CN207080792U - A kind of tension takes off segmental timbering - Google Patents
A kind of tension takes off segmental timbering Download PDFInfo
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- CN207080792U CN207080792U CN201721024488.7U CN201721024488U CN207080792U CN 207080792 U CN207080792 U CN 207080792U CN 201721024488 U CN201721024488 U CN 201721024488U CN 207080792 U CN207080792 U CN 207080792U
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Abstract
The utility model discloses a kind of tension to take off 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 (7) 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 cooperations such as flat key shape hole (5), the second connector (6), bolt (7), nut or locks.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
A kind of supporting structure is the utility model is related to, more particularly to a kind of tension takes off 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
In the presence of larger transient load power, there is slippage to collapse danger, lack security；2. dynamics is excessive when twisting bolt, channel-section steel produces
Deformation, support entirety mechanical property fail to be fully used and played, and predictive role effect, Practical Project are unable to reach after assembling
In there is accident caused by such reason.3. it need to be reserved certain on channel-section steel vertical direction to alleviate crosspiece slide downward
Certain waste be present in the surplus of length, the use of channel-section steel.
Above reason can all cause electromechanical equipment and pipeline to varying degrees in the presence of outside transient load power
Can not effectively, the fixation of safety on rational locus and the insufficient utilization and waste of material be present between floors.
Under serious conditions, the failure of bearing attachment position, pipeline or equipment come off, and influence the normal work of each specialized function in building
Make, or even injure the pedestrian under equipment or pipeline and equipment, cause 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 tension takes off assembled branch
Frame, it is fixedly connected using the first connection and the second connector simultaneously, and connecting portion is ensured by both connected modes
Reliability, steadiness, security.
To achieve these goals, the technical solution adopted in the utility model is：
A kind of tension takes off segmental timbering, it is characterised in that include vertical channel-section steel, transverse channel steels, on both notches
Latched provided with what can be slided along notch in " work " font channel-section steel, the channel-section steel lock includes tapered end, elastic joint part, the lock
Head 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 channel steels
It is L-shaped to connect and slot direction inwardly, it is all provided with the bottom wall with the transverse channel steels, relative with the notch of the vertical channel-section steel
There is flat key shape hole, vertical channel-section steel, the transverse channel steels are also reinforced by the second connector and the cooperation in the flat key shape hole
Connection, second connector is bending plate and one end is provided with the buckle being integrated with second connector.
Further, second connector includes the buckle for being connected in the flat key shape hole and the buckle
One end is in the crossbeam that knuckle is connected in the support beam of knuckle connection, with the other end of the support beam, and the buckle is T-shaped,
The crossbeam is provided with completes fixed connect with externally threaded screw rod, the screw rod through the flat key shape hole attaching nut or lock
Connect.
Further, second connector includes the buckle, support beam, crossbeam, the buckle for T-shaped and with institute
State support beam and connected by arc fold bending portion and is hooked in facilitating in the flat key shape hole in hook-shaped, the support beam it is another
End is connected with the crossbeam in knuckle, and the crossbeam is provided with hole, and the second connector coordinates the bolt, flat key shape hole, crossbeam
Hole, nut or the lock of upper setting are fixedly connected, and the cross section of the outer end of the crossbeam is circle.
Further, the second connector both ends are designed to T-shaped termination, can adjust channel-section steel, the second company when in use
The locus of fitting is installed, and can produce same effect value.
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 is the structural representation of the utility model embodiment 3；
Fig. 8 is the sectional side view of the utility model embodiment 3；
Fig. 9 is the second attachment structure schematic diagram in the utility model embodiment 3；
Figure 10 channel-section steel buckle structure schematic diagrames；
Figure 11 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 11, 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, in line equipment Action of Gravity Field
The impact loads caused by natural calamity such as lower or generation earthquake then easily cause support and the electromechanics being attached on support
Line equipment comes off so as to cause the generation of accident.The utility model provides a kind of tension and takes off segmental timbering, meets most base
This light-duty support system, and Process for Heavy Support system is also applied for, and with good seismic behavior, safe class, will
Risk class is reduced to minimum.
Embodiment 1
Such as Fig. 1, shown in Fig. 2, overall schematic and sectional side view that such a tension takes off segmental timbering, Ci Zhongkang are illustrated
Pull segmental timbering and include vertical channel-section steel 1, transverse channel steels 2, being equipped with both notches can be in along what notch slided
" work " font channel-section steel lock 3, the structural representation of the channel-section steel lock 3 include tapered end 301, elastic joint part as shown in Figure 10
302, the tapered end 301 is provided with internal thread, the presence of elastic joint part 302 be in order to which preferably tapered end is fixed on channel-section steel,
Convenient installation, the channel-section steel lock 3 slide into fixed position, the first connector 4, bolt 7 and the channel-section steel along notch direction
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, the first connector 4
Can be selected common two-dimentional connector, this connected mode be using channel-section steel lock 3 and bolt 7 and toothed vertical channel-section steel 1 and
Mechanical snap power, the frictional force of transverse channel steels 2 are fixed.With the vertical channel-section steel 1, relative with the notch of the transverse channel steels 2
Bottom wall on be equipped with flat key shape hole 5, vertical channel-section steel 1, the transverse channel steels 2 also pass through the second connector 6 and the flat key shape
The cooperation in hole 5 is in reinforcement connection, and the structural representation of second connector 6 is as shown in figure 3, second connector is curved
Folded plate and one end are provided with the buckle 601 being integrated with second connector 6.Second connector 6, which includes, is connected in institute
State the buckle 601 in flat key shape hole 5, the support beam 602 that one end is connected with the buckle 601 in knuckle and the support beam
602 other end is in the crossbeam 603 of knuckle connection, cross section/vertical view face of the other end of the crossbeam 603 can be it is circular or
Person's other shapes, the buckle 601 are T-shaped, and buckle 601 is directly connected in the flat key shape hole 5, on the crossbeam 603
Provided with externally threaded screw rod 6031, the screw rod 6031 is through the attaching nut of flat key shape hole 5 or latches the fixed company of completion
Connect.
Such a tension takes off the ingenious existing structure with channel-section steel of segmental timbering, while is 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.This tension, which takes off 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.This tension is taken off after segmental timbering is completed only need to fix one end using existing spare and accessory parts
, installation is simple, convenient, efficient, economical, economical, improves safety coefficient.
Embodiment 2
Such as Fig. 4, shown in Fig. 5, overall schematic and sectional side view that such a tension takes off segmental timbering, Ci Zhongkang are illustrated
Pull segmental timbering and include vertical channel-section steel 1, transverse channel steels 2, being equipped with both notches can be in along what notch slided
" work " font channel-section steel lock 3, the structural representation of the channel-section steel lock 3 include tapered end 301, elastic joint part as shown in Figure 10
302, the tapered end 301 is provided with internal thread, and the channel-section steel lock 3 slides into fixed position, the first connector along notch direction
4th, bolt 7 is connected with channel-section steel lock 3 so that the vertical channel-section steel 1, the L-shaped connection of transverse channel steels 2 and fluting side
To inwardly, the first connector 4 can be selected common two-dimentional connector, this connected mode be using channel-section steel lock 3 and bolt 7 with
Mechanical snap power, the frictional force of toothed vertical channel-section steel 1 and transverse channel steels 2 are fixed.With the vertical channel-section steel 1, with the horizontal stroke
Flat key shape hole 5 is equipped with the bottom wall relative to the notch of channel-section steel 2, vertical channel-section steel 1, the transverse channel steels 2 also connect by second
Fitting 6 and the cooperation in the flat key shape hole 5 are in reinforcement connection, the structural representation of second connector 6 as shown in fig. 6,
Second connector 6 is bending plate and one end is provided with the buckle 601 being integrated with second connector 6, the second connector 6
Include the buckle 601, support beam 602, crossbeam 603, the buckle 601 is T-shaped and passes through arc with the support beam 602
Bending part connection is hooked in the flat key shape hole 5 in hook-shaped with facilitating, the other end and the crossbeam of the support beam 602
603 connect in knuckle, and the cross section of the other end of the crossbeam 603 can be that circle is alternatively other shapes, the crossbeam 603
Hole 6032 is provided with, the second connector 6 coordinates the bolt 7, flat key shape hole 5, hole 6032, nut or the lock company of being fixed
Connect.
Such a tension takes off the ingenious existing structure with channel-section steel of segmental timbering, while is 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.This tension, which takes off 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.This tension is taken off after segmental timbering is completed only need to fix one end using existing spare and accessory parts
, installation is simple, convenient, efficient, economical, economical, improves safety coefficient.
Embodiment 3
Such as Fig. 7, shown in Fig. 8, overall schematic and sectional side view that such a tension takes off segmental timbering, Ci Zhongkang are illustrated
Pull segmental timbering and include vertical channel-section steel 1, transverse channel steels 2, being equipped with both notches can be in along what notch slided
" work " font channel-section steel lock 3, the structural representation of the channel-section steel lock 3 include tapered end 301, elastic joint part as shown in Figure 10
302, the tapered end 301 is provided with internal thread, and the channel-section steel lock 3 slides into fixed position, the first connector along notch direction
4th, bolt 7 is connected with channel-section steel lock 3 so that the vertical channel-section steel 1, the L-shaped connection of transverse channel steels 2 and fluting side
To inwardly, the first connector 4 can be selected common two-dimentional connector, this connected mode be using channel-section steel lock 3 and bolt 7 with
Mechanical snap power, the frictional force of toothed vertical channel-section steel 1 and transverse channel steels 2 are fixed.With the vertical channel-section steel 1, with the horizontal stroke
Flat key shape hole 5 is equipped with the bottom wall relative to the notch of channel-section steel 2, vertical channel-section steel 1, the transverse channel steels 2 also connect by second
Fitting 6 and the cooperation in the flat key shape hole 5 are in reinforcement connection, the structural representation of second connector 6 as shown in figure 9,
Second connector 6 includes the branch that the buckle 601 for being connected in the flat key shape hole 5, one end and buckle 601 are in knuckle connection
Support beam 602, it is in the crossbeam 603 that knuckle is connected with the other end of support beam 602, buckle 601 and crossbeam 603 are T-shaped, buckle
In flat key shape hole 5 on the vertical channel-section steel 1 of 601 clampings, crossbeam 603 is connected in the flat key shape hole 5 in transverse channel steels 2, passes through change
The position of channel-section steel is changed, this part is assembled according to installation diagram.
Such a tension takes off the ingenious existing structure with channel-section steel of segmental timbering, while is 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.This tension, which takes off 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.This tension takes off segmental timbering without bolt, non-porous, simple in construction to be easy to get, and installs, grafting
It is convenient, improve safety coefficient.
Claims (5)
1. a kind of tension takes off segmental timbering, it is characterised in that includes vertical channel-section steel (1), transverse channel steels (2), 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 (301), elastic joint part (302), the tapered end (301) are provided with internal thread, the first connector (4), bolt (7) and the groove
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 bottom wall with the transverse channel steels (1), relative with the notch of the vertical channel-section steel (2), it is described perpendicular
Also it is in reinforcement connection to channel-section steel (1), transverse channel steels (2) by the second connector (6) and the cooperation of the flat key shape hole (5),
Second connector (6) is bending plate and one end is provided with the buckle (601) being integrated with second connector (6).
2. a kind of tension according to claim 1 takes off segmental timbering, it is characterised in that second connector (6) includes
There is the support beam that the buckle (601) for being connected in the flat key shape hole (5), one end are connected with the buckle (601) in knuckle
(602) it is in, the crossbeam (603) that knuckle is connected with the other end of the support beam (602), the buckle (601) is T-shaped, in institute
State crossbeam (603) and be provided with and coordinate spiral shell through the flat key shape hole (5) with externally threaded screw rod (6031), the screw rod (6031)
Female or lock completion is fixedly connected.
3. a kind of tension according to claim 1 takes off segmental timbering, it is characterised in that second connector (6) includes
There are the buckle (601), support beam (602), crossbeam (603), the buckle (601) is T-shaped and led to the support beam (602)
Cross the connection of arc fold bending portion to be hooked in the flat key shape hole (5) to facilitate in hook-shaped, the other end of the support beam (602)
It is connected with the crossbeam (603) in knuckle, the crossbeam (603) is provided with hole (6032), and the second connector (6) coordinates the spiral shell
Bolt (7), flat key shape hole (5), hole (6032), nut or lock are fixedly connected.
4. a kind of tension according to claim 2 or 3 takes off segmental timbering, it is characterised in that the crossbeam (603)
The cross section of outer end is circle.
5. a kind of tension according to claim 1 takes off segmental timbering, it is characterised in that second connector (6) includes
There is the support beam (602) that the buckle (601), one end are connected with the buckle (601) in knuckle, with the support beam (602)
The other end be in knuckle connection crossbeam (603), the buckle (601) and the support beam (602) are T-shaped.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721024488.7U CN207080792U (en) | 2017-08-15 | 2017-08-15 | A kind of tension takes off segmental timbering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721024488.7U CN207080792U (en) | 2017-08-15 | 2017-08-15 | A kind of tension takes off segmental timbering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207080792U true CN207080792U (en) | 2018-03-09 |
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ID=61420344
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721024488.7U Active CN207080792U (en) | 2017-08-15 | 2017-08-15 | A kind of tension takes off segmental timbering |
Country Status (1)
| Country | Link |
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| CN (1) | CN207080792U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109915446A (en) * | 2018-07-03 | 2019-06-21 | 苏州华固建筑配套工程有限公司 | A kind of holder combination |
| CN111894638A (en) * | 2020-08-07 | 2020-11-06 | 无锡广兴东茂科技有限公司 | Opening supporting steel structure for coal mine mining |
| CN109915446B (en) * | 2018-07-03 | 2024-05-14 | 苏州华固建筑配套工程有限公司 | Support combination |
-
2017
- 2017-08-15 CN CN201721024488.7U patent/CN207080792U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109915446A (en) * | 2018-07-03 | 2019-06-21 | 苏州华固建筑配套工程有限公司 | A kind of holder combination |
| CN109915446B (en) * | 2018-07-03 | 2024-05-14 | 苏州华固建筑配套工程有限公司 | Support combination |
| CN111894638A (en) * | 2020-08-07 | 2020-11-06 | 无锡广兴东茂科技有限公司 | Opening supporting steel structure for coal mine mining |
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| 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. |