CN103790186B - Architectural vibration-insulation trench cover structure - Google Patents
Architectural vibration-insulation trench cover structure Download PDFInfo
- Publication number
- CN103790186B CN103790186B CN201410043085.1A CN201410043085A CN103790186B CN 103790186 B CN103790186 B CN 103790186B CN 201410043085 A CN201410043085 A CN 201410043085A CN 103790186 B CN103790186 B CN 103790186B
- Authority
- CN
- China
- Prior art keywords
- insulation
- shock
- ditch
- cover plate
- gripper shoe
- 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.)
- Active
Links
- 238000009413 insulation Methods 0.000 title claims abstract description 117
- 230000035939 shock Effects 0.000 claims abstract description 52
- 239000010410 layer Substances 0.000 claims abstract description 46
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 29
- 239000012791 sliding layer Substances 0.000 claims abstract description 24
- 238000000034 method Methods 0.000 claims abstract description 13
- 239000002689 soil Substances 0.000 claims abstract description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 43
- 239000010959 steel Substances 0.000 claims description 43
- 239000000463 material Substances 0.000 claims description 35
- 239000004744 fabric Substances 0.000 claims description 10
- 238000010276 construction Methods 0.000 abstract description 16
- 238000002955 isolation Methods 0.000 abstract description 12
- 230000007423 decrease Effects 0.000 abstract description 3
- 230000006378 damage Effects 0.000 description 3
- 239000002344 surface layer Substances 0.000 description 3
- 238000011065 in-situ storage Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 230000000703 anti-shock Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 239000002421 finishing Substances 0.000 description 1
- 239000002674 ointment Substances 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The present invention proposes a kind of architectural vibration-insulation trench cover structure, comprise the shock insulation ditch be located between shock-insulation building main body and soil response, be located at the water discharge member in described soil response and be located at the shock insulation ditch retaining wall in described shock insulation ditch, described water discharge member is provided with gripper shoe near one end of described shock insulation ditch, the cast-in-place overlapping layers being connected with prefabricated cover plate between described gripper shoe and shock-insulation building main body and being located on described prefabricated cover plate, described prefabricated cover plate and cast-in-place overlapping layers are all fixedly connected on shock-insulation building main body, sliding layer is provided with between described prefabricated cover plate and gripper shoe, to make described prefabricated cover plate and shock insulation ditch retaining wall can free relative motion under geological process.Architectural vibration-insulation trench cover structure installment construction of the present invention is simple, decreases the maloperation of constructor, improves construction precision, ensure that and can be free to slide between shock-insulation building main body and periphery space enclosing structure, improve the isolation efficiency of isolation structure.
Description
Technical field
The present invention relates to architectural vibration-insulation technical field, particularly a kind of architectural vibration-insulation trench cover structure.
Background technology
Earthquake is as a kind of natural calamity, and its disaster caused causes huge disaster to the mankind.The method that traditional architecture designs antidetonation adopts the method strengthening " firmly anti-" such as structure, increasing sectional dimension of members, increase reinforced component and the raising rigidities of structure to resist earthquake, but because earthquake has randomness, earthquake magnitude has uncertainty, adopt the anti-shock methods performance objective that carries out building structure inherently safe and the personal security designed by actual earthquake intensity of tradition " firmly anti-" to be guaranteed, be more difficult to Earthquake occurrence control secondary disaster and realize the target of valuable property safety performance.
At present, usually adopt shock-insulation building effectively to reduce the seismic damage of building, shock-insulation building needs to arrange shock insulation ditch at building periphery, shock insulation part and the building periphery soil body and ground is separated.Wherein, shock insulation trench cover is the important Accessory Members of shock-insulation building, existing shock insulation trench cover adopts cast-in-place cantilevered mostly, namely adopts cast-in-situ reinforced concrete slab directly to encorbelment from agent structure, is building periphery cast-in-situ steel reinforced concrete shock insulation ditch retaining wall under cantilever cover plate.And in order to ensure that shock-insulation building main body and project site periphery are thrown off completely, should arrange shock insulation between cantilevered shock insulation trench cover and shock insulation ditch retaining wall stitches, to make shock insulation trench cover and shock insulation ditch retaining wall can free relative motion under geological process.But there is following defect in this cast-in-place cantilevered shock insulation trench cover:
(1) rigidity of cantilevered shock insulation trench cover and bearing capacity all less, use span limited;
(2) gap of shock insulation seam is very little, and construction precision is difficult to control, and construction error easily cause between shock insulation trench cover and shock insulation ditch retaining wall can not freely-movable, when causing earthquake to occur, the isolation efficiency of isolation structure is to being subject to larger restriction, even produces destruction.
(3) generally shock insulation trench cover is constructed together with building aproll, and constructor misunderstands to design or work progress cannot cause the attention of constructor, easily causes being integrated by whole watering by mistake between shock insulation trench cover and retaining wall, can not relative motion;
(4) cantilevered shock insulation trench cover is once damage, and repairs difficulty.
Summary of the invention
The object of the invention is to propose a kind of architectural vibration-insulation trench cover structure, the maloperation of constructor can be greatly reduced, improve construction precision, ensure be free to slide between shock-insulation building main body and periphery space enclosing structure, improve the isolation efficiency of isolation structure.
For achieving the above object, the present invention proposes a kind of architectural vibration-insulation trench cover structure, comprise the shock insulation ditch be located between shock-insulation building main body and soil response, be located at the water discharge member in described soil response and be located at the shock insulation ditch retaining wall in described shock insulation ditch, described water discharge member is provided with gripper shoe near one end of described shock insulation ditch, the cast-in-place overlapping layers being connected with prefabricated cover plate between described gripper shoe and shock-insulation building main body and being located on described prefabricated cover plate, described prefabricated cover plate and cast-in-place overlapping layers are all fixedly connected on shock-insulation building main body, sliding layer is provided with between described prefabricated cover plate and gripper shoe, to make described prefabricated cover plate and shock insulation ditch retaining wall can free relative motion under geological process.
Further, in above-mentioned architectural vibration-insulation trench cover structure, described shock-insulation building main body is provided with support bracket towards described gripper shoe, described prefabricated cover plate one end is located on described support bracket, and the other end is located in described gripper shoe by sliding layer.
Further, in above-mentioned architectural vibration-insulation trench cover structure, described prefabricated cover plate and cast-in-place overlapping layers are fixed by reserved steel bar, bar planting or bolt in shock-insulation building main body and are connected to shock-insulation building main body.
Further, in above-mentioned architectural vibration-insulation trench cover structure, described sliding layer comprises the first low friction resistance material layer be attached on described prefabricated cover plate bottom surface and the second low friction resistance material layer be attached in described support plate top surface, and described first low friction resistance material layer is relative with the second low friction resistance material layer fits and can be free to slide.
Further, in above-mentioned architectural vibration-insulation trench cover structure, described sliding layer comprises the low friction resistance material layer be attached on described prefabricated cover plate bottom surface and the glide material bed of material be attached in described support plate top surface, and described low friction resistance material layer is relative with the glide material bed of material fits and can be free to slide.
Further, in above-mentioned architectural vibration-insulation trench cover structure, described sliding layer comprises at least two halves steel ball be fixed on described prefabricated cover plate bottom surface and the sliding steel plate be fixed in described support plate top surface, and described at least two halves steel ball contacts with sliding steel plate and to be relatively free to slide.
Further, in above-mentioned architectural vibration-insulation trench cover structure, described sliding layer also comprises the junction steel plate be located on described prefabricated cover plate bottom surface and extends perpendicularly to the dowel in described prefabricated cover plate and cast-in-place overlapping layers by described junction steel plate, described at least two halves steel ball is welded on described junction steel plate, and described sliding steel plate is provided with the dowel extended perpendicularly in gripper shoe.
Further, in above-mentioned architectural vibration-insulation trench cover structure, described water discharge member comprises horizontally disposed bottom of trench, the first ditch arm be oppositely arranged and the second ditch arm, described first ditch arm is vertical at described bottom of trench one end near described shock insulation ditch, and described gripper shoe level is located at the top of described first ditch arm; Described second ditch arm is vertical at described bottom of trench one end away from described shock insulation ditch, forms a gutter between described bottom of trench, the first ditch arm and the second ditch arm.
Further, in above-mentioned architectural vibration-insulation trench cover structure, the top of described second ditch arm is also provided with cantilevered plate, is covered with ditch cover plate between described cantilevered plate and cast-in-place overlapping layers.
Further, in above-mentioned architectural vibration-insulation trench cover structure, between one end of described gripper shoe and cast-in-place overlapping layers, be also connected with the first flexible water cloth, between the other end of described gripper shoe and prefabricated cover plate, be also connected with the second flexible water cloth.
Architectural vibration-insulation trench cover structure installment construction of the present invention is simple, decreases the maloperation of constructor, improves construction precision, ensure that and can be free to slide between shock-insulation building main body and periphery space enclosing structure, improve the isolation efficiency of isolation structure.
Accompanying drawing explanation
Fig. 1 is the overall schematic of architectural vibration-insulation trench cover structure one embodiment of the present invention;
Fig. 2 is the schematic diagram of part-structure first embodiment in Fig. 1;
Fig. 3 is the structural representation of part-structure second embodiment in Fig. 1;
Fig. 4 is the structural representation of part-structure the 3rd embodiment in Fig. 1.
Detailed description of the invention
The preferred embodiments of the present invention are described in detail below in conjunction with accompanying drawing.
Refer to Fig. 1 to Fig. 3, architectural vibration-insulation trench cover structure of the present invention comprises the shock insulation ditch 3 be located between shock-insulation building main body 1 and soil response 2, be located at the water discharge member 4 in described soil response 2 and be located at the shock insulation ditch retaining wall 5 in described shock insulation ditch 3, described water discharge member 4 is provided with gripper shoe 41 near one end of described shock insulation ditch 3, the cast-in-place overlapping layers 7 being connected with prefabricated cover plate 6 between described gripper shoe 41 and shock-insulation building main body 1 and being located on described prefabricated cover plate 6, described prefabricated cover plate 6 and cast-in-place overlapping layers 7 are all fixedly connected on shock-insulation building main body 1, sliding layer 9 is provided with between described prefabricated cover plate 6 and gripper shoe 41, to make described prefabricated cover plate 6 and shock insulation ditch retaining wall 5 can free relative motion under geological process.Like this, by arranging the prefabricated component such as prefabricated cover plate 6 and cast-in-place overlapping layers 7 in water discharge member 4 and shock insulation ditch 3, construction precision is made to be easy to control, and a large amount of component is assembled at engineering processing site, the maloperation of constructor can be greatly reduced, ensure that and can be free to slide between shock-insulation building main body and periphery space enclosing structure (shock insulation ditch retaining wall).
Wherein, described water discharge member 4 is prefabricated units, is namely prefabricated in the factory according to the size of designing requirement, also can be field cast-in-place component.The first ditch arm 43 and the second ditch arm 44 that described water discharge member 4 comprises horizontally disposed bottom of trench 42, is oppositely arranged, described first ditch arm 43 is vertical at described bottom of trench 42 one end near described shock insulation ditch 3, and described gripper shoe 41 level is located at the top of described first ditch arm 43; Described second ditch arm 44 is vertical at described bottom of trench 42 one end away from described shock insulation ditch 3, the top of described second ditch arm 44 is also provided with cantilevered plate 45, a gutter (figure does not mark) is formed between described bottom of trench 42, first ditch arm 43 and the second ditch arm 44, ditch cover plate 10 is covered with, with gutter described in capping between described cantilevered plate 45 and cast-in-place overlapping layers 7.The size of described cantilevered plate 45 should meet the support requirement of ditch cover plate 10, and under the size of described gripper shoe 41 should meet rarely occurred earthquake effect, prefabricated cover plate 6 is in contact with it the requirement of not dropping in face (or contact point).
Described bottom of trench 42 is also provided with levelling sloping layer 422, and convenient installation water discharge member 4, ensures construction precision.
Described shock-insulation building main body 1 is provided with towards described gripper shoe 41 and supports bracket 11, described prefabricated cover plate 6 one end is located on described support bracket 11, and the other end is located in described gripper shoe 41 by sliding layer 9.
The height of described support bracket 11 must be suitable, with the requirement of the adjustment of the horizontal location and vertical elevation that meet prefabricated cover plate.
Described prefabricated cover plate 6 and cast-in-place overlapping layers 7 are fixed by reserved steel bar, bar planting or bolt in shock-insulation building main body 1 and are connected to shock-insulation building main body 1.
Described prefabricated cover plate 6 is prefabricated units, its one end supports and is fixed on (to be fixedly connected on shock-insulation building main body 1) on described support bracket 11 by cast-in-place overlapping layers 7, the other end is movably connected on gripper shoe 41 by sliding layer 9, and described prefabricated cover plate 6 can relative support plate 41 freely-movable under geological process.
The first flexible water cloth 12 is also connected with between one end of described gripper shoe 41 and cast-in-place overlapping layers 7, the second flexible water cloth 13 is also connected with, with the erosion preventing described prefabricated cover plate 6, gripper shoe 41 and sliding layer 9 to be subject to rainwater between the other end of described gripper shoe 41 and prefabricated cover plate 6.Described first flexible water cloth 12 and the second flexible water cloth 13 all meet the deflection of structure under geological process of setting up defences.
Described cast-in-place overlapping layers 7 is also provided with outdoor architecture surface layer 8, and it is outdoor architecture surface layer and the finishings such as building aproll.
See also Fig. 1 and Fig. 2, described sliding layer 9 can be various structures form, in the first embodiment of the invention, described sliding layer 9 comprises the first low friction resistance material layer 92 be attached on described prefabricated cover plate 6 bottom surface and the second low friction resistance material layer 94 be attached on described gripper shoe 41 end face, described first low friction resistance material layer 92 is relative with the second low friction resistance material layer 94 fits and can be free to slide, and so just can realize described prefabricated cover plate 6 can relative support plate 41 freely-movable under geological process.
Described prefabricated cover plate 6 can think plane (as shown in Figure 1) with described gripper shoe 41 link, also can be provided with and outstanding connecting end portion (as shown in Figure 2), under both structure situation, described prefabricated cover plate 6 is all fit by the first low friction resistance material layer 92 is relative with the second low friction resistance material layer 94.
See also Fig. 1 and Fig. 3, in second embodiment of the invention, described sliding layer 9 comprises the low friction resistance material layer 91 be attached on described prefabricated cover plate 6 bottom surface and the glide material bed of material 93 be attached on described gripper shoe 41 end face, the described glide material bed of material 93 adds the structures such as steel column for fine sand or ointment, described low friction resistance material layer 91 is relative with the glide material bed of material 93 fits and can be free to slide, and so just can realize described prefabricated cover plate 6 can relative support plate 41 freely-movable under geological process.
See also Fig. 1 and Fig. 4, in third embodiment of the invention, described sliding layer 9 comprises at least two halves steel ball 96 be fixed on described prefabricated cover plate 6 bottom surface and the sliding steel plate 98 be fixed on described gripper shoe 41 end face, described at least two halves steel ball 96 contacts with sliding steel plate 98 and to be relatively free to slide, and so just can realize described prefabricated cover plate 6 can relative support plate 41 freely-movable under geological process.
Wherein, described sliding layer 9 also comprises the junction steel plate 95 be located on described prefabricated cover plate 6 bottom surface and extends perpendicularly to the dowel 97 in described prefabricated cover plate 6 and cast-in-place overlapping layers 7 by described junction steel plate 95, described at least two halves steel ball 96 is welded on described junction steel plate 95, and adjacent described at least between two halves steel ball 96 spacing be 0.5m.Described in so just making, at least two halves steel ball 96 is fixed on described prefabricated cover plate 6, and when Specific construction, described junction steel plate 95 and dowel 97 can be embedded in described prefabricated cover plate 6 in advance in advance.
Described sliding steel plate 98 is provided with the dowel 99 extended perpendicularly in gripper shoe 41, is fixed on described gripper shoe 41 end face to make described sliding steel plate 98.When Specific construction, described sliding steel plate 98 and dowel 99 can be embedded in described gripper shoe 41 in advance in advance.
Architectural vibration-insulation trench cover structure of the present invention is when construction and installation, first, to be prefabricated in the factory water discharge member 4 and prefabricated cover plate 6 according to the size of designing requirement, wherein, when sliding layer 9 adopts half steel ball-steel plate slide construction, sliding steel plate 98 and dowel 99 can be embedded with in the gripper shoe 41 of described water discharge member 4, described prefabricated cover plate 6 can be embedded with junction steel plate 95 and dowel 97, and described at least two halves steel ball 96 is welded on described junction steel plate 95; Then, according to the positioning height of prefabricated cover plate 6 and and shock-insulation building main body 1 between the requirement of preset clearance, support bracket 11 is mounted in described shock-insulation building main body 1, wherein, the height supporting bracket 11 must be suitable, with the requirement of the adjustment of the horizontal location and vertical elevation that meet prefabricated cover plate; Water discharge member 4 and shock insulation ditch retaining wall 5 are then installed again, described shock insulation ditch retaining wall 5 to be located in shock insulation ditch 3 and to be close to described water discharge member 4 first ditch arm 43 and arranges, and adjustment is positioned to water discharge member 4, make the requirement meeting horizontal location and vertical elevation, the quiet distance of described shock insulation ditch 3 meets the requirement of shock design; Then, one end of described prefabricated cover plate 6 is supported on described support bracket 11, the other end of described prefabricated cover plate 6 is installed in described gripper shoe 41 by sliding layer 9, and described prefabricated cover plate 6 is located leveling; Again in the cast-in-place overlapping layers 7 of described prefabricated cover plate 6 upper and outdoor architecture surface layer 8, and the first flexible water cloth 12, second flexible water cloth 13 and ditch cover plate 10 is installed; Finally, to construct on bottom of trench 42 levelling sloping layer 422 backfill soil response according to drainage requirement.Like this, by site operation, multiple prefabricated units and cover plate are installed, greatly reduce the maloperation of constructor, improve construction precision, ensure that and can be free to slide between shock-insulation building main body and periphery space enclosing structure (shock insulation ditch retaining wall), improve the isolation efficiency of isolation structure.
Compared to prior art, architectural vibration-insulation trench cover structure installment construction of the present invention is simple, decreases the maloperation of constructor, improves construction precision, ensure that and can be free to slide between shock-insulation building main body and periphery space enclosing structure, improve the isolation efficiency of isolation structure.
Here description of the invention and application is illustrative, not wants by scope restriction of the present invention in the above-described embodiments.Distortion and the change of embodiment disclosed are here possible, are known for the replacement of embodiment those those of ordinary skill in the art and the various parts of equivalence.Those skilled in the art are noted that when not departing from spirit of the present invention or substantive characteristics, the present invention can in other forms, structure, layout, ratio, and to realize with other assembly, material and parts.When not departing from the scope of the invention and spirit, can other distortion be carried out here to disclosed embodiment and change.
Claims (10)
1. an architectural vibration-insulation trench cover structure, it is characterized in that, comprise the shock insulation ditch be located between shock-insulation building main body and soil response, be located at the water discharge member in described soil response and be located at the shock insulation ditch retaining wall in described shock insulation ditch, described water discharge member is provided with gripper shoe near one end of described shock insulation ditch, the cast-in-place overlapping layers being connected with prefabricated cover plate between described gripper shoe and shock-insulation building main body and being located on described prefabricated cover plate, described prefabricated cover plate and cast-in-place overlapping layers are all fixedly connected on shock-insulation building main body, sliding layer is provided with between described prefabricated cover plate and gripper shoe, to make described prefabricated cover plate and shock insulation ditch retaining wall can free relative motion under geological process.
2. architectural vibration-insulation trench cover structure according to claim 1, it is characterized in that, described shock-insulation building main body is provided with support bracket towards described gripper shoe, and described prefabricated cover plate one end is located on described support bracket, and the other end is located in described gripper shoe by sliding layer.
3. architectural vibration-insulation trench cover structure according to claim 2, is characterized in that, described prefabricated cover plate and cast-in-place overlapping layers are fixed by reserved steel bar, bar planting or bolt in shock-insulation building main body and are connected to shock-insulation building main body.
4. architectural vibration-insulation trench cover structure according to claim 3, it is characterized in that, described sliding layer comprises the first low friction resistance material layer be attached on described prefabricated cover plate bottom surface and the second low friction resistance material layer be attached in described support plate top surface, and described first low friction resistance material layer is relative with the second low friction resistance material layer fits and can be free to slide.
5. architectural vibration-insulation trench cover structure according to claim 3, it is characterized in that, described sliding layer comprises the low friction resistance material layer be attached on described prefabricated cover plate bottom surface and the glide material bed of material be attached in described support plate top surface, and described low friction resistance material layer is relative with the glide material bed of material fits and can be free to slide.
6. architectural vibration-insulation trench cover structure according to claim 3, it is characterized in that, described sliding layer comprises at least two halves steel ball be fixed on described prefabricated cover plate bottom surface and the sliding steel plate be fixed in described support plate top surface, and described at least two halves steel ball contacts with sliding steel plate and to be relatively free to slide.
7. architectural vibration-insulation trench cover structure according to claim 6, it is characterized in that, described sliding layer also comprises the junction steel plate be located on described prefabricated cover plate bottom surface and extends perpendicularly to the dowel in described prefabricated cover plate and cast-in-place overlapping layers by described junction steel plate, described at least two halves steel ball is welded on described junction steel plate, and described sliding steel plate is provided with the dowel extended perpendicularly in gripper shoe.
8. the architectural vibration-insulation trench cover structure according to any one of claim 1 ~ 7, it is characterized in that, described water discharge member comprises horizontally disposed bottom of trench, the first ditch arm be oppositely arranged and the second ditch arm, described first ditch arm is vertical at described bottom of trench one end near described shock insulation ditch, and described gripper shoe level is located at the top of described first ditch arm; Described second ditch arm is vertical at described bottom of trench one end away from described shock insulation ditch, forms a gutter between described bottom of trench, the first ditch arm and the second ditch arm.
9. architectural vibration-insulation trench cover structure according to claim 8, is characterized in that, the top of described second ditch arm is also provided with cantilevered plate, is covered with ditch cover plate between described cantilevered plate and cast-in-place overlapping layers.
10. architectural vibration-insulation trench cover structure according to claim 9, it is characterized in that, also be connected with the first flexible water cloth between one end of described gripper shoe and cast-in-place overlapping layers, between the other end of described gripper shoe and prefabricated cover plate, be also connected with the second flexible water cloth.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410043085.1A CN103790186B (en) | 2014-01-29 | 2014-01-29 | Architectural vibration-insulation trench cover structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410043085.1A CN103790186B (en) | 2014-01-29 | 2014-01-29 | Architectural vibration-insulation trench cover structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103790186A CN103790186A (en) | 2014-05-14 |
| CN103790186B true CN103790186B (en) | 2015-11-18 |
Family
ID=50666206
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410043085.1A Active CN103790186B (en) | 2014-01-29 | 2014-01-29 | Architectural vibration-insulation trench cover structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103790186B (en) |
Families Citing this family (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104153477B (en) * | 2014-07-02 | 2017-01-25 | 罗强 | Inward-buckling-type low-friction mobile earthquake insulation ditch device |
| CN105201092B (en) * | 2015-09-17 | 2017-11-14 | 云南震安减震科技股份有限公司 | Shock insulation ditch device capable of automatically coordinating deformation |
| CN105201093A (en) * | 2015-09-18 | 2015-12-30 | 云南工程建设总承包公司 | Novel horizontal seismic ditch slidable cover plate device and mounting method thereof |
| CN106436730B (en) * | 2016-11-24 | 2018-07-03 | 贵州开磷建设集团有限公司 | A kind of masonry house concrete filled steel tube pillar support shock insulating foundation structure and construction method |
| CN106894529A (en) * | 2017-04-07 | 2017-06-27 | 云南煤化工应用技术研究院 | A kind of simple and reliable architectural vibration-insulation seam joint seal structure and its construction method |
| CN108487411A (en) * | 2018-04-14 | 2018-09-04 | 浙江新景市政园林有限公司 | Buildings waterproof structure |
| 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 |
| CN111156285B (en) * | 2019-12-13 | 2022-02-22 | 中国中元国际工程有限公司 | Open type sinking air floating platform raised floor overhanging vibration reduction system |
| CN111794290A (en) * | 2020-07-06 | 2020-10-20 | 北京城建集团有限责任公司 | Seismic isolation trench for high-rise building and installation method thereof |
| CN112575821A (en) * | 2020-12-24 | 2021-03-30 | 柳州东方工程橡胶制品有限公司 | Prefabricated assembled shock insulation ditch cover plate device |
| CN113863485B (en) * | 2021-10-26 | 2022-11-22 | 广州市天作建筑规划设计有限公司 | Connecting plate structure between building and soil retaining structure and construction method thereof |
| CN114135140B (en) * | 2021-12-20 | 2023-01-13 | 河北建筑设计研究院有限责任公司 | Shock insulation node structure for building edge shock insulation ditch top elevation different time |
| CN114135141B (en) * | 2021-12-20 | 2023-01-13 | 河北建筑设计研究院有限责任公司 | Shock insulation node structure for building corner shock insulation groove top elevation different time |
| CN117188530A (en) * | 2023-08-02 | 2023-12-08 | 山东天元建设机械有限公司 | A seismic isolation trench cover device and construction method |
| CN117344839A (en) * | 2023-11-22 | 2024-01-05 | 山东天元建设机械有限公司 | A building drainage ditch cover device with automatic reset and isolation and construction method |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2849805B2 (en) * | 1996-02-05 | 1999-01-27 | 克己 片岡 | Seismic isolation method for structures |
| JP2006241851A (en) * | 2005-03-03 | 2006-09-14 | Dooei Gaiso Kk | Floor joint apparatus |
| CN201087426Y (en) * | 2007-07-17 | 2008-07-16 | 广州大学 | Novel effective vibration isolation trench structure |
| CN202108293U (en) * | 2011-02-21 | 2012-01-11 | 江苏鸿基科技有限公司 | House shock insulation structure |
| CN202139615U (en) * | 2011-06-21 | 2012-02-08 | 卫龙武 | Mixed vibration isolating structure of house foundation |
| CN202416383U (en) * | 2012-02-01 | 2012-09-05 | 钟阳 | Earthquake isolation mechanism for building foundation |
| CN203393847U (en) * | 2013-04-23 | 2014-01-15 | 广州大学 | Reinforced concrete assembly-type chock isolation node and assembly-type chock isolation structure with node |
-
2014
- 2014-01-29 CN CN201410043085.1A patent/CN103790186B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2849805B2 (en) * | 1996-02-05 | 1999-01-27 | 克己 片岡 | Seismic isolation method for structures |
| JP2006241851A (en) * | 2005-03-03 | 2006-09-14 | Dooei Gaiso Kk | Floor joint apparatus |
| CN201087426Y (en) * | 2007-07-17 | 2008-07-16 | 广州大学 | Novel effective vibration isolation trench structure |
| CN202108293U (en) * | 2011-02-21 | 2012-01-11 | 江苏鸿基科技有限公司 | House shock insulation structure |
| CN202139615U (en) * | 2011-06-21 | 2012-02-08 | 卫龙武 | Mixed vibration isolating structure of house foundation |
| CN202416383U (en) * | 2012-02-01 | 2012-09-05 | 钟阳 | Earthquake isolation mechanism for building foundation |
| CN203393847U (en) * | 2013-04-23 | 2014-01-15 | 广州大学 | Reinforced concrete assembly-type chock isolation node and assembly-type chock isolation structure with node |
Non-Patent Citations (2)
| Title |
|---|
| 浅谈隔震建筑结构设计;商萍;《科技资讯》;20081231(第13期);第95页 * |
| 高层隔震建筑构造设计;孙晓婷等;《城市建设理论研究》;20111231(第31期);第6页第1.3节 * |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103790186A (en) | 2014-05-14 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103790186B (en) | Architectural vibration-insulation trench cover structure | |
| CN105649100B (en) | The base isolation reinforcement method of existing pile foundation building | |
| CN103266622B (en) | Great-leap-forward abnormity counterfort L-type wall-retaining structure | |
| CN105507610B (en) | The lower base isolation reinforcement method for digging increasing layer of existing pile foundation building | |
| CN102031760A (en) | Anti-rockfall method for subgrade in rock deposit zone | |
| CN108360547A (en) | A kind of bridge composite foundation suitable under the conditions of deep water, macroseism | |
| CN110206038A (en) | Supporting construction and construction method at a kind of concave foundation pit external corner | |
| CN201347560Y (en) | Composite plate foundation for transmission tower in coal mine subsidence area | |
| CN204139203U (en) | For preventing the underground pipe gallery structure deformed in high water level liquefaction site | |
| CN105421477A (en) | Construction method for tower crane foundation | |
| CN107965173A (en) | Substation with integrated foundation structure and the method for preventing substation's differential settlement | |
| CN111576495A (en) | A Seismic Isolation System Combining Foundation and Layers | |
| CN104088289B (en) | Pneumatic caisson plays heavy temporary rest pier and construction method | |
| CN204662461U (en) | One props up blocking means to the board-like cutting of top counterfort weight | |
| CN209941754U (en) | High-voltage power pipe culvert in-situ protection structure | |
| CN102943945A (en) | Earthquake-proof protection method for pipeline projects passing through fault zones | |
| CN105040708A (en) | Support system for ultra-deep foundation pit | |
| CN111877508A (en) | Rainwater pipe embedding structure and method thereof | |
| CN207714827U (en) | Substation with integrated foundation structure | |
| CN203320543U (en) | Basic structure of construction elevator | |
| CN205688448U (en) | A kind of foundation pit support device utilizing karst fragmented rock body to reinforce bearing | |
| JP7526617B2 (en) | Floating structure for a house and connecting member used in the floating structure for the house | |
| Marseh et al. | Effects of adjacent building construction: a case study | |
| CN112211200A (en) | Multilayer bonded composite three-dimensional fabric foundation pit waterproof curtain supporting structure and construction method thereof | |
| CN104109995B (en) | A kind of pedestrian overcrossing and construction method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information |
Address after: 100120 Beijing Xicheng District Dewai Street No. 12 Applicant after: CHINA AVIATION PLANNING AND DESIGN INSTITUTE (GROUP) CO., LTD. Address before: 100120 Beijing Xicheng District Dewai Street No. 12 Applicant before: China Aviation Planning and Construction Development Co., Ltd. |
|
| COR | Change of bibliographic data | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |