CN212896931U - Sandwich superposed energy-consuming component - Google Patents
Sandwich superposed energy-consuming component Download PDFInfo
- Publication number
- CN212896931U CN212896931U CN202021696725.6U CN202021696725U CN212896931U CN 212896931 U CN212896931 U CN 212896931U CN 202021696725 U CN202021696725 U CN 202021696725U CN 212896931 U CN212896931 U CN 212896931U
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- Prior art keywords
- guide
- plate
- built
- spring
- silica gel
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- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims abstract description 27
- 239000000741 silica gel Substances 0.000 claims abstract description 27
- 229910002027 silica gel Inorganic materials 0.000 claims abstract description 27
- 238000009413 insulation Methods 0.000 claims abstract description 17
- 239000003292 glue Substances 0.000 claims abstract description 9
- 238000004321 preservation Methods 0.000 claims abstract description 8
- 230000000670 limiting effect Effects 0.000 claims description 34
- 238000010079 rubber tapping Methods 0.000 claims description 10
- 230000021715 photosynthesis, light harvesting Effects 0.000 claims description 7
- 239000000565 sealant Substances 0.000 claims description 4
- 238000007789 sealing Methods 0.000 claims description 4
- 238000009795 derivation Methods 0.000 claims description 2
- 238000005265 energy consumption Methods 0.000 claims description 2
- 239000002131 composite material Substances 0.000 claims 1
- 239000011440 grout Substances 0.000 abstract description 19
- 230000003139 buffering effect Effects 0.000 abstract description 3
- 238000009434 installation Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 abstract description 2
- 230000006872 improvement Effects 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 239000000945 filler Substances 0.000 description 4
- 238000006243 chemical reaction Methods 0.000 description 3
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000005381 potential energy Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 230000009975 flexible effect Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000036961 partial effect Effects 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 230000002829 reductive effect Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000003313 weakening effect Effects 0.000 description 1
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a sandwich coincide power consumption component relates to general building frame construction's wall body technical field. The utility model discloses a grout bearing circle template, the top of grout bearing circle template is fixed with grout hole pipe, and square through-hole of carrying on has been seted up to the inside of grout bearing circle template, and there is sealed closing cap on the top of grout hole pipe through threaded connection, and grout hole pipe one end is connected with sound insulation silica gel board through sealed glue, and the other end of grout hole pipe is connected with heat preservation silica gel board through sealed glue. The utility model discloses a design is joined in marriage to the structure sandwich for when the device forms the protection of multi-functional support through the panel cooperation of multiple different functions, be convenient for join in marriage the dress structure according to the regulation in different installation areas, and through the design of power consumption connecting piece, make this component be convenient for the better atress buffering support that forms horizontal vibrations and strike, improved anti-seismic performance greatly.
Description
Technical Field
The utility model relates to a general building frame construction's wall body technical field especially relates to a sandwich coincide power consumption component.
Background
The wall body of the frame structure is a filler wall, plays roles of enclosure and separation, and the weight is borne by the beam column, and the filler wall does not bear the weight. The frame structure comprises a full frame and a half frame, wherein the full frame is not provided with a bearing wall, and the half frame is provided with a bearing wall. A building structure is composed of load-bearing walls and non-load-bearing walls, which are arranged on the wall according to different stress conditions. The non-bearing wall comprises a partition wall, a filler wall and a curtain wall. Walls that separate interior spaces and whose weight is borne by floors or beams are referred to as bulkheads; the wall filled between the columns in the frame structure is called a frame filling wall.
Earthquake is one of the serious natural disasters, and has the characteristics of outburst, regionality, destructiveness and the like. The current state of technology cannot predict the arrival of an earthquake, and the earthquake cannot be predicted for a long time in the future. According to the relevant statistical research, the overall earthquake resistance of the engineering structure subjected to earthquake fortification is greatly improved, the earthquake disaster is effectively relieved, but the earthquake design also has a plurality of problems, for example, the filling wall is not considered in the earthquake design of the frame structure, so that the structure is greatly influenced; the frame structure after earthquake-proof design can not generate a 'strong column and weak beam' failure mode with better ductility, and the like.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a sandwich coincide power consumption component to the problem that the infilled wall does not have the antidetonation function among the prior art has been solved.
In order to solve the above problems, the utility model adopts the following technical proposal:
the utility model provides a sandwich coincide power consumption component, includes grout bearing weight returning plate, the top of grout bearing weight returning plate is fixed with grout hole pipe, the inside of grout bearing weight returning plate has been seted up squarely and has carried on the through-hole, there is sealed closing cap on the top of grout hole pipe through threaded connection, grout hole pipe one end is connected with syllable-dividing silica gel board through sealed glue, the other end of grout hole pipe is connected with heat preservation silica gel board through sealed glue, be fixed with the power consumption connecting piece between sound preservation silica gel board and the heat preservation silica gel board, just the power consumption connecting piece is located the inboard of square carrying on through-hole, the one end of heat preservation silica gel board bonds through the waterproof glue has joins in marriage dress wall piece, the one end of sound preservation silica gel board bonds through compound glue has.
As a further improvement of the utility model, the energy-consuming connecting piece comprises a stress supporting top plate, an auxiliary component force supporting guide block, a first spring, a stress leading-out rod, a first built-in clamping block, a second spring, a shunting resistance block, a third spring, a second built-in clamping block and a counter force limiting guide rod, the outer sides of four ends of the stress supporting top plate are fixedly connected with the auxiliary component force supporting guide block, one end of the stress supporting top plate is welded with the stress leading-out rod, one end of the stress leading-out rod and the whole second spring are positioned in the first built-in clamping block, one end of the stress leading-out rod is attached to one end of the second spring, the other end of the second spring is welded with the shunting resistance block, the stress leading-out rod is connected with the first built-in clamping block in a sliding manner, the outer side of one end of the first built-in clamping block is welded with the shunting resistance block, the shunting resistance block is fixedly connected with the auxiliary component force supporting guide block through the first spring, the other end of the tapping resistance block is connected with a third spring in a welding mode, the counter-force limiting guide rod and the third spring are both installed inside the second built-in clamping block, and the counter-force limiting guide rod is connected with the second built-in clamping block in a sliding mode.
As a further improvement, the inside one end of the built-in clamp splice of second and the inside one end of the built-in clamp splice of first have all been seted up the spacing hole of direction, the diameter in the spacing hole of direction is two centimetres.
As a further improvement, the atress is led out the pole and is the same with the structure of the spacing guide arm of counter-force, the atress is led out the pole and is including sliding leading main part pole, contact locating plate and spacing baffle, slide leading main part pole one end and contact locating plate welded connection, slide leading the other end and the spacing baffle welded connection of main part pole, the diameter of spacing baffle is three centimetres.
As a further improvement, the slide guide main body rod of the stress leading-out rod is in clearance fit with the guide limiting hole of the first built-in clamping block one end, and the slide guide main body rod of the counter-force limiting guide rod is in clearance fit with the guide limiting hole of the second built-in clamping block one end.
As a further improvement, the inside of grout bearing circle template has been seted up and has been held the filling groove, the wall thickness of grout bearing circle template is four centimetres, the width that holds the filling groove is twenty centimetres.
Adopt the produced beneficial effect of above-mentioned technical scheme to lie in:
the utility model discloses a design of power consumption connecting piece for the whole better atress buffering that forms the horizontal vibrations and strike of being convenient for supports, has improved the power consumption anti-seismic performance of this sandwich coincide power consumption component as the infilled wall greatly.
The utility model discloses a design is joined in marriage to the structure sandwich for when the device forms the protection of multi-functional support through the panel cooperation of multiple different functions, be convenient for join in marriage the dress structure according to the regulation in different installation areas, improved the adaptability of device.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the embodiments or the technical solutions in the prior art will be briefly described below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is an exploded view of the overall structure of the present invention;
fig. 3 is a schematic view of the connection structure of the energy-consuming connecting member of the present invention.
In the drawings, the components represented by the respective reference numerals are listed below:
1. an indoor outer panel; 2. a sound insulation silica gel plate; 3. grouting a bearing returning template; 4. grouting a hole pipe; 5. sealing the closure cap; 6. a stressed support top plate; 7. the auxiliary component force supports the guide block; 8. a first spring; 9. a force-receiving lead-out rod; 9-1, a sliding guide main body rod; 9-2, contacting a positioning plate; 9-3, a limiting guide plate; 10. a first built-in clamp block; 11. a second spring; 12. shunting a resistance block; 13. a third spring; 14. a second built-in clamp block; 15. a counter-force limiting guide rod; 16. an energy-consuming connector; 17. a heat preservation silica gel plate; 18. and (5) assembling wall blocks.
Detailed Description
To make the objects, aspects and advantages of the present invention clearer and more fully described below with reference to the following detailed description, it is to be understood that the terms "center", "vertical", "horizontal", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like indicate orientations and positional relationships based on the drawings, and are used merely for convenience of describing and simplifying the present invention, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus should not be construed as limiting the present invention.
Referring to fig. 1-3, the sandwich laminated energy dissipation member can be used as a wall body of a frame structure, i.e., a filler wall and an outer wall, and can be used for direct installation of a fabricated building. During the in-service use, can install/pre-buried different connecting pieces according to the assembly requirement, specifically decide according to the design requirement.
Referring to fig. 1 and 2, a grouting hole tube 4 is fixed on the top end of a grouting weight-bearing returning plate 3 of the sandwich overlapping energy-dissipation member, a square carrying through hole is formed in the grouting weight-bearing returning plate 3, a sealing closing cap 5 is connected on the top end of the grouting hole tube 4 through threads, a sound-insulation silica gel plate 2 is connected on one end of the grouting hole tube 4 through a sealant, a heat-insulation silica gel plate 17 is connected on the other end of the grouting hole tube 4 through the sealant, an energy-dissipation connecting piece 16 is fixed between the sound-insulation silica gel plate 2 and the heat-insulation silica gel plate 17, the energy-dissipation connecting piece 16 is located on the inner side of the square carrying through hole, an assembling wall block 18 is bonded on one end of the heat-insulation silica gel plate 17 through waterproof glue.
As shown in fig. 3, the energy-consuming connecting member 16 includes a stressed supporting top plate 6, an auxiliary component force supporting guide block 7, a first spring 8, a stressed lead-out rod 9, a first built-in clamping block 10, a second spring 11, a tapping resistance block 12, a third spring 13, a second built-in clamping block 14 and a counter force limiting guide rod 15, the outer sides of four ends of the stressed supporting top plate 6 are fixedly connected with the auxiliary component force supporting guide block 7, one end of the stressed supporting top plate 6 is welded with the stressed lead-out rod 9, one end of the stressed lead-out rod 9 and the whole second spring 11 are located inside the first built-in clamping block 10, one end of the stressed lead-out rod 9 is attached to one end of the second spring 11, the other end of the second spring 11 is welded with the tapping resistance block 12, the stressed lead-out rod 9 is connected with the first built-in clamping block 10 in a sliding manner, the outer side of one end of the first built-in clamping block 10 is welded with, the tapping resistance block 12 and the auxiliary component force supporting guide block 7 are fixedly connected through the first spring 8, the other end of the tapping resistance block 12 is connected with the third spring 13 in a welding mode, the counter-force limiting guide rod 15 and the third spring 13 are both installed inside the second built-in clamping block 14, the counter-force limiting guide rod 15 and the second built-in clamping block 14 are in sliding connection, stress supporting and elastic offsetting of transverse shear force derivation are facilitated, an energy consumption effect is achieved, stress deformation of the inner wall of a wall body is reduced, and therefore the overall anti-seismic performance is improved.
The inner end of the second built-in clamping block 14 and the inner end of the first built-in clamping block 10 are both provided with guide limiting holes, the diameter of each guide limiting hole is two centimeters, the structure of the stress leading-out rod 9 is the same as that of the reaction limiting guide rod 15, the stress leading-out rod 9 comprises a sliding guide main body rod 9-1, a contact positioning plate 9-2 and a limiting guide plate 9-3, one end of the sliding guide main body rod is welded with the contact positioning plate, the other end of the sliding guide main body rod is welded with the limiting guide plate, the diameter of the limiting guide plate is three centimeters, the sliding guide main body rod at the stress leading-out rod 9 is in clearance fit with the guide limiting hole at one end of the first built-in clamping block 10, the sliding guide main body rod at the reaction limiting guide rod 15 is in clearance fit with the guide limiting hole at one end of the second built-in clamping block 14, stress conduction and reaction force offset are.
Grout bearing weight returns the inside of template 3 and has been seted up and hold the filling groove, and the wall thickness that grout bearing weight returns template 3 is four centimetres, and the width that holds the filling groove is twenty centimetres, is convenient for obtain good bearing and carries on the effect through the inside concrete of pouring into of template 3 at grout bearing weight.
One specific application of this embodiment is: when the temperature difference of the carrying area is large, the corresponding protective performance can be obtained by adjusting the thickness of the heat insulation silica gel plate 17, when a client needs an extra better sound insulation effect, the good sound insulation performance can be obtained by improving the thickness of the sound insulation silica gel plate 2, the concrete is injected into the grouting bearing returning template 3 by opening the sealing closing cap 5 and aiming at the grouting hole pipe 4, the good main body bearing carrying effect is obtained, the better contact shock absorption performance can be achieved by the flexible effect of the materials of the heat insulation silica gel plate 17 and the sound insulation silica gel plate 2, when the wall body is subjected to transverse shearing force, the force is transmitted to the energy dissipation connecting piece 16 through one end of the counter force limiting guide rod 15 or one end of the stress supporting top plate 6 by the elastic stress extrusion of the sound insulation silica gel plate 2 or the heat insulation silica gel plate 17, when the force is transmitted through one end of the stress supporting top plate 6, the force is transmitted through the contact of the, the force is transmitted through the component force of the auxiliary component force supporting guide block 7 and pushed by the stress leading-out rod 9, so that the stress is subjected to dispersion transmission to form first partial guide reduction, a certain compression deformation is generated by leading the force into the second spring 11 and the first spring 8, the second spring 11 and the first spring 8 form elastic potential energy in the deformation process, the stress is counteracted by utilizing the hedging of the elastic potential energy, when the stress is transmitted through one end of the counterforce limiting guide rod 15, the force is directly led out through the counterforce limiting guide rod 15 to compress the third spring 13 and the branching resistance block 12, so that the first weakening of the force formed by the compression hedging of the third spring 13 is realized, the second hedging is formed by the force component matching of the branching resistance block 12 and the first spring 8, the device is convenient for better forming stress buffering support of transverse vibration impact, and the use strength of the device is greatly improved.
Finally, it should be noted that: the above embodiments are only used to illustrate the technical solution of the present invention, and not to limit it; although the present invention has been described in detail with reference to the foregoing embodiments, it should be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; such modifications and substitutions do not depart from the spirit and scope of the embodiments of the present invention.
Claims (6)
1. A sandwich overlapped energy-consuming member comprises a grouting load-bearing returning plate (3) and is characterized in that, a grouting hole pipe (4) is fixed at the top end of the grouting load-bearing returning template (3), a square carrying through hole is arranged inside the grouting load-bearing returning template (3), the top end of the grouting hole pipe (4) is connected with a sealing closing cap (5) through threads, one end of the grouting hole pipe (4) is connected with a sound insulation silica gel plate (2) through sealant, the other end of the grouting hole pipe (4) is connected with a heat-preservation silica gel plate (17) through sealant, an energy-consuming connecting piece (16) is fixed between the sound-insulating silica gel plate (2) and the heat-insulating silica gel plate (17), the energy-consuming connecting piece (16) is positioned at the inner side of the square carrying through hole, one end of the heat-insulating silica gel plate (17) is bonded with an assembling wall block (18) through waterproof glue, one end of the sound insulation silica gel plate (2) is bonded with an indoor outer plate (1) through composite glue.
2. The sandwich overlapping energy-consuming component according to claim 1, wherein the energy-consuming connecting member (16) comprises a stressed supporting top plate (6), an auxiliary component force supporting guide block (7), a first spring (8), a stressed leading-out rod (9), a first built-in clamping block (10), a second spring (11), a tapping resistance block (12), a third spring (13), a second built-in clamping block (14) and a counter force limiting guide rod (15), the outer sides of the four ends of the stressed supporting top plate (6) are fixedly connected with the auxiliary component force supporting guide block (7), one end of the stressed supporting top plate (6) is welded with the stressed leading-out rod (9), one end of the stressed leading-out rod (9) and the whole second spring (11) are both positioned in the first built-in clamping block (10), one end of the stressed leading-out rod (9) is attached to one end of the second spring (11), the other end and the built-in clamp splice (12) welded connection of tapping resistance piece (12) of second spring (11), just atress derivation pole (9) passes through sliding connection with first built-in clamp splice (10), the outside and the tapping resistance piece (12) welded connection of first built-in clamp splice (10) one end, tapping resistance piece (12) and supplementary component force support between guide splice (7) through first spring (8) fixed connection, the other end and third spring (13) welded connection of tapping resistance piece (12), the inside in the built-in clamp splice (14) of second is all installed in counter-force spacing guide arm (15) and third spring (13), counter-force spacing guide arm (15) are sliding connection with the built-in clamp splice (14) of second.
3. The sandwich overlapping energy dissipation member as claimed in claim 2, wherein the inner end of the second inner clamping block (14) and the inner end of the first inner clamping block (10) are both provided with guiding and limiting holes, and the diameter of each guiding and limiting hole is two centimeters.
4. The sandwich overlapping energy-consumption component according to claim 2, wherein the stress leading-out rod (9) and the counter force limiting guide rod (15) have the same structure, the stress leading-out rod (9) comprises a sliding guide main body rod (9-1), a contact positioning plate (9-2) and a limiting guide plate (9-3), one end of the sliding guide main body rod is welded with the contact positioning plate, the other end of the sliding guide main body rod is welded with the limiting guide plate, and the diameter of the limiting guide plate is three centimeters.
5. The sandwich laminated energy-consuming member according to claim 4, wherein the slide guide body bar at the force-receiving lead-out bar (9) is in clearance fit with the guide limiting hole at one end of the first built-in clamping block (10), and the slide guide body bar at the counter-force limiting guide bar (15) is in clearance fit with the guide limiting hole at one end of the second built-in clamping block (14).
6. The sandwich overlapping energy dissipation member according to claim 1, wherein a containing filling groove is formed in the grouting weight bearing returning plate (3), the wall thickness of the grouting weight bearing returning plate (3) is four centimeters, and the width of the containing filling groove is twenty centimeters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021696725.6U CN212896931U (en) | 2020-08-14 | 2020-08-14 | Sandwich superposed energy-consuming component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021696725.6U CN212896931U (en) | 2020-08-14 | 2020-08-14 | Sandwich superposed energy-consuming component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212896931U true CN212896931U (en) | 2021-04-06 |
Family
ID=75242179
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021696725.6U Expired - Fee Related CN212896931U (en) | 2020-08-14 | 2020-08-14 | Sandwich superposed energy-consuming component |
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| Country | Link |
|---|---|
| CN (1) | CN212896931U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115434446A (en) * | 2021-06-03 | 2022-12-06 | 魏勇 | External wall sandwich heat-insulation and anti-seismic integrated structure |
-
2020
- 2020-08-14 CN CN202021696725.6U patent/CN212896931U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115434446A (en) * | 2021-06-03 | 2022-12-06 | 魏勇 | External wall sandwich heat-insulation and anti-seismic integrated structure |
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|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210406 |