CN211899034U - Multidirectional no idle stroke low friction resistance anti-pulling device and shock insulation layer adopting same - Google Patents
Multidirectional no idle stroke low friction resistance anti-pulling device and shock insulation layer adopting same Download PDFInfo
- Publication number
- CN211899034U CN211899034U CN202020522623.6U CN202020522623U CN211899034U CN 211899034 U CN211899034 U CN 211899034U CN 202020522623 U CN202020522623 U CN 202020522623U CN 211899034 U CN211899034 U CN 211899034U
- Authority
- CN
- China
- Prior art keywords
- fixed cross
- pulling
- cross beam
- shock insulation
- seat
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Images
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model relates to a building structure engineering technical field, concretely relates to multidirectional nothing idle stroke low friction resistance stretch-proofing pull out device and adopt this stretch-proofing shock insulation layer of pulling out device, the stretch-proofing pull out device, pull out the subassembly and pull out the subassembly with lower stretch-proofing including last stretch-proofing, go up the stretch-proofing pull out subassembly and link to each other with top building structure, the subassembly is pulled out to lower stretch-proofing, goes up the stretch-proofing pull out the subassembly and pulls out the buckle roof beam including preventing, and lower stretch-proofing pull out the subassembly and including fixed cross beam, prevent to carry and pull out the buckle roof beam and be located the fixed cross beam downside, prevent to carry and to pull out and be sliding fit between the upside of buckle roof beam. The anti-pulling device has the advantages that the anti-pulling device has good service life and use reliability, and effectively overcomes the defects and shortcomings of the prior art that the acting idle stroke is short, the friction resistance is high, the normal work of a shock insulation layer is adversely affected, the tensile component and the connection strength are insufficient, and the like; and the stress of the component is more clear, which is beneficial to the accurate mechanical analysis and structural design.
Description
Technical Field
The utility model relates to a building structure engineering technical field, concretely relates to multidirectional nothing idle stroke low friction resistance anti-pulling device and adopt this anti-pulling device's shock insulation layer.
Background
With the rapid development of social economy, the rapid promotion of urban and rural integrated construction and the severe earthquakes such as Wenchuan earthquake, Yaan earthquake and the like which occur in China in recent years, extremely serious life and property losses are caused to the masses of people, the consciousness of all the communities to the earthquake-proof safety level of buildings is unprecedentedly improved, and the building earthquake-isolation technology is used as a scientific and effective building earthquake-proof advanced technology and is more and more widely applied to the building engineering projects such as schools, hospitals, emergency rescue centers, high-rise residences and the like in earthquake areas in China.
The laminated rubber shock insulation support is a shock insulation device commonly used in building shock insulation engineering at present, however, the tensile bearing capacity of the shock insulation device is low, so when the laminated rubber shock insulation support is applied to a high-intensity earthquake area, particularly a high-rise building of the high-intensity earthquake area, the shock insulation rubber support is easy to be pulled under the action of the overturning moment of an upper structure.
The tensile property of the shock insulation rubber support is poor, on one hand, the shock insulation rubber support cannot provide tensile pulling-resistant constraint for a building structure, on the other hand, when the shock insulation rubber support is axially stretched, the shock insulation rubber support is extremely easy to damage, even if the shock insulation rubber support does not have too large damage in appearance, the interior of the shock insulation rubber support is easy to form a negative pressure state to generate a lot of damage, the reliability of the shock insulation rubber support is greatly reduced, and serious potential safety hazards are caused, so that the tensile stress of the shock insulation support is regulated in GB50011-2010 anti-seismic design Specification that the tensile stress of the shock insulation.
In order to solve the problem, the shock insulation rubber support that has tensile function appears in people's the field of vision, with regard to the shock insulation rubber support of present tensile function, its primary structure increases the anti-tensile structure of pulling out on traditional shock insulation rubber support, this anti-tensile structure of pulling out is used for resisting the vertical pulling force that superstructure applied to shock insulation rubber support, this kind of mode has solved the above-mentioned problem that present shock insulation rubber support faces to a certain extent, however, utility model discovery in further research and development design, shock insulation rubber support that has tensile function still exists not enoughly at present, specifically as follows:
on one hand, because the shock insulation rubber support and the anti-pulling structure are integrated, the stress condition at the position is complex, the difficulty of carrying out accurate mechanical analysis is great, and great troubles are brought to design work and construction work;
on the other hand, the existing shock insulation rubber support with the tensile function is not designed with the degree of freedom in the horizontal direction, or only designed with the degree of freedom in a certain direction, so that the arrangement of the shock insulation rubber support with the tensile function may bring extremely adverse effects on horizontal displacement of a shock insulation layer, further complicate the mechanical analysis of a building structure, and particularly in a complex stress state, when a building above the shock insulation rubber support has a horizontal displacement or displacement trend relative to a structure below the shock insulation layer, the tensile structure is easily damaged and fails.
Therefore, based on the above, it is desirable to design a pull-out resistant device that is beneficial to precise mechanical analysis and has a long service life and good reliability.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a: aiming at the problems of the existing anti-pulling device, the anti-pulling device which is beneficial to accurate mechanical analysis and has long service life and good reliability is provided.
In order to realize the purpose of the utility model, the utility model provides a following technical scheme:
the utility model provides a multidirectional no idle stroke low friction hinders anti-drawing device, includes that the tensile pulls out the subassembly and pulls out the subassembly down, it pulls out the subassembly and links to each other with top building structure to go up the tensile, the tensile subassembly that pulls out links to each other with below building structure down, it pulls out the subassembly including preventing carrying the pull buckle roof beam to go up the tensile, the tensile subassembly that pulls out is including fixed crossbeam down, it is located to prevent carrying the pull buckle roof beam fixed crossbeam downside, prevent carrying the pull buckle roof beam upside and be sliding fit between the downside of fixed crossbeam.
The anti-pulling device is divided into an upper anti-pulling component and a lower anti-pulling component, wherein the upper anti-pulling component is connected with an upper building structure and follows the upper building structure; furthermore, in the scheme, the fixed cross beam and the anti-pulling buckle beam are in sliding fit, when the upper building structure has horizontal displacement or displacement trend, the anti-pulling buckle beam slides along the fixed cross beam, so that horizontal deformation of the upper building structure and the shock insulation layer is not influenced, for example, during earthquake, the upper building structure and the shock insulation layer are not restrained by normally generating free horizontal deformation, the normal horizontal deformation of the upper building and the shock insulation layer is ensured, the upward transmission of earthquake energy is blocked, meanwhile, the risk that the anti-pulling device is damaged due to horizontal impact is avoided, and the service life and the use reliability of the anti-pulling device are also improved; furthermore, because the tensile device of drawing of this application can not form the restraint to building structure in the horizontal direction, so, compare in the tensile shock insulation rubber support that draws of integral type, the component atress is more clear, carries out the structural design in-process, has reduced the atress analysis degree of difficulty by a wide margin, does benefit to and carries out accurate mechanical analysis and structural design, further improves building structure and tensile life and the operational reliability who draws the device.
Preferably, a low friction layer is provided on the upper side of the anti-lifting buckle beam and/or the lower side of the fixed cross beam. The low friction layer is made of a material with a low friction coefficient, and in the scheme, the friction coefficient of the low friction layer is smaller than 0.1.
As a preferred technical scheme, the low-friction layer of the fixed cross beam is a stainless steel layer, and the low-friction layer of the anti-lifting buckle beam is a polytetrafluoroethylene plate.
As a preferred technical scheme, the low-friction layer of the fixed cross beam is a polytetrafluoroethylene plate, and the low-friction layer of the anti-lifting buckle beam is a polytetrafluoroethylene plate.
As a preferable technical scheme, an idle-stroke-preventing prepressing elastic layer is further arranged between the anti-lifting buckle beam and the low-friction layer. In the scheme of this application, the anti-idle-stroke pre-compaction elastic layer adopt to make with elastic material, for example for the cushion who chooses for use rubber materials to make, the elasticity coefficient and the thickness of anti-idle-stroke pre-compaction elastic layer ensure in the building work progress, and anti-idle-stroke pre-compaction elastic layer is the extrusion state, and after the building construction is accomplished, make fixed cross beam's low friction layer with it does not have the clearance or does not have too big clearance to prevent between the low friction layer of carrying the fastener roof beam, and then avoid or reduce between the two because of the too big impact and the hard collision that leads to in clearance. In the scheme, after the construction of the building is finished, the state between the low friction layer of the fixed cross beam and the low friction layer of the anti-lifting buckle beam can be a clearance fit state or a non-extrusion contact state or a slight extrusion state, wherein the non-extrusion contact state is that the low friction layer of the fixed cross beam is in contact with the low friction layer of the anti-lifting buckle beam, but no pressure exists between the low friction layer of the fixed cross beam and the low friction layer of the anti-lifting buckle beam; the light compression state is such that the compression strength does not excessively hinder the relative sliding of the two low-friction layers.
As a preferred technical scheme, the upper anti-pulling assembly further comprises two first connecting seats which are arranged at intervals, the first connecting seats correspond to two ends of the anti-pulling buckle beam, a first upright post is arranged between the first connecting seats and the anti-pulling buckle beam, and the first upright post is of a columnar structure.
According to a preferable technical scheme, the first connecting seat comprises a first seat plate and a plurality of first reinforcing rib plates, the first upright columns are arranged on the first seat plate and connected with the first seat plate in a welding mode, the first reinforcing rib plates are arranged on the first seat plate in a surrounding mode, and the first reinforcing rib plates are connected with the first upright columns and the first seat plate in a welding mode.
As a preferable technical solution, the joint between the first column and the first seat plate is full welded, and the joint between the first reinforcing rib plate and the first column and the first seat plate is full welded.
As a preferable technical scheme, the first seat plate is further connected with a plurality of first anchor bars for anchoring the first seat plate on a top floor, one side of the top floor facing the first seat plate is further provided with first sleeves corresponding to the first anchor bars, and each first sleeve is sleeved outside the corresponding first anchor bar.
As a preferred technical scheme, the lower anti-pulling component further comprises two second connecting seats which are arranged at intervals, the second connecting seats correspond to two ends of the fixed cross beam, a second upright column is arranged between the second connecting seats and the fixed cross beam and is of a columnar structure, each second connecting seat comprises a second seat plate and a second reinforcing rib plate, the second upright columns are arranged on the second seat plates and are connected with the second seat plates in a welding mode, the second reinforcing rib plates are a plurality of reinforcing rib plates, the second reinforcing rib plates surround the second upright columns and are arranged on the second seat plates, and the second reinforcing rib plates are connected with the second upright columns and the second seat plates in a welding mode.
According to a preferable technical scheme, the seam between the second upright column and the second seat plate is fully welded, and the seam between the second reinforcing rib plate and the second upright column and the second seat plate is fully welded.
As a preferable technical scheme, the second seat plate is further connected with a plurality of second anchor bars for anchoring the second seat plate on a bottom floor, a second sleeve corresponding to the second anchor bars is further arranged on one side of the bottom floor facing the second seat plate, and each second sleeve is sleeved outside the corresponding second anchor bar.
As a preferred technical scheme, the anti-lifting buckle beam is perpendicular to the fixed cross beam.
As a preferred technical scheme, the anti-pulling buckle beam and/or the fixed cross beam are steel structures.
As a preferable technical scheme, the anti-pulling buckle beam and/or the fixed cross beam are of a steel pipe concrete structure.
As a preferred technical scheme, the anti-lifting buckle beam and/or the fixed cross beam are of a reinforced concrete structure.
The application also discloses a shock insulation layer adopting the anti-pulling device,
the utility model provides a shock insulation layer, including a plurality of last buttress and with go up the lower pier that the buttress is relative go up and be provided with rubber shock insulation support between buttress and the lower pier go up and be provided with the top superstructure between the buttress top be provided with the bottom superstructure between the lower buttress, shock insulation layer still includes foretell tensile and pulls out the device, the tensile device setting of pulling out is in between the rubber support, and with go up the buttress and separate mutually with the lower pier, the tensile subassembly of pulling out of going up of tensile device with the top superstructure is connected, the tensile subassembly of pulling out down with the bottom superstructure is connected. According to the shock insulation layer, the anti-pulling device is matched with the shock insulation rubber support, and the anti-pulling device does not influence the normal free horizontal deformation of the shock insulation layer under the action of an earthquake; when the shock insulation layer generates a large overturning moment, the anti-lifting buckle beam generates a lifting trend and displacement, and is restrained and acted by the fixed cross beam to form a pulling resistance force which shares part of pulling force for the shock insulation support, so that the rubber shock insulation support is prevented from bearing excessive pulling force to generate tensile damage, the overturning moment of the structure is increased, the overturning damage of the structure is avoided, in addition, the anti-lifting device and the shock insulation rubber support are arranged in a separated mode, the stress is clear, accurate stress analysis and mechanical design are conveniently carried out, the reliability of the structural design is improved, and the use stability and the reliability of the structure are further improved.
As a preferred technical scheme, the upper anti-drawing component is connected to the beam body or pier body of the top floor system, and the lower anti-drawing component is connected to the beam body or pier body of the bottom floor system.
Compared with the prior art, the beneficial effects of the utility model are that:
the anti-pulling device has the advantages of being good in service life and use reliability, effectively eliminating the defects and shortcomings of the prior art that the acting idle stroke is existed, the friction resistance is high, the normal work of a shock insulation layer is adversely affected, and the tensile component and the connection strength are insufficient.
In the scheme, the fixed cross beam and the anti-pulling buckle beam are in sliding fit, when the upper building structure has horizontal displacement or displacement trend, the anti-pulling buckle beam slides along the fixed cross beam without influencing the horizontal deformation of the upper building structure and the shock insulation layer, the normal horizontal deformation of the upper building and the shock insulation layer is ensured, the upward transmission of seismic energy is blocked, and meanwhile, the risk that the anti-pulling device is damaged due to horizontal impact is avoided, so that the service life and the service reliability of the anti-pulling device are also improved;
because the anti-pulling device does not form restraint on the building structure in the horizontal direction, compared with an integrated anti-pulling shock insulation rubber support, the anti-pulling shock insulation rubber support has the advantages that the stress of a member is more clear, the stress analysis difficulty is greatly reduced in the structural design process, the accurate mechanical analysis and structural design are facilitated, and the service life and the service reliability of the building structure and the anti-pulling device are further improved;
by arranging the low-friction layer, the abrasion degree between the anti-pulling buckle beam and the fixed cross beam is reduced, and the service life and the service reliability of the anti-pulling device are further improved;
the stainless steel layer covers the lower side face of the fixed cross beam, the stainless steel has good structural strength and rigidity, and is provided with a smooth surface, so that the friction coefficient of a friction interface can be greatly reduced, and the restriction of the anti-pulling device on a building structure in the horizontal direction is further reduced while the abrasion is reduced.
The polytetrafluoroethylene plate has extremely low friction coefficient, so that the restriction on horizontal deformation of the building shock insulation layer in the horizontal direction is further reduced to the maximum extent while the friction interface abrasion is further reduced;
the arrangement of the idle stroke preventing prepressing elastic layer is generally the construction from bottom to top in the construction of a building structure, along with the increase of the weight of the building structure above, a rubber support at the position of a shock insulation layer is gradually compressed, so that the gap between a fixed cross beam and a lifting buckle preventing beam is gradually increased, and because of the existence of the gap, when the building structure is subjected to the action of overturning moment, the fixed cross beam and the lifting buckle preventing beam are impacted, the instant impact of the hard impact is extremely large, the fixed cross beam and the lifting buckle preventing beam are easily damaged, and further the anti-drawing device fails or the service life is greatly shortened, therefore, in the application, the idle stroke preventing prepressing elastic layer is arranged and is made of an elastic material, when the shock insulation layer structure is constructed, the idle stroke preventing prepressing elastic layer is in a compressed state firstly, along with the increase of the construction of the building structure, although the rubber support can still be compressed, so that the gap between the fixed cross beam and the lifting buckle preventing beam is increased, but the anti-idle-stroke prepressing elastic layer is gradually recovered, so that the fixed cross beam and the low-friction layer on the anti-lifting buckle beam are always contacted, and after the construction of the building above the fixed cross beam and the anti-lifting buckle beam is finished, the low module layers of the fixed cross beam and the anti-lifting buckle beam are in contact or in small clearance fit or in slight extrusion state, so that once the shock insulation support bears the tension under the action of the overturning load of the upper structure, the anti-lifting buckle beam and the fixed cross beam can be immediately mutually abutted to form a resistance mechanism to share most of the tension, thereby avoiding the shock insulation support from being damaged by tension, and in addition, the damage caused by hard collision between the fixed cross beam and the anti-lifting buckle beam due to the clearance can be avoided or reduced, the safety of the structure is greatly improved, the service life is greatly prolonged, and the noise caused by impact is also greatly; the anti-idle-stroke pre-pressing elastic layer can also play a good buffering effect, and when the anti-idle-stroke buckle beam is lifted by an upper building structure to impact the fixed cross beam, the anti-idle-stroke pre-pressing elastic layer provides buffering, so that the risk of damage of the anti-idle-stroke buckle beam due to overlarge impact is reduced;
in the scheme of the application, the first connecting seat is used for being fixedly connected with a top floor of a shock insulation layer of a building, and the anti-lifting buckle beam and the top floor of the shock insulation layer are separated through the arrangement of the first upright post, so that a sufficient space is ensured for arranging the fixed cross beam; moreover, the sliding space between the fixed cross beam and the anti-pulling buckle beam can be controlled by controlling the distance between the two first stand columns, so that the restriction of the anti-pulling device on the horizontal direction of the building structure is further conveniently avoided; in the scheme of the application, the columnar structure of the first upright column is a corresponding plate-shaped structure, and when the columnar structure of the first upright column bears bending moment and horizontal component force, more reliable support and connection can be provided compared with the plate-shaped structure, so that the damage risk is reduced, and the structural reliability and the service life of the anti-pulling device are greatly improved; but also can reliably push the anti-lifting buckle beam to horizontally move together with the upper floor system at the top of the shock insulation layer;
in actual stress, the first upright post is also under the action of bending moment and horizontal component force, and all seams between the first upright post and the anti-pulling buckle beam are fully welded, so that the structural safety and reliability of the anti-pulling device are further ensured;
furthermore, when the building structure is subjected to the action of overturning moment, on one hand, the action force situation is complex and various, and on the other hand, the fixed cross beam and the anti-lifting buckle beam are in sliding fit, so that the stress of the first stand columns at two ends of the anti-lifting buckle beam is usually not uniform, and under the extremely unfavorable condition, the stress of the first stand column at one end is far greater than that of the first stand column at the other end, so that in the application, the first connecting seat greatly improves the structural strength of the first connecting seat and the first stand column through the mode of adding the reinforcing rib plates, and greatly increases the number of welding seams formed between the first stand column and the first connecting seat, so that the connecting strength of the first stand column is greatly improved, and the risk that the connecting strength of the first stand column at one side is damaged and fails due to overlarge single-side stress is reduced;
the anti-lifting buckle beam is vertical to the fixed cross beam, so that the anti-lifting buckle beam and the fixed cross beam both have long enough sliding matching ends, the requirement of sliding distance is reliably met, and the reliability of applying anti-lifting constraint on the anti-lifting buckle beam by the fixed cross beam is also ensured;
by adopting a steel structure, on the premise of providing the same constraint capacity, the cross-sectional dimension and the occupied space of the component can be reduced to the maximum extent, so that the requirement of the whole degree reducing device on the installation space is met;
by adopting the steel pipe concrete structure, on the premise of providing the same constraint capacity, the using amount of steel can be greatly reduced, so that the manufacturing cost of the device is greatly reduced, and the abrasion caused by sliding friction can be reliably reduced, so that the service life and the reliability of the anti-pulling device are greatly improved;
according to the shock insulation layer, the anti-pulling device is matched with the shock insulation rubber support, and the anti-pulling device does not influence the normal free horizontal deformation of the shock insulation layer under the action of an earthquake; when the shock insulation layer generates a large overturning moment, the anti-lifting buckle beam generates a lifting trend and displacement, and is restrained and acted by the fixed cross beam to form a pulling resistance force which shares part of pulling force for the shock insulation support, so that the rubber shock insulation support is prevented from bearing excessive pulling force to generate tensile damage, the overturning moment of the structure is increased, the overturning damage of the structure is avoided, in addition, the anti-lifting device and the shock insulation rubber support are arranged in a separated mode, the stress is clear, accurate stress analysis and mechanical design are conveniently carried out, the reliability of the structural design is improved, and the use stability and the reliability of the structure are further improved.
Description of the drawings:
FIG. 1 is a schematic structural diagram of one embodiment of a drawing-resistant device arranged on a seismic isolation layer;
FIG. 2 is a schematic view of the structure of FIG. 1 from another perspective;
FIG. 3 is an enlarged view of a portion of FIG. 2 at A;
FIG. 4 is a schematic top view of the anti-lifting buckle beam and the fixed cross beam after being matched;
figure 5 is an enlarged view of a portion of figure 2 at B,
the following are marked in the figure: 1-lifting-prevention buckle beam, 2-fixed cross beam, 3-stainless steel layer, 4-polytetrafluoroethylene plate, 5-idle distance prepressing elastic layer, 6-first connecting seat, 7-first upright post, 8-second connecting seat, 9-second upright post, 10-upper buttress, 11-lower buttress, 12-shock insulation rubber support, 13-beam body of top floor system, 14-beam body of bottom floor system, 15-first seat plate, 16-first reinforcing rib plate, 17-first sleeve, 18-first anchor bar, 19-second seat plate, 20-second reinforcing rib plate, 21-second sleeve and 22-second anchor bar.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings. It is to be understood that the embodiments described are only some of the embodiments of the present invention, and not all of them.
Thus, the following detailed description of the embodiments of the present invention is not intended to limit the scope of the invention as claimed, but is merely representative of some embodiments of the invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.
It should be noted that, in the present invention, the embodiments and the features and technical solutions in the embodiments may be combined with each other without conflict.
It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures.
In the description of the present invention, it should be noted that the terms "upper" and "lower" indicate the orientation or position relationship based on the orientation or position relationship shown in the drawings, or the orientation or position relationship that the utility model is usually placed when using, or the orientation or position relationship that the skilled person usually understands, and such terms are only for convenience of describing the present invention and simplifying the description, but do not indicate or imply that the device or element that is referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be interpreted as limiting the present invention. Furthermore, the terms "first," "second," and the like are used merely to distinguish one description from another, and are not to be construed as indicating or implying relative importance.
Example 1, as shown in figures 1-5:
the utility model provides a multidirectional no idle stroke low friction hinders anti-drawing device, includes that the tensile pulls out the subassembly and pulls out the subassembly down, it pulls out the subassembly and links to each other with top building structure to go up the tensile, the tensile subassembly that pulls out links to each other with below building structure down, it pulls out the subassembly including preventing carrying and detains roof beam 1 to go up the tensile, the tensile subassembly that pulls out is including fixed crossbeam 2 down, it is located to prevent carrying and detains roof beam 1 fixed crossbeam 2 downside, prevent carrying and to pull and detain the upside of roof beam 1 and be sliding fit between the downside of fixed crossbeam 2.
The anti-pulling device of the embodiment comprises an upper anti-pulling component and a lower anti-pulling component, wherein the upper anti-pulling component is connected with an upper building structure and follows the upper building structure, when the upper building structure generates overturning moment, the anti-pulling buckle beam 1 generates upward displacement or displacement trend, and the upward displacement and the displacement trend of the anti-pulling buckle beam 1 are restrained by the fixing beam 2 because the fixing beam 2 is positioned on the upper side of the anti-pulling buckle beam 1; furthermore, in the scheme, the fixed cross beam 2 is in sliding fit with the anti-pulling buckle beam 1, and when the upper building structure has horizontal displacement or displacement trend, the anti-pulling buckle beam 1 slides along the fixed cross beam 2, so that on one hand, horizontal deformation of the upper building structure and the shock insulation layer is not influenced, for example, during earthquake, free horizontal deformation of the upper building structure and the shock insulation layer can not be restrained, and the risk that the anti-pulling device is damaged due to horizontal impact is avoided while the normal horizontal deformation of the upper building and the shock insulation layer is ensured to release earthquake impact energy, so that the service life and the use reliability of the anti-pulling device are also improved; furthermore, because the anti-pulling device of the embodiment can not form restraint on the building structure in the horizontal direction, compared with the integrated anti-pulling shock insulation rubber support 12, the stress of the member is more clear, the stress analysis difficulty is greatly reduced in the structural design process, the accurate mechanical analysis and structural design are facilitated, and the service life and the service reliability of the building structure and the anti-pulling device are further improved.
Example 2, as shown in figures 1-5:
on the basis of the embodiment 1, further, a low friction layer is arranged on the upper side of the anti-lifting buckle beam 1 and/or the lower side of the fixed cross beam 2. The low friction layer is made of a material with a low friction coefficient, and in the scheme, the friction coefficient of the low friction layer is smaller than 0.1. Because the anti-pulling buckle beam 1 is in sliding friction fit with the fixed cross beam 2, after the anti-pulling buckle beam is used for a long time, adverse effects are brought to the service life and the service reliability of the anti-pulling device due to excessive abrasion, in the mode, the abrasion degree between the anti-pulling buckle beam 1 and the fixed cross beam 2 is reduced by arranging the low-friction layer, and the service life and the service reliability of the anti-pulling device are further improved.
In a preferred embodiment, the low friction layer of the fixed beam 2 is a stainless steel layer 3, and the low friction layer of the anti-lifting buckle beam 1 is a polytetrafluoroethylene plate 4. The stainless steel layer 3 covers the lower side surface of the fixed cross beam 2, the stainless steel has good structural strength and rigidity, and has a smooth surface, the friction coefficient of a friction interface can be greatly reduced, the restriction of the anti-pulling device on the building structure in the horizontal direction is further reduced while the abrasion is reduced, and the polytetrafluoroethylene plate 4 has an extremely low friction coefficient, so that the restriction on the building structure in the horizontal direction is further reduced while the abrasion of the friction interface is further reduced.
As a preferred embodiment, this preferred embodiment is shown in the figures, the low friction layer of the fixing cross beam is a teflon plate, and the low friction layer of the anti-lifting buckle beam is a teflon plate. In this way, the technical effects described above can also be achieved.
In a preferred embodiment, a rubber pad anti-idle-stroke prepressing elastic layer 5 is further arranged between the anti-lifting buckle beam 1 and the wear-resistant layer low-friction layer thereof. In this scheme, the anti-idle-stroke pre-pressed elastic layer 5 is made of an elastic material, for example, an elastic cushion made of a rubber material, and the elastic coefficient and the thickness of the anti-idle-stroke pre-pressed elastic layer 5 ensure that the anti-idle-stroke pre-pressed elastic layer 5 is in an extrusion state in the building construction process, so that no gap or no overlarge gap exists between the low-friction layer of the fixed cross beam 2 and the low-friction layer of the anti-lifting buckle beam 1 after the building construction is completed, and further, the impact and hard collision caused by the overlarge gap between the two layers are avoided or reduced. In the scheme, after the construction of a building is finished, the state between the low friction layer of the fixed cross beam 2 and the low friction layer of the anti-lifting buckle beam 1 can be a clearance fit state or a non-extrusion contact state or a slight extrusion state, wherein the non-extrusion contact state is that the low friction layer of the fixed cross beam 2 is in contact with the low friction layer of the anti-lifting buckle beam 1, but no pressure exists between the two; the light compression state is such that the compression strength does not excessively hinder the relative sliding of the two low-friction layers. The arrangement of the idle stroke preventing pre-pressing elastic layer 5 is generally the construction from bottom to top in the construction of a building structure, along with the increase of the weight of the building structure above, the shock insulation rubber support 12 at the shock insulation layer is gradually compressed, so that the gap between the fixed cross beam 2 and the anti-lifting buckle beam 1 is gradually increased, and because of the existence of the gap, when the building structure is subjected to the action of overturning moment, the fixed cross beam 2 and the anti-lifting buckle beam 1 are impacted, the instant impact of the hard impact is extremely large, the fixed cross beam 2 and the anti-lifting buckle beam 1 are extremely easy to damage, so that the anti-pulling device fails, or the service life is greatly shortened, therefore, in the application, the idle stroke preventing pre-pressing elastic layer 5 is made of elastic materials, when the shock insulation layer structure is constructed, the idle stroke preventing pre-pressing elastic layer 5 is firstly in a compressed state, and along with the increase of the construction of the building structure, although the shock insulation rubber support 12 is still compressed to cause the increase of the gap between the fixed cross beam 2 and the anti-lifting buckle beam 1, the anti-idle-stroke prepressing elastic layer 5 is gradually recovered to enable the low friction layers on the fixed cross beam 2 and the anti-lifting buckle beam 1 to be always contacted, and after the construction of the building above is finished, the low friction layers of the fixed cross beam 2 and the anti-lifting buckle beam 1 are in a contact state or in a small clearance fit state or in a slight extrusion state, so that the damage caused by hard collision between the fixed cross beam 2 and the anti-lifting buckle beam 1 due to the gap is avoided or reduced, the structural safety is greatly improved, the service life is greatly prolonged, and the noise caused by impact is also greatly reduced; and prevent that idle stroke pre-compaction elastic layer 5 can also play good buffering effect, when preventing carrying to draw buckle roof beam 1 and being carried by the building structure of top and draw and form the impact to fixed cross beam 2, prevent that idle stroke pre-compaction elastic layer 5 provides the buffering, reduces and resists to carry the risk of drawing the device because of assaulting the too big damage.
In a preferred embodiment, in addition to the above-described aspect, the thickness of the anti-backlash pre-stress elastic layer 5 is set such that the polytetrafluoroethylene plate 4 and the stainless steel plate are in contact with each other, and the anti-backlash pre-stress elastic layer 5 is elastically compressed. Thus, elimination of backlash is further ensured.
Example 3, as shown in figures 1-5:
on the basis of embodiment 1 or 2, further, the upper anti-pulling component further includes two first connection seats 6 arranged at intervals, the first connection seats 6 correspond to two ends of the anti-pulling buckle beam 1, a first upright post 7 is disposed between the first connection seats 6 and the anti-pulling buckle beam 1, and the first upright post 7 is of a columnar structure. The first connecting seat 6 is used for being fixedly connected with a top floor of a shock insulation layer of a building, the anti-lifting buckle beam 1 and the top floor of the shock insulation layer are separated through the arrangement of the first upright post 7, and a sufficient space is ensured for arranging the fixed cross beam 2; moreover, the sliding space between the fixed cross beam 2 and the anti-pulling buckle beam 1 can be controlled by controlling the distance between the two first upright posts 7, so that the restriction of the anti-pulling device of the embodiment on the horizontal direction of the building structure is further conveniently avoided; in the actual stress process of the building structure, the moment is usually generated, and for the anti-pulling device, although the force is mainly applied in the vertical direction, in the actual stress process, for example, the force is generated in the form of overturning moment under the action of earthquake or wind load, so that the bending moment and the component force in the horizontal direction are usually also present on the first upright post 7, therefore, in the scheme of the embodiment, the columnar structure of the first upright post 7 is a corresponding plate-shaped structure, and compared with the plate-shaped structure, the columnar structure can provide more reliable support and connection when bearing the bending moment and the horizontal component force, so that the risk of damage is reduced, and the structural reliability and the service life of the anti-pulling device are greatly improved; but also can reliably push the anti-lifting buckle beam 1 to horizontally move together with the top floor of the shock insulation layer above.
In a preferred embodiment, the first connecting seat 6 includes a first seat plate 15 and a plurality of first reinforcing rib plates 16, the first upright post 7 is disposed on the first seat plate 15 and connected to the first seat plate 15 by welding, the first reinforcing rib plates 16 are arranged on the first seat plate 15 around the first upright post 7, and the first reinforcing rib plates 16 are connected to the first upright post 7 and the first seat plate 15 by welding.
In a preferred embodiment, the joint between the first pillar 7 and the first seat plate 15 is full welded, and the joint between the first reinforcing rib plate 16 and the first pillar 7 and the first seat plate 15 is full welded.
As a preferred embodiment, a plurality of first anchor bars 18 for anchoring the first seat plate 15 to a top floor are further connected to the first seat plate 15, a first sleeve 17 corresponding to the first anchor bars 18 is further disposed on one side of the top floor facing the first seat plate 15, and each first sleeve 17 is sleeved outside the corresponding first anchor bar 18.
As a preferred embodiment, the lower anti-pulling component further includes two second connection seats 8 arranged at intervals, the second connection seats 8 correspond to two ends of the fixed cross beam, a second upright post 9 is arranged between the second connection seats 8 and the fixed cross beam, the second upright post 9 is of a columnar structure, the second connection seats 8 include second seat plates 19 and second rib plates 20, the second upright posts 9 are arranged on the second seat plates 19 and connected with the second seat plates 19 in a welding manner, the second rib plates 20 are a plurality of, the second rib plates 20 are arranged on the second seat plates 19 around the second upright posts 9, and the second rib plates 20 are connected with the second upright posts 9 and the second seat plates 19 in a welding manner.
In a preferred embodiment, the joint between the second column 9 and the second seat plate 19 is full welded, and the joint between the second reinforcing rib plate 20 and the second column 9 and the second seat plate 19 is full welded.
As a preferred embodiment, a plurality of second anchor bars 22 for anchoring the second seat plate 19 to a bottom floor are further connected to the second seat plate 19, a second sleeve 21 corresponding to the second anchor bars 22 is further disposed on one side of the bottom floor facing the second seat plate 19, and each second sleeve 21 is sleeved outside the corresponding second anchor bar 22.
In the above embodiment, when the building structure is subjected to the overturning moment, on one hand, the acting force situation is complicated and various, on the other hand, the fixed cross beam 2 and the anti-lifting buckle beam 1 are in sliding fit, therefore, the first columns 7 at both ends of the anti-lifting buckle beam 1 are not stressed uniformly in general, and in an extremely unfavorable condition, the force applied to the first upright post 7 at one end is far greater than that applied to the first upright post 7 at the other end, therefore, in this embodiment, the first connection seat 6 is provided with the first reinforcing rib 16, so as to greatly improve the structural strength of the first connection seat 6 and the first column 7, and greatly increase the number of welding seams formed between the first column 7 and the first connection seat 6, so as to greatly improve the connection strength of the first column 7, further reducing the risk of damage and failure of the connection strength of the first upright post 7 on one side caused by overlarge stress on one side; in a similar way, as above, the structural strength and the joint strength of the second upright post 9 and the second connecting seat 8 are greatly enhanced, and the risk that the joint strength of the second upright post 9 on one side is damaged and fails due to overlarge stress on one side is further reduced.
In a preferred embodiment, in addition to the above-described aspect, the joint between the first pillar 7 and the first connecting seat 6 and the anti-lifting buckle beam 1 is a full weld. As described above, in the actual stress, the first column 7 is also subjected to the bending moment and the horizontal component force, and all the joints between the first column and the anti-lifting buckle beam 1 are fully welded, so that the structural safety and reliability of the anti-pulling device are further ensured.
As a preferred embodiment, on the basis of the above manner, further, the lower anti-pulling component further includes two second connecting seats 8 arranged at intervals, the second connecting seats 8 correspond to two ends of the fixed cross beam 2, a second upright column 9 is disposed between the second connecting seats 8 and the fixed cross beam 2, and the second upright column 9 is of a columnar structure. The lower anti-drawing component is provided with a second connecting seat 8 and a second upright post 9, the second connecting seat 8 is used for being fixedly connected with a floor or a floor system at the bottom of a shock insulation layer of a building, and the fixed cross beam 2 is separated from the floor or the floor system at the bottom of the shock insulation layer through the arrangement of the second upright post 9, so that enough space for arranging the anti-drawing buckle beam 1 is ensured; moreover, the distance of separating between two second stand columns 9 can be controlled, and then the sliding space between the fixed cross beam 2 and the anti-pulling buckle beam 1 is controlled, and further the stand columns are matched with each other, so that the restraint of the anti-pulling device of the embodiment on the horizontal direction of the building structure is further conveniently avoided.
In a preferred embodiment, in addition to the above, a seam between the second upright post 9 and the second connecting seat 8 and the fixed cross beam 2 is full-welded.
In a preferred embodiment, in addition to the above-described aspect, the anti-lifting buckle beam 1 is perpendicular to the fixed cross member 2. So for prevent carrying and drawing knot roof beam 1 and fixed cross beam 2 and both can have long enough slip cooperation end, and then reliably satisfy the distance requirement that slides, on the other hand has also ensured fixed cross beam 2 and has exerted the reliability of preventing carrying and drawing the restraint to preventing carrying and drawing knot roof beam 1.
In a preferred embodiment, in addition to the above-described embodiment, the anti-lifting buckle beam 1 and/or the fixed cross beam 2 is/are a steel structure or a steel pipe concrete structure. By adopting a steel structure, on the premise of providing the same constraint capacity, the cross-sectional dimension and the occupied space of the component can be reduced to the maximum extent, so that the requirement of the whole degree reducing device on the installation space is met; by adopting the steel pipe concrete structure, on the premise of providing the same constraint capacity, the using amount of steel can be greatly reduced, so that the manufacturing cost of the device is greatly reduced, and the abrasion caused by sliding friction can be reliably reduced, so that the service life and the reliability of the anti-pulling device are greatly improved.
Example 4, as shown in figures 1-5:
the utility model provides an adopt above-mentioned embodiment 1-3 arbitrary one kind to resist shock insulation layer of drawing device, including a plurality of last buttress 10 and with last buttress 10 is relative lower buttress 11 be provided with isolation rubber support 12 between last buttress 10 and the lower buttress 11 be provided with the top superstructure between last buttress 10 top be provided with the bottom superstructure between the lower buttress 11, the shock insulation layer still includes foretell drawing device, the drawing device setting of stretching resistance is in between the rubber support 12, and with last buttress 10 and lower buttress 11 separate mutually, the drawing device of stretching resistance last tensile component with the top superstructure is connected, the drawing component of stretching resistance with the bottom superstructure is connected down. In the seismic isolation layer of the embodiment, the anti-pulling device is matched with the seismic isolation rubber support 12, and the anti-pulling device does not influence the normal free horizontal deformation of the seismic isolation layer under the action of an earthquake; when the shock insulation layer generates a larger overturning moment, the anti-pulling buckle beam 1 generates a lifting trend and displacement, is restrained and acted by the fixed cross beam 2 to form a pulling resistance force and shares partial pulling force for the shock insulation support, so that the rubber shock insulation support is prevented from bearing excessive pulling force to generate tensile damage, the overturning moment of the structure is increased, the overturning damage of the structure is avoided, in addition, the anti-pulling device is arranged at a position separated from the shock insulation rubber support 12, the stress is clear, accurate stress analysis and mechanical design are conveniently carried out, the reliability of the structural design is improved, and the use stability and the reliability of the structure are further improved.
As a preferable implementation mode, on the basis of the above mode, further, the upper tensile-resistant component is connected to the beam body 13 of the top floor system, and the lower tensile-resistant component is connected to the beam body 14 of the bottom floor system. So set up, improve the stability and the reliability that the device installation was pulled out in tensile by a wide margin.
The above embodiments are only used to illustrate the present invention and not to limit the technical solutions described in the present invention, and although the present invention has been described in detail with reference to the above embodiments, the present invention is not limited to the above embodiments, and therefore, any modification or equivalent replacement may be made to the present invention; all the technical solutions and modifications without departing from the spirit and scope of the present invention are covered by the claims of the present invention.
Claims (10)
1. The utility model provides a multidirectional nothing idle stroke low friction resistance anti-drawing device which characterized in that: the anti-pulling component comprises an upper anti-pulling component and a lower anti-pulling component, wherein the upper anti-pulling component is connected with an upper building structure, the lower anti-pulling component is connected with a lower building structure, the upper anti-pulling component comprises a lifting-prevention buckle beam, the lower anti-pulling component comprises a fixed cross beam, the lifting-prevention buckle beam is located on the lower side of the fixed cross beam, and the upper side of the lifting-prevention buckle beam is in sliding fit with the lower side of the fixed cross beam.
2. A pull-resistant apparatus as recited in claim 1, further comprising: and a low-friction layer is arranged on the upper side of the anti-lifting buckle beam and/or the lower side of the fixed cross beam.
3. A pull-resistant apparatus as recited in claim 2, further comprising: the low friction layer of the fixed cross beam is a stainless steel layer, and the low friction layer of the anti-lifting buckle beam is a polytetrafluoroethylene plate.
4. A pull-resistant apparatus as recited in claim 2, further comprising: the low friction layer of the fixed cross beam is a polytetrafluoroethylene plate, and the low friction layer of the anti-lifting buckle beam is a stainless steel plate.
5. A pull-resistant apparatus as recited in claim 4, further comprising: and an anti-idle-stroke prepressing elastic layer is arranged between the anti-lifting buckle beam and the low-friction layer.
6. A pull-resistant apparatus as recited in claim 5, further comprising: the upper anti-pulling assembly further comprises two first connecting seats which are arranged at intervals, the first connecting seats correspond to two ends of the anti-pulling buckle beam, a first stand column is arranged between the first connecting seats and the anti-pulling buckle beam, and the first stand column is of a columnar structure.
7. A pull-resistant apparatus as recited in claim 6, further comprising: first connecting seat includes first bedplate and first deep floor, first stand sets up on the first bedplate, and with be connected through the welded mode between the first bedplate, first deep floor is a plurality of, first deep floor encircles first stand is arranged on the first bedplate, first deep floor with be connected through the welded mode between first stand and the first bedplate.
8. A pull-resistant apparatus as recited in claim 7, further comprising: the first seat plate is further connected with a plurality of first anchor bars used for anchoring the first seat plate on a top floor, one side, facing the first seat plate, of the top floor is further provided with first sleeves corresponding to the first anchor bars, and the first sleeves are sleeved outside the corresponding first anchor bars.
9. A pull-resistant apparatus as recited in claim 6, further comprising: the lower anti-pulling component further comprises two second connecting seats which are arranged at intervals, the second connecting seats correspond to two ends of the fixed cross beam, a second upright post is arranged between the second connecting seats and the fixed cross beam and is of a columnar structure, each second connecting seat comprises a second seat plate and a second reinforcing rib plate, the second upright posts are arranged on the second seat plates and are connected with the second seat plates in a welding mode, the second reinforcing rib plates are a plurality of, the second reinforcing rib plates are arranged on the second seat plates around the second upright posts, the second reinforcing rib plates are connected with the second upright posts and the second seat plates in a welding mode, seams between the second upright posts and the second seat plates are full-welded, and seams between the second reinforcing rib plates and the second upright posts and the second seat plates are full-welded, the second seat plate is further connected with a plurality of second anchor bars used for anchoring the second seat plate on a bottom floor, second sleeves corresponding to the second anchor bars are further arranged on one side, facing the second seat plate, of the bottom floor, and the second sleeves are sleeved outside the corresponding second anchor bars.
10. The utility model provides a shock insulation layer, including a plurality of last buttress and with the lower pier that goes up the pier relative go up and be provided with shock insulation rubber support between buttress and the lower pier go up and be provided with the top superstructure between the pier top be provided with bottom superstructure, its characterized in that between the lower pier: the tensile apparatus of any one of claims 1 to 9, further comprising a tensile apparatus disposed between said rubber pedestals and spaced from said upper and lower piers, said tensile apparatus having an upper tensile member connected to said top floor and a lower tensile member connected to said bottom floor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020522623.6U CN211899034U (en) | 2020-04-10 | 2020-04-10 | Multidirectional no idle stroke low friction resistance anti-pulling device and shock insulation layer adopting same |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020522623.6U CN211899034U (en) | 2020-04-10 | 2020-04-10 | Multidirectional no idle stroke low friction resistance anti-pulling device and shock insulation layer adopting same |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211899034U true CN211899034U (en) | 2020-11-10 |
Family
ID=73276145
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020522623.6U Expired - Fee Related CN211899034U (en) | 2020-04-10 | 2020-04-10 | Multidirectional no idle stroke low friction resistance anti-pulling device and shock insulation layer adopting same |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211899034U (en) |
-
2020
- 2020-04-10 CN CN202020522623.6U patent/CN211899034U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN111335499A (en) | Multidirectional no idle stroke low friction resistance anti-pulling device and shock insulation layer adopting same | |
| CN210529477U (en) | Swing type pier support | |
| CN101230598A (en) | Buckling constrained tilt damping column | |
| CN211899034U (en) | Multidirectional no idle stroke low friction resistance anti-pulling device and shock insulation layer adopting same | |
| KR101226766B1 (en) | A device for coupling beam on column | |
| JP4128517B2 (en) | Seismic strengthening frame using tendons | |
| CN112982943A (en) | Wall-attached multi-layer all-steel climbing frame structure of building | |
| JP3728650B2 (en) | Column base support structure and earthquake-resistant building | |
| CN112727220A (en) | Self-resetting synergistic shock insulation column and underground space structure system thereof | |
| CN212772849U (en) | Flexible tensile shock insulation rubber support | |
| CN108560830B (en) | Prestressed tensile device for shock insulation layer | |
| CN112459589A (en) | Wind-resistant device and shock insulation layer adopting same | |
| CN215829692U (en) | Lead core rubber shock insulation support capable of resetting | |
| KR20110072412A (en) | Seismic isolating apparatus | |
| CN102312409A (en) | Ant-overturning or vibration isolation support tensile measure for vibration isolation structure | |
| JP3817096B2 (en) | Support structure of the vertical shaft in the seismic isolation structure | |
| JP4546620B2 (en) | Self-isolated construction method and self-isolated structure of RC structure | |
| CN208280458U (en) | A kind of Seismic Isolation of Isolation Layer prestressing force tensile device | |
| CN201865196U (en) | Tensile measures for anti-overturning or vibration isolating support of vibration isolating structure | |
| CN101333883A (en) | Indoor shockproof danger-evading device | |
| JP5491070B2 (en) | Seismic reinforcement members and earthquake-resistant buildings | |
| CN206987093U (en) | The earthquake isolating equipment that a kind of shock isolating pedestal in the case of drawing is pressurized all the time | |
| CN109056777A (en) | A kind of the antidumping measure and its construction method of Base-Isolated Building | |
| CN216551544U (en) | Vertical tension-compression elastic structure and vertical tension-compression elastic support | |
| CN217105631U (en) | Tensile vibration isolation device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201110 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |