CN205116463U - Building shock isolation system with shock insulation seam - Google Patents
Building shock isolation system with shock insulation seam Download PDFInfo
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- CN205116463U CN205116463U CN201520862936.5U CN201520862936U CN205116463U CN 205116463 U CN205116463 U CN 205116463U CN 201520862936 U CN201520862936 U CN 201520862936U CN 205116463 U CN205116463 U CN 205116463U
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- encorbelmenting
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Abstract
The utility model relates to a building shock isolation system with shock insulation seam has higher security, and its structure includes: non - shock insulation structural layer, non - shock insulation layer buttress, it covers subtotal shock insulation layer buttress to encorbelment, between non - shock insulation layer buttress and the shock insulation layer buttress, the interval is provided with the shock insulation seam, non - shock insulation structural layer NOT AND shock insulation building is connected, shock insulation layer buttress is connected with the shock insulation building, the up end of non - shock insulation layer buttress pass through slider with encorbelment and hide partial lower terminal surface swing joint, shock insulation layer buttress or shock insulation building with encorbelment and cover the piecemeal activity connection, encorbelment cover partial both ends respectively with there is the slit at equal interval between non - shock insulation building and shock insulation building, the up end of slit covers there is the joint seal board. The utility model discloses the shock insulation sewer of above -mentioned structure has fine shock insulation effect, guarantees the safety of building major structure.
Description
Technical field
The utility model relates to architectural vibration-insulation technical field, is specifically related to a kind of structure of architectural vibration-insulation system.
Background technology
Some buildings are due to complex contour, or the height of house each several part, rigidity, weight differ greatly, under seismic force effects, because the natural frequency of height of house, rigidity and weight differential part is different, in each several part junction, can cause mutually pushing away, draw, squeeze, press, produce additional pulling force, shearing and moment of flexure, cause earthquake, so need to arrange aseismic joint.
Shock insulation seam is in horizontal direction, its effect is when an earthquake occurs, building foundation is subject to the seismic wave that ground transmits, the grade size of its intensity earthquake and different, when seismic load is upwards transmitted by building foundation, earthquake wave frequency and intensity are changed at shock insulation seam place, and energy during earthquake is converted at shock insulation seam place and discharges, and serve the effect reducing or avoid earthquake.
Shock insulation between current shock-insulating building superstructure and infrastructure system stitches and intuitively exposes often, and this just causes a lot of adverse effect, as the intrusion such as sand, stone, add frictional force, reduce isolating affection; Rainwater invasion, air and moisture are comparatively strong, accelerate the aging of shock insulation rubber bearing; Affect the attractive in appearance of building, and easily cause the psychological pressure of ordinarily resident's sense of insecurity; Easily use masonry and mortar packing by shock-insulation building between the structure of upper and lower part in work progress by mistake, make to be connected as a single entity up and down, thus function of shock insulation was lost efficacy, and then huge harm is brought to superstructure and even whole building structure.
In addition, for meeting the concealed demand of shock insulation seam outward appearance in prior art, strengthening the aesthetic feeling of building, sewing at shock insulation the technological means that joint seal plate is set though have, but its structure and bearing strength are only limitted to meet daily walking needs, the carrying demand of object as overweight in motor vehicle etc. can not be met.Further, when coming earthquake, said structure can not reach and can be free to slide, torsion of taking advantage of a situation, and does not have the technique effect intercepting shock-insulation building motion, and then there is certain safety defect.Further, stitch because the fragmentation of above-mentioned joint seal plate also easily brings pedestrian to fall shock insulation the potential safety hazard that this accident occurs.
Therefore, research and develop the higher architectural vibration-insulation system with shock insulation seam of a safety and become a kind of required.
Utility model content
The purpose of this utility model is to provide a kind of architectural vibration-insulation system, this is configured to enclosed construction, not only there is good isolating affection, and can prevent the foreign material on ground from invading shock insulation seam space, avoid the convection action of air inside and outside structural system and moisture to component accelerated ageing or oxidations such as shock insulation rubber bearings, the outward appearance of beautifying constructure, brings the sense of security to resident.
The architectural vibration-insulation system with shock insulation seam of the present utility model, its structure comprises: non-isolation structure layer, non-Seismic Isolation of Isolation Layer buttress, covering part of encorbelmenting and Seismic Isolation of Isolation Layer buttress; Between described non-Seismic Isolation of Isolation Layer buttress and Seismic Isolation of Isolation Layer buttress, be arranged at intervals with shock insulation seam; Described non-isolation structure layer is connected with non-shock-insulation building, and described Seismic Isolation of Isolation Layer buttress is connected with shock-insulation building; The upper surface of described non-Seismic Isolation of Isolation Layer buttress is flexibly connected by the lower surface of carriage with described covering part of encorbelmenting; Described Seismic Isolation of Isolation Layer buttress or described shock-insulation building are flexibly connected with described covering part of encorbelmenting; The two ends of described covering part of encorbelmenting respectively and between described non-shock-insulation building and shock-insulation building all between be separated with slit; The upper surface of described slit is coated with joint seal plate.
According to an embodiment of the present utility model, wherein, the upper surface of described Seismic Isolation of Isolation Layer buttress is flexibly connected by the lower surface of carriage with described covering part of encorbelmenting.
According to an embodiment of the present utility model, wherein, covering part of encorbelmenting described in towards one end of described shock-insulation building and the sidewall of described shock-insulation building or the upper surface of described Seismic Isolation of Isolation Layer buttress hinged.
According to an embodiment of the present utility model, wherein, covering part of encorbelmenting described in comprises: the leveling layer of encorbelment movable plate and movable plate upper surface of encorbelmenting described in being attached on.
According to an embodiment of the present utility model, wherein, two sidewalls of the slit that covering part of encorbelmenting described in and described non-isolation structure interlayer are formed are curved surface; Joint seal plate on the slit that described curved surface can make covering be formed at described encorbelment covering part and described non-isolation structure interlayer, has when being subject to the lateral compression power from described non-isolation structure layer and described covering part of encorbelmenting the movement tendency slided along the direction contrary with gravity.
According to an embodiment of the present utility model, wherein, described carriage is slippage bed course and/or tourelle.
According to an embodiment of the present utility model, wherein, described slippage bed course is graphite cake or PTFE coating; Described tourelle is bearing or steel ball; Described tourelle is provided with baffle plate.
According to an embodiment of the present utility model, wherein, described in encorbelment the lower surface of covering part when being flexibly connected with described tourelle, described in the encorbelment lower surface of covering part be provided with the orbital groove suitable with described tourelle glide direction; The length of described orbital groove is more than or equal to the width of described shock insulation seam.
According to an embodiment of the present utility model, wherein, covering part of encorbelmenting described in is fastenedly connected towards one end of described shock-insulation building by the sidewall of elasticity reset device and described shock-insulation building.
According to an embodiment of the present utility model, wherein, described non-Seismic Isolation of Isolation Layer buttress comprises the buttress of multiple dispersed placement linearly arranged, and the buttress that in the buttress of described dispersed placement, described in distance, non-shock-insulation building is nearest is connected with described non-shock-insulation building.
The shock insulation sewer of the above-mentioned structure of the utility model has good isolating affection, ensures the safety of constructure body structure.Further, to adopt between movable plate lower surface and buttress owing to encorbelmenting and be slidably connected, the gap making full use of shock insulation seam when coming earthquake can be free to slide, and even occurred level reverses, and then do not hinder the motion of shock-insulation building when earthquake, the formation of shock-insulation building is protected safely and effectively.In addition, being provided with of joint seal plate helps prevent the foreign material on ground from invading shock insulation seam space, avoid the convection action of air inside and outside structural system and moisture to shock insulation rubber bearing accelerated ageing or oxidation, and bring the outward appearance of beautifying constructure further, bring the technique effect of the sense of security to resident.
Further, the setting of slippage bed course can reduce frictional resistance when movable plate of encorbelmenting slides.
Further, the movable plate any direction in horizontal plane that realizes encorbelmenting of being set to of tourelle is free to slide and provides strong structural support.
Further, the setting be hinged can form effective support to movable plate of encorbelmenting, and install simple, and the dihedral angle suitable with construction environment can be adopted hinged according to the actual installation movable plate that needs to select to encorbelment two pieces, the utility model is made to have larger application flexibility, during coming earthquake, covering part of encorbelmenting can rotate along hinge, and then one end is lifted on the deck of non-shock-insulation building exterior wall.
Further, it is simple that the utility model also has construction and installation, firm in structure durable, do not need local route repair after earthquake, or do not need the technical characterstic that carries out repairing.
Accompanying drawing explanation
Fig. 1 is the structural representation of architectural vibration-insulation system in the utility model embodiment 1;
Fig. 2 is the modified node method schematic diagram of architectural vibration-insulation system in the utility model embodiment 1;
Fig. 3 is the structural representation of architectural vibration-insulation system in the utility model embodiment 2;
Fig. 4 is the modified node method schematic diagram of architectural vibration-insulation system in the utility model embodiment 2;
Fig. 5 is the structural representation of architectural vibration-insulation system in the utility model embodiment 3;
Fig. 6 is the modified node method schematic diagram of architectural vibration-insulation system in the utility model embodiment 3;
Fig. 7 is the structural representation of architectural vibration-insulation system in the utility model embodiment 4;
Fig. 8 is the structural representation of architectural vibration-insulation system in the utility model embodiment 5.
Description of reference numerals:
The non-isolation structure layer of 1-; The non-Seismic Isolation of Isolation Layer buttress of 2-; The buttress of 2a-dispersed placement; 3-encorbelments covering part; 3a-encorbelments movable plate; 3b-leveling layer; 4-Seismic Isolation of Isolation Layer buttress; L-shock insulation stitches; The non-shock-insulation building of 5-; 6-shock-insulation building; 7-carriage; 7a-slippage bed course; 7b-tourelle; 8-slit; 9-joint seal plate; 10-orbital groove; 11-elasticity reset device.
Detailed description of the invention
Below with reference to the accompanying drawings detailed description of the invention of the present utility model is described in detail.
Embodiment 1:
As shown in Figure 1, a kind of architectural vibration-insulation system with shock insulation seam of the present utility model, its structure comprises: non-isolation structure layer 1, non-Seismic Isolation of Isolation Layer buttress 2, covering part of encorbelmenting 3 and Seismic Isolation of Isolation Layer buttress 4; Between described non-Seismic Isolation of Isolation Layer buttress 2 and Seismic Isolation of Isolation Layer buttress 4, be arranged at intervals with shock insulation seam L; Described non-isolation structure layer 1 is connected with non-shock-insulation building 5, and described Seismic Isolation of Isolation Layer buttress 4 is connected with shock-insulation building 6; The upper surface of described non-Seismic Isolation of Isolation Layer buttress 2 is flexibly connected with described lower surface of encorbelmenting covering part 3 by carriage 7; Described Seismic Isolation of Isolation Layer buttress 4 or described shock-insulation building 6 are flexibly connected with described covering part 3 of encorbelmenting; The two ends of described covering part 3 of encorbelmenting respectively and between described non-shock-insulation building 5 and shock-insulation building 6 all between be separated with slit 8; The upper surface of described slit 8 is coated with joint seal plate 9.
The shock insulation sewer of the above-mentioned structure of the utility model has good isolating affection, ensures the safety of constructure body structure.Further, to adopt between movable plate lower surface and buttress owing to encorbelmenting and be slidably connected, the gap making full use of shock insulation seam when coming earthquake can be free to slide, and even occurred level reverses, and then do not hinder the motion of shock-insulation building when earthquake, the formation of shock-insulation building is protected safely and effectively.In addition, being provided with of joint seal plate helps prevent the foreign material on ground from invading shock insulation seam space, avoid the convection action of air inside and outside structural system and moisture to shock insulation rubber bearing accelerated ageing or oxidation, and bring the outward appearance of beautifying constructure further, bring the technique effect of the sense of security to resident.Further, being provided with of carriage help to reduce better occur when coming earthquake strong friction, loss, provide strong structural support for shaking rear reparation.
Further, as shown in Figure 1, in an optimal technical scheme of the present embodiment, described in covering part 3 of encorbelmenting comprise: the leveling layer 3b of encorbelment movable plate 3a and movable plate upper surface of encorbelmenting described in being attached on.It should be noted that, the movable plate 3a and leveling layer 3b that encorbelments can be Split type structure and also can be overall structure, and the above-mentioned two kinds of structure designs designed for meeting practice of construction needs evenly fall into protection domain of the present utility model.
Further, as shown in Figure 1, in an optimal technical scheme of the present embodiment, described in encorbelment two sidewalls of slit that covering part and described non-isolation structure interlayer formed be curved surface; Joint seal plate on the slit that described curved surface can make covering be formed at described encorbelment covering part and described non-isolation structure interlayer, has when being subject to the lateral compression power from described non-isolation structure layer and described covering part of encorbelmenting the movement tendency slided along the direction contrary with gravity.Slit be provided with the exterior wall that covering part of encorbelmenting when helping coming earthquake can not collide non-shock-insulation building and shock-insulation building easily.In addition, when ensureing coming earthquake by the design of above-mentioned curved surface fit structure, when encorbelment covering part and shock insulation/non-shock-insulation building exterior wall generation relative motion are to joint, covering part of encorbelmenting can be lifted to above the deck of shock insulation/non-shock-insulation building exterior wall by the arcuate movement trend of this cooperation, avoids the strong collision that the incident so that structure of wedge angle transition of the prior art is damaged.
Further, as shown in Figure 1, in an optimal technical scheme of the present embodiment, the upper surface of described Seismic Isolation of Isolation Layer buttress is flexibly connected by the lower surface of carriage 7 with described covering part of encorbelmenting.
Further, as shown in Figure 2, in an optimal technical scheme of the present embodiment, described in encorbelment the lower surface of covering part when being flexibly connected with described tourelle, described in the encorbelment lower surface of covering part be provided with the orbital groove 10 suitable with described tourelle glide direction; The length of described orbital groove 10 is more than or equal to the width of described shock insulation seam L.
Embodiment 2:
Further, as shown in Figure 3 and Figure 4, the present embodiment on the basis of embodiment 1, described in encorbelment covering part towards one end of described shock-insulation building and the sidewall of described shock-insulation building or the upper surface of described Seismic Isolation of Isolation Layer buttress hinged.The setting be hinged can form effective support to movable plate of encorbelmenting, and install simple, and the dihedral angle suitable with construction environment can be adopted hinged according to the actual installation movable plate that needs to select to encorbelment two pieces, the utility model is made to have larger application flexibility, during coming earthquake, covering part of encorbelmenting can rotate along hinge, and then one end is lifted on the deck of non-shock-insulation building exterior wall.
It should be noted that; the articulated position of covering part of encorbelmenting in the utility model is unrestricted, carries out hingedly all should falling into protection domain of the present utility model with any angle for meeting will encorbelment covering part and buttress or shock-insulation building exterior wall of dissimilar building structure needs.
Embodiment 3:
Further, as shown in Figure 5 and Figure 6, the present embodiment is on the basis of embodiment 1, and described carriage is slippage bed course 7a and/or tourelle 7b.
Further, in an optimal technical scheme of the present embodiment, described slippage bed course is graphite cake or PTFE coating; Described tourelle is bearing or steel ball; Described tourelle is provided with baffle plate.Can effectively tourelle be positioned on buttress by arranging of baffle plate, ensure that it can not along with encorbelmenting moving of covering part and being driven away, preferably in addition in baffle plate, be added with sliding agent, can ensure like this to keep good lubrication between tourelle and baffle plate, reduce friction loss.
Particularly, tourelle 7b can be designed to circular steel ball or ball bearing as shown in Figure 6, its diameter is 60 ~ 120mm, covering part of encorbelmenting can be supported, reduce the frictional resistance of covering part when moving of encorbelmenting, when covering part of encorbelmenting is subjected to displacement under geological process, tourelle rolls in the sliding recess track of covering part of encorbelmenting.Baffle plate is bolted on buttress backing plate, and buttress backing plate is bolted on buttress.The size design of the size foundation tourelle of baffle plate, the length of backing plate is 500 ~ 800mm, width 500 ~ 800mm, height 5 ~ 10mm.Add sliding agent between baffle plate and backing plate, reduce the frictional force that tourelle rotates.
Embodiment 4:
Further, as shown in Figure 7, the present embodiment on the basis of embodiment 1, described in covering part of encorbelmenting be fastenedly connected towards one end of described shock-insulation building by elasticity reset device 11 sidewall with described shock-insulation building 6.The vibration energy being provided with the seismic wave helped in absorption horizontal direction of elasticity reset device 11, can also provide strong structural support for shaking the reset of rear building.
Embodiment 5:
Further, as shown in Figure 8, the present embodiment is on above-described embodiment basis, and described non-Seismic Isolation of Isolation Layer buttress 2 comprises the buttress 2a of multiple dispersed placement linearly arranged, and the buttress that in the buttress 2a of described dispersed placement, described in distance, non-shock-insulation building is nearest is connected with described non-shock-insulation building.
Preferably, the quantity of the buttress of above-mentioned dispersed placement is 2-4, is equally spaced, for covering part of encorbelmenting provides good movable supporting, disperses the load of getting off from covering part transmission of encorbelmenting in the lower surface of covering part of encorbelmenting.
The shock insulation principle of the utility model architectural vibration-insulation seam:
During coming earthquake, covering part of encorbelmenting moves along with seimic wave propagation direction, and when moving to non-isolation structure layer, covering part of encorbelmenting can continue mobile along arcwall face, joint seal plate also can after being extruded on move.Shock insulation seam makes not collide between non-shock-insulation building and shock-insulation building to damage, and serves the safety of protection shock-insulating building agent structure.After seismic wave is removed, ground returns to original state, drives the buttress above ground to set back, and the covering part of encorbelmenting of shock insulation seam sets back under the screen resilience effect of gravity and buttress.Carriage on buttress decreases the frictional resistance that mobile vestibule sets back.Hinged design, during earthquake, when covering part of encorbelmenting touches the curved surface of non-isolation structure, covering part of encorbelmenting can rotate along hinge, and then one end is lifted on the deck of non-shock-insulation building exterior wall.When earthquake, elasticity reset device is in elastic stretching state, reduces the moving displacement of covering part of encorbelmenting, avoids colliding with external wall; After shake, elasticity reset device returns to original state, provides elastic restoring force to the reset of covering part of encorbelmenting, and helps covering part reset of encorbelmenting.Earthquake comes interim in the other direction, and seismic wave forces the building generations such as house away from the horizontal movement of shock-insulation building exterior wall, and elasticity reset device is in compressive state simultaneously, slow down the movement of covering part of encorbelmenting, joint seal board size is little, portable construction can after the power of being squeezed on move, avoid damage.Seismic wave away from time, the covering part of encorbelmenting of shock insulation seam sets back along with buttress, and elasticity reset device provides the elastic restoring force of mobile vestibule, and the covering part that helps to encorbelment resets.The appropriate design of shock insulation seam ensure that and the safety of the agent structure of building reduces casualties and property loss.
The good effect of the structure of the utility model shock insulation seam: well isolating affection, ensure the safety of constructure body structure, prevent the foreign material on ground from invading shock insulation seam space, avoid the convection action of air inside and outside structural system and moisture to shock insulation rubber bearing accelerated ageing or oxidation, the outward appearance of beautifying constructure, brings the sense of security to resident.
Above-described embodiment not limits the utility model, and those skilled in the art can design alternative embodiment when not departing from claims scope.In the claims, any reference symbol between bracket should be configured to limitations on claims.Word " comprises " not to be got rid of existence and does not arrange element in the claims or step.
Claims (10)
1. have an architectural vibration-insulation system for shock insulation seam, its structure comprises: non-isolation structure layer, non-Seismic Isolation of Isolation Layer buttress, covering part of encorbelmenting and Seismic Isolation of Isolation Layer buttress; Between described non-Seismic Isolation of Isolation Layer buttress and Seismic Isolation of Isolation Layer buttress, be arranged at intervals with shock insulation seam; Described non-isolation structure layer is connected with non-shock-insulation building, and described Seismic Isolation of Isolation Layer buttress is connected with shock-insulation building; It is characterized in that,
The upper surface of described non-Seismic Isolation of Isolation Layer buttress is flexibly connected by the lower surface of carriage with described covering part of encorbelmenting;
Described Seismic Isolation of Isolation Layer buttress or described shock-insulation building are flexibly connected with described covering part of encorbelmenting;
The two ends of described covering part of encorbelmenting respectively and between described non-shock-insulation building and shock-insulation building all between be separated with slit; The upper surface of described slit is coated with joint seal plate.
2. architectural vibration-insulation system according to claim 1, is characterized in that, the upper surface of described Seismic Isolation of Isolation Layer buttress is flexibly connected by the lower surface of carriage with described covering part of encorbelmenting.
3. architectural vibration-insulation system according to claim 1, is characterized in that, described in encorbelment covering part towards one end of described shock-insulation building and the sidewall of described shock-insulation building or the upper surface of described Seismic Isolation of Isolation Layer buttress hinged.
4. architectural vibration-insulation system according to claim 1, is characterized in that, described in covering part of encorbelmenting comprise: the leveling layer of encorbelment movable plate and movable plate upper surface of encorbelmenting described in being attached on.
5. architectural vibration-insulation system according to claim 1, is characterized in that, described in encorbelment two sidewalls of slit that covering part and described non-isolation structure interlayer formed be curved surface; Joint seal plate on the slit that described curved surface can make covering be formed at described encorbelment covering part and described non-isolation structure interlayer, has when being subject to the lateral compression power from described non-isolation structure layer and described covering part of encorbelmenting the movement tendency slided along the direction contrary with gravity.
6. architectural vibration-insulation system according to claim 1, is characterized in that, described carriage is slippage bed course and/or tourelle.
7. architectural vibration-insulation system according to claim 6, is characterized in that, described slippage bed course is graphite cake or PTFE coating; Described tourelle is bearing or steel ball; Described tourelle is provided with baffle plate.
8. architectural vibration-insulation system according to claim 6, it is characterized in that, when the lower surface of described covering part of encorbelmenting is flexibly connected with described tourelle, described in the encorbelment lower surface of covering part be provided with the orbital groove suitable with described tourelle glide direction; The length of described orbital groove is more than or equal to the width of described shock insulation seam.
9. architectural vibration-insulation system according to claim 1, is characterized in that, described in covering part of encorbelmenting be fastenedly connected towards one end of described shock-insulation building by the sidewall of elasticity reset device and described shock-insulation building.
10. the architectural vibration-insulation system according to any one of claim 1 ~ 9, it is characterized in that, described non-Seismic Isolation of Isolation Layer buttress comprises the buttress of multiple dispersed placement linearly arranged, and the buttress that in the buttress of described dispersed placement, described in distance, non-shock-insulation building is nearest is connected with described non-shock-insulation building.
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| CN201520862936.5U CN205116463U (en) | 2015-11-02 | 2015-11-02 | Building shock isolation system with shock insulation seam |
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| CN201520862936.5U CN205116463U (en) | 2015-11-02 | 2015-11-02 | Building shock isolation system with shock insulation seam |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105780931A (en) * | 2016-05-16 | 2016-07-20 | 天津天建设集团有限公司 | Large displacement expansion joint steel rib roofing guiding sliding support and construction method |
| CN107039093A (en) * | 2017-03-31 | 2017-08-11 | 哈尔滨工程大学 | Three generations's Power Station With The Pressurized Water Reactor containment isolation design structure |
| CN108589953A (en) * | 2018-05-09 | 2018-09-28 | 钟利芬 | A kind of skyscraper with earthquake-proof frame |
| CN108867899A (en) * | 2018-09-18 | 2018-11-23 | 华东建筑设计研究院有限公司 | A kind of cover plate construction of building and its periphery place shock insulation seam |
| CN110093950A (en) * | 2019-06-12 | 2019-08-06 | 马智刚 | A kind of novel shock insulation trench cover structure |
| CN111945917A (en) * | 2020-07-27 | 2020-11-17 | 云南省设计院集团有限公司 | Slide rail type isolation joint device and isolation building |
| CN112681796A (en) * | 2020-12-26 | 2021-04-20 | 震安科技股份有限公司 | Method for installing and replacing shock insulation rubber support on cast-in-place pile |
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2015
- 2015-11-02 CN CN201520862936.5U patent/CN205116463U/en active Active
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105780931A (en) * | 2016-05-16 | 2016-07-20 | 天津天建设集团有限公司 | Large displacement expansion joint steel rib roofing guiding sliding support and construction method |
| CN107039093A (en) * | 2017-03-31 | 2017-08-11 | 哈尔滨工程大学 | Three generations's Power Station With The Pressurized Water Reactor containment isolation design structure |
| CN108589953A (en) * | 2018-05-09 | 2018-09-28 | 钟利芬 | A kind of skyscraper with earthquake-proof frame |
| CN108867899A (en) * | 2018-09-18 | 2018-11-23 | 华东建筑设计研究院有限公司 | A kind of cover plate construction of building and its periphery place shock insulation seam |
| CN110093950A (en) * | 2019-06-12 | 2019-08-06 | 马智刚 | A kind of novel shock insulation trench cover structure |
| CN111945917A (en) * | 2020-07-27 | 2020-11-17 | 云南省设计院集团有限公司 | Slide rail type isolation joint device and isolation building |
| CN112681796A (en) * | 2020-12-26 | 2021-04-20 | 震安科技股份有限公司 | Method for installing and replacing shock insulation rubber support on cast-in-place pile |
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Address after: 650000 D-2-4-1 and D-2-4-2 block, Kunming international printing and packing City, Guandu Industrial Zone, Kunming, Yunnan Patentee after: Zhenan Science and Technology Co., Ltd. Address before: 650200 D-2-4-1 and D-2-4-2 block, Kunming international printing and packing City, Guandu Industrial Zone, Kunming, Yunnan Patentee before: Yunnan Zhen An damping Science and Technology Co., Ltd. |
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