key shape hole (5) the second connector of cooperation (6), taper liner (7) or plain cushion (10), nut (8) etc..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 and security.
Description
Technical field
It the utility model is related to a kind of supporting structure, more particularly to a kind of antidetonation 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. dynamics is inadequate when twisting bolt, cause mechanical snap power and friction
Dynamics is inadequate, it is impossible to reaches safe bearing load force value, causes in the presence of crosspiece and electromechanical equipment, pipeline gravity, especially exist
Under seismic force effects, impact load has larger destructive power to line equipment and mounting system, lacks security；2. twist spiral shell
Dynamics is excessive during bolt, and channel-section steel is deformed, and support entirety mechanical property fails to be fully used and played, and is unable to reach after assembling
Predictive role effect, there is accident caused by such reason in Practical Project.It is 3. horizontal to alleviate on channel-section steel vertical direction
Shelves slide downward, need to reserve the surplus of certain length, and the use of channel-section steel has certain waste.
Above reason can all cause to varying degrees electromechanical equipment and pipeline from the presence of gravity, seismic force not
Can effectively, the fixation of safety on rational locus and the insufficient utilization and waste of material be present between floors.Sternly
In the case of weight, the failure of bearing attachment position, pipeline or equipment come off, and influence the normal work of each specialized function in building,
Pedestrian and equipment under equipment or pipeline even are injured, causes serious safety, 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 easily antidetonation assembled branch
Frame, it is fixedly connected using the first connection and the second connector simultaneously, under seismic force effects, passes through both connection sides
Formula ensures reliability, steadiness, the security of connecting portion.
To achieve these goals, the technical solution adopted in the utility model is：
A kind of antidetonation segmental timbering, it is characterised in that include vertical channel-section steel, transverse channel steels, be all provided with both notches
There is what can be slided along notch to be latched in " work " font channel-section steel, the channel-section steel lock includes tapered end, elastic joint part, the tapered end
Middle part is provided with internal thread, and the first connector, bolt are connected with the channel-section steel snap fit so that vertical channel-section steel, the transverse groove
Steel is L-shaped to be connected and slots direction inwardly, on the bottom wall with the transverse channel steels, relative with the notch of the vertical channel-section steel
Provided with flat key shape hole, vertical channel-section steel, the transverse channel steels are also added by the cooperation in the second connector and the flat key shape hole
It is solidly connected, second connector generally column structure and one end is provided with card cap.
Further, the second connector is made up of two parts, includes supporting section and with upper supporting section one end in folding
The lower supporting section of angle connection, the other end of upper supporting section are provided with the card cap, the afterbody of the lower supporting section be provided with cooperation taper liner,
The external screw thread that nut, the flat key shape hole are fixed.
Further, the second connector is made up of three parts, includes supporting section, middle supporting section, lower supporting section, upper branch
One end of support section is provided with the card cap, and the other end is connected with one end of middle supporting section in knuckle, and the other end of middle supporting section is with
One end of supporting section connects in knuckle, and the afterbody of lower supporting section, which is provided with, coordinates plain cushion, the nut, the flat key shape hole to be consolidated
Fixed external screw thread.
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 to dislike channel-section steel under slightly environment produces serious deformation, junction is still firm, under the natural calamities such as earthquake more
It is safe, more reliable, economic loss can be effectively reduced.(d) novel product is simple in construction, is easy to process, produces, in Practical Project
Install convenient in field, compared with same period existing product, there is the characteristics of economic, efficient, practical.
Brief description of the drawings
Fig. 1 is the structural representation of the utility model embodiment 1；
Fig. 2 is the sectional side view of the utility model embodiment 1；
The second connecting-piece structure schematic diagram in Fig. 3 the utility model embodiments 1；
Fig. 4 is the structural representation of the utility model embodiment 2；
Fig. 5 is the sectional side view of the utility model embodiment 2；
The second connecting-piece structure schematic diagram in Fig. 6 the utility model embodiments 2；
Fig. 7 channel-section steel buckle structure schematic diagrames；
Fig. 8 application scenarios schematic diagrams of the present utility model.
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 8, one end of vertical channel-section steel 1 is fixed on ceiling 11 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 12, 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 antidetonation segmental timbering, meets most basic light-duty support system
System, and Process for Heavy Support system is also applied for, and with good seismic behavior, safe class, risk class is reduced to most
It is low.
Embodiment 1
Such as Fig. 1, shown in Fig. 2, the overall schematic and sectional side view of such a antidetonation segmental timbering, such a antidetonation are illustrated
Segmental timbering includes vertical channel-section steel 1, transverse channel steels 2, and it can be in " work " word along notch slip to be equipped with both notches
Type groove steel lock 3, the structural representation of the channel-section steel lock 3 include tapered end 301, elastic joint part 302, institute as shown in Figure 7
State the middle part of tapered end 301 and be provided with internal thread, the presence of elastic joint part 302 is the side in order to which preferably tapered end is fixed on channel-section steel
Just install, the channel-section steel lock 3 slides into fixed position along notch direction, and the first connector 4, bolt 9 and the channel-section steel are locked
Button 3 is connected so that the L-shaped connection of the vertical channel-section steel 1, transverse channel steels 2 and fluting direction is inwardly, the first connector 4 can
From common two-dimentional connector, this connected mode is to utilize channel-section steel lock 3 and bolt 9 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, second connector 6 generally column structure and one end is provided with card cap 6011.Second connector
6 are made up of two parts, include supporting section 601 and the lower supporting section 602 being connected with upper one end of supporting section 601 in knuckle,
The other end of upper supporting section 601 is provided with the card cap 6011, the afterbody of the lower supporting section 602 be provided with coordinate taper liner 7, nut 8,
The external screw thread that the flat key shape hole 5 is fixed, wherein, taper liner is special and simple in construction, the knot of second connector 6
Structure schematic diagram is as shown in figure 3, the second connector 6 coordinates oblique also cross the flat key shape hole 5 in vertical channel-section steel 1 and transverse channel steels 2
The external screw thread of pad 7, nut 8 and the afterbody of lower supporting section 602 is fixedly connected.
Such a ingenious existing structure with channel-section steel of antidetonation segmental timbering, while with the first connection 4 and second connector 6
Be fixedly connected, and in the case of being not take up extra exterior space, further improve the safety of segmental timbering
Property and reliability.This antidetonation segmental timbering can strengthen the bearing capacity value of gravitational support, eliminate one-sided lock connection shape now
The unsafe factor of formula support, each symptom slippage risk is inherently eliminated, the antidetonation for being mainly used in para-seismic support node adds
Gu being the crucial earthquake resistant construction of resistance to surface structural member, to the rigidity of node, variable has adjustable function, and grafting is convenient, connection
It is firm, stable mechanical property.
Embodiment 2
Such as Fig. 4, shown in Fig. 5, the overall schematic and sectional side view of such a antidetonation segmental timbering, such a antidetonation are illustrated
Segmental timbering includes vertical channel-section steel 1, transverse channel steels 2, and it can be in " work " word along notch slip to be equipped with both notches
Type groove steel lock 3, the structural representation of the channel-section steel lock 3 include tapered end 301, elastic joint part 302, institute as shown in Figure 7
State the middle part of tapered end 301 and be provided with internal thread, the presence of elastic joint part 302 is the side in order to which preferably tapered end is fixed on channel-section steel
Just install, the channel-section steel lock 3 slides into fixed position along notch direction, and the first connector 4, bolt 9 and the channel-section steel are locked
Button 3 is connected so that the L-shaped connection of the vertical channel-section steel 1, transverse channel steels 2 and fluting direction is inwardly, the first connector 4 can
From common two-dimentional connector, this connected mode is to utilize channel-section steel lock 3 and bolt 9 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, second connector 6 generally column structure and one end is provided with card cap 6011.Second connector
6 are made up of three parts, include supporting section 601, middle supporting section 602, lower supporting section 603, and one end of upper supporting section is provided with institute
Card cap 6011 is stated, the other end is connected with one end of middle supporting section 602 in knuckle, the other end of middle supporting section 602 and lower supporting section
603 one end connects in knuckle, and the afterbody of lower supporting section 603, which is provided with, coordinates plain cushion 10, the nut 8, the flat key shape hole 5 to enter
The fixed external screw thread of row, the structural representation of second connector 6 as shown in fig. 6, the second connector 6 also cross vertical slot
Flat key shape hole 5 on steel 1 and transverse channel steels 2, the external screw thread of plain cushion 10, nut 8 and the afterbody of lower supporting section 603 is coordinated to be fixed
Connection.
Such a ingenious existing structure with channel-section steel of antidetonation segmental timbering, while with the first connection 4 and second connector 6
Be fixedly connected, and in the case of being not take up extra exterior space, further improve antidetonation segmental timbering
Safety and reliability.This antidetonation segmental timbering can strengthen the bearing capacity value of gravitational support, eliminate one-sided lock now and connect
The unsafe factor of form support is connect, each symptom slippage risk is inherently eliminated, is mainly used in the anti-of para-seismic support node
Shake is reinforced, and is the crucial earthquake resistant construction of resistance to surface structural member, and to the rigidity of node, variable has adjustable function, and grafting is convenient,
It is firm to connect, stable mechanical property.
Claims (3)
1. a kind of antidetonation segmental timbering, it is characterised in that include vertical channel-section steel (1), transverse channel steels (2), on both notches
(3) can be latched along the longitudinal cross-section that notch slides in the channel-section steel of " work " font by being equipped with, and the channel-section steel lock (3) includes tapered end
(301), elastic joint part (302), are provided with internal thread in the middle part of the tapered end (301), the first connector (4), bolt (9) with it is described
Channel-section steel lock (3) is connected so that the L-shaped connection of the vertical channel-section steel (1), transverse channel steels (2) and fluting direction is inwardly,
Flat key shape hole (5) is equipped with the bottom wall with the transverse channel steels (1), relative with the notch of the vertical channel-section steel (2), it is described
Vertical channel-section steel (1), transverse channel steels (2) also carry out reinforcing company by the cooperation of the second connector (6) and the flat key shape hole (5)
Connect, second connector (6) generally column structure and one end is provided with card cap (6011).
2. a kind of antidetonation segmental timbering according to claim 1, it is characterised in that the second connector (6) is by two parts group
Into, include supporting section (601) and be in the lower supporting section (602) that is connected of knuckle with upper supporting section (601) one end, upper support
The other end of section (601) is provided with the card cap (6011), and the afterbody of the lower supporting section (602), which is provided with, coordinates taper liner (7), nut
(8), the external screw thread that the flat key shape hole (5) is fixed.
3. a kind of antidetonation segmental timbering according to claim 1, it is characterised in that the second connector (6) is by three parts group
Into including supporting section (601), middle supporting section (602), lower supporting section (603), one end of upper supporting section is provided with the card cap
(6011), the other end is connected with one end of middle supporting section (602) in knuckle, the other end and the lower supporting section of middle supporting section (602)
(603) one end connects in knuckle, and the afterbody of lower supporting section (603), which is provided with, coordinates plain cushion (10), nut (8), the flat key shape
The external screw thread that hole (5) is fixed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721021850.5U CN207196032U (en) | 2017-08-15 | 2017-08-15 | A kind of antidetonation segmental timbering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721021850.5U CN207196032U (en) | 2017-08-15 | 2017-08-15 | A kind of antidetonation segmental timbering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207196032U true CN207196032U (en) | 2018-04-06 |
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ID=61797431
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| Application Number | Title | Priority Date | Filing Date |
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| CN201721021850.5U Active CN207196032U (en) | 2017-08-15 | 2017-08-15 | A kind of antidetonation segmental timbering |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN108894324A (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 anti-skidding column and crossbeam |
| CN108894323A (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 stable column and crossbeam |
| CN108894325A (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 column and crossbeam |
-
2017
- 2017-08-15 CN CN201721021850.5U patent/CN207196032U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN108894324A (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 anti-skidding column and crossbeam |
| CN108894323A (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 stable column and crossbeam |
| CN108894325A (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 column and crossbeam |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 518000 Baoneng Science Park, Qinghu Village, Qinghu Community, Longhua Street, Longhua District, Shenzhen City, Guangdong Province Patentee after: Shenzhen Yachang Technology Co., Ltd. Address before: 518000 15th Floor, Block B, Baohui Building, Baoneng Science Park, No. 1 Qingxiang Road, Longhua New District, Shenzhen City, Guangdong Province Patentee before: Shenzhen Yachang Polytron Technologies Inc |
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| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 518000 a1401, Xingfu city commercial building, Heping East Road, Qinghua community, Longhua street, Longhua District, Shenzhen City, Guangdong Province Patentee after: Meide Yachang Group Co., Ltd Address before: 518000 Baoneng Science Park, Qinghu Village, Qinghu Community, Longhua Street, Longhua District, Shenzhen City, Guangdong Province Patentee before: Shenzhen Yachang Technology Co.,Ltd. |
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| CP03 | Change of name, title or address |