CN109629897A - A kind of anti-shock steady device applied to container construction basis - Google Patents
A kind of anti-shock steady device applied to container construction basis Download PDFInfo
- Publication number
- CN109629897A CN109629897A CN201910092471.2A CN201910092471A CN109629897A CN 109629897 A CN109629897 A CN 109629897A CN 201910092471 A CN201910092471 A CN 201910092471A CN 109629897 A CN109629897 A CN 109629897A
- Authority
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- China
- Prior art keywords
- shock
- container
- device applied
- container construction
- construction basis
- 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.)
- Pending
Links
- 238000010276 construction Methods 0.000 title claims abstract description 42
- 230000000703 anti-shock Effects 0.000 title claims abstract description 21
- 238000009413 insulation Methods 0.000 claims abstract description 20
- 230000035939 shock Effects 0.000 claims abstract description 20
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 7
- 229910000831 Steel Inorganic materials 0.000 claims description 36
- 239000010959 steel Substances 0.000 claims description 36
- 238000002955 isolation Methods 0.000 claims description 8
- 239000011248 coating agent Substances 0.000 claims description 3
- 238000000576 coating method Methods 0.000 claims description 3
- 238000009417 prefabrication Methods 0.000 abstract description 5
- 230000008901 benefit Effects 0.000 description 4
- 229920001971 elastomer Polymers 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000004064 recycling Methods 0.000 description 3
- 239000005060 rubber Substances 0.000 description 3
- 230000002528 anti-freeze Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 108010053481 Antifreeze Proteins Proteins 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 229920003051 synthetic elastomer Polymers 0.000 description 1
- 239000005061 synthetic rubber Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/08—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against transmission of vibrations or movements in the foundation soil
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/0007—Base structures; Cellars
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
A kind of anti-shock steady device applied to container construction basis, it is related to basic attachment device field, in order to which the shockproof properties for solving plain type in existing container construction basis are poor, the accidents such as easily occur slipping, fixed construction cost is high, the construction period is longer, it is difficult to prefabrication, is not easy to disassembly and mobile problem.The top of connecting elements is fixedly connected with the crossbeam of container, and the bottom end of connecting elements is fixedly connected with supporting member, and the top of supporting member is contacted by shock insulation component with the crossbeam of container, and the bottom end of supporting member is contacted by shock insulation component with the mortar that ground backfills.The present invention is suitable for container construction basis.
Description
Technical field
The present invention relates to basic attachment device fields, and in particular to the anti-shock steady applied to container construction basis fills
It sets.
Background technique
Container construction has the characteristics that stabilized structure, fast construction, and construction flexibility ratio is big, can prefabrication and assembly construction, at home
There is good development prospect outside.However, existing container construction basis is mostly plain type or fixed；The former is by container
It is simply placed on concrete pipe base, shockproof properties are poor, the accidents such as easily occur slipping, and can be only applied to some easily temporarily build
It builds, is unable to satisfy requirement of the public building for safety；The latter is fixed cabinet by connecting elements, stabilized structure, but this
Kind way construction cost is high, the construction period is longer, is difficult to prefabrication, while it being made to lose the disassembly of container construction, movement
Convenience advantage.
Summary of the invention
The present invention is that the things such as easily occur slipping in order to which the shockproof properties for solving plain type in existing container construction basis are poor
Therefore fixed construction cost is high, the construction period is longer, it is difficult to which prefabrication is not easy to disassembly and mobile problem, to mention
For a kind of anti-shock steady device applied to container construction basis.
A kind of anti-shock steady device applied to container construction basis of the present invention, including supporting member, shock insulation
Component and connecting elements；
The top of connecting elements is fixedly connected with the crossbeam of container, and the bottom end of connecting elements is fixedly connected with supporting member, branch
The top of support component is contacted by shock insulation component with the crossbeam of container, and the bottom end of supporting member is returned by shock insulation component and ground
The mortar 6 filled out contacts.
Preferably, connecting elements is realized using steel pipe 1.
Preferably, steel pipe 1 is coating steel pipe.
Preferably, supporting member includes 2 cross steel arch 2 and 4 support portions；
The center projections of cross steel arch 2,2 cross steel arches 2 pass through the setting symmetrical above and below of shock insulation component, and 20
The center projections face of font steel arch 2 is contacted with shock insulation component, and 4 extension ends of every cross steel arch 2 pass through a branch
Support part is fixed with the corresponding extension end of another cross steel arch 2.
Preferably, shock insulation component is realized using isolation cushion 3.
Preferably, coagulation is equipped between the center projections of cross steel arch 2 and the mortar 6 of ground backfill of lower part
The pre- buried column 5 of soil.
Preferably, support portion is realized using I-steel 4.
It is convenient during the safety and installation, disassembled for transport of container construction in use to combine
Property, the present invention optimizes the junction component of container base crossbeam and basic built-in fitting, take can prefabricated processing mark
Standardization component improves the construction convenience of container construction, anti-shock steady.The present invention does not need site welding and fixes, and avoids
Slippage risk, reduces difficulty of construction, shortens the duration；Disassembly and transportational process improve building without component is destroyed
Recycling rate of waterused and economic benefit.
Detailed description of the invention
Fig. 1 is a kind of solid of the anti-shock steady device applied to container construction basis described in specific embodiment two
Structural schematic diagram；
Fig. 2 is a kind of longitudinal direction of the anti-shock steady device applied to container construction basis described in specific embodiment two
Cross-sectional view.
Specific embodiment
Specific embodiment 1: a kind of anti-shock steady dress applied to container construction basis described in present embodiment
It sets, including supporting member, shock insulation component and connecting elements；
The top of connecting elements is fixedly connected with the crossbeam of container, and the bottom end of connecting elements is fixedly connected with supporting member, branch
The top of support component is contacted by shock insulation component with the crossbeam of container, and the bottom end of supporting member is returned by shock insulation component and ground
The mortar contact 6 filled out.
Specific embodiment 2: illustrating present embodiment referring to Figures 1 and 2, present embodiment is to specific implementation
A kind of anti-shock steady device applied to container construction basis described in mode one is described further, in present embodiment,
Connecting elements is realized using steel pipe 1.Steel pipe 1 is the coating steel pipe of diameter 20mm.Steel pipe 1 respectively with the crossbeam of container and support
Member Welding is fixed.Connecting elements undertakes most of vertical load under normal condition.
Specific embodiment 3: present embodiment is to be applied to container construction to one kind described in specific embodiment two
The anti-shock steady device on basis is described further, and in present embodiment, supporting member includes 2 cross steel arch 2 and 4 branch
Support part；
The center projections of cross steel arch 2,2 cross steel arches 2 pass through the setting symmetrical above and below of shock insulation component, and 20
The center projections face of font steel arch 2 is contacted with shock insulation component, and 4 extension ends of every cross steel arch 2 pass through a branch
Support part is fixed with the corresponding extension end of another cross steel arch 2.
Supporting member is composed of 2 cross steel arch 2 and 4 support portions, cross steel arch 2 and 4 support portion it
Between by being welded and fixed, improve device globality, then be placed on the concrete embedded column 5 of ground, while cross steel arch 2
Also there is certain elasticity, can absorb the energy that vibration generates.
Specific embodiment 4: present embodiment is to be applied to container construction to one kind described in specific embodiment three
The anti-shock steady device on basis is described further, and in present embodiment, shock insulation component is realized using isolation cushion 3.
The material of isolation cushion 3 is synthetic rubber, antifreeze, ageing-resistant, isolation cushion 3 totally 9, is divided into three groups, respectively as branch
Support between component and the crossbeam of container, between supporting member, between supporting member and ground mortar backfill anti-freeze expansion layer every
Bed course is shaken, the energy of earthquake or the generation in other geological disasters is absorbed.
Specific embodiment 5: present embodiment is to be applied to container construction to one kind described in specific embodiment four
The anti-shock steady device on basis is described further, and in present embodiment, support portion is realized using I-steel 4.
Present embodiment the utility model has the advantages that
1. increase basic bearing area and support point quantity, structural stability is strong, high safety.
2. component can carry out prefabrication processing installation, on-site hoisting placement, without the live work such as extra soldered, anchoring
Construction cost is effectively reduced in sequence, shortens the construction period.
3. increasing the connection of many places rubber vibration isolation cushion, the energy-absorbing of structure, anti-seismic performance are improved, while rubber vibration isolation cushion reduces
Energy loss caused by cold bridge, heat bridge is suitable for a variety of climatological regions.
4. this component can high-volume it is prefabricated, installation, convenient disassembly, high recycling rate, rubber vibration isolation cushion can substitute, can be with
Realize recycling for container construction.
It is obvious to a person skilled in the art that invention is not limited to the details of the above exemplary embodiments, Er Qie
In the case where without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms.Therefore, no matter
From the point of view of which point, the present embodiments are to be considered as illustrative and not restrictive, and the scope of the present invention is by appended power
Benefit requires rather than above description limits, it is intended that all by what is fallen within the meaning and scope of the equivalent elements of the claims
Variation is included within the present invention.
Claims (7)
1. a kind of anti-shock steady device applied to container construction basis, which is characterized in that including supporting member, shock insulation component
And connecting elements；
The top of connecting elements is fixedly connected with the crossbeam of container, and the bottom end of connecting elements is fixedly connected with supporting member, supports structure
The top of part is contacted by shock insulation component with the crossbeam of container, what the bottom end of supporting member was backfilled by shock insulation component and ground
Mortar (6) contact.
2. a kind of anti-shock steady device applied to container construction basis according to claim 1, which is characterized in that institute
Connecting elements is stated to realize using steel pipe (1).
3. a kind of anti-shock steady device applied to container construction basis according to claim 2, which is characterized in that institute
Stating steel pipe (1) is coating steel pipe.
4. a kind of anti-shock steady device applied to container construction basis according to claim 1, which is characterized in that institute
Stating supporting member includes 2 cross steel arches (2) and 4 support portions；
The center projections of cross steel arch (2), 2 cross steel arches (2) pass through the setting symmetrical above and below of shock insulation component, and 20
The center projections face of font steel arch (2) is contacted with shock insulation component, and 4 extension ends of every cross steel arch (2) pass through one
A support portion is fixed with the corresponding extension end of another cross steel arch (2).
5. a kind of anti-shock steady device applied to container construction basis according to claim 1 or 4, feature exist
In the shock insulation component is realized using isolation cushion (3).
6. a kind of anti-shock steady device applied to container construction basis according to claim 4, which is characterized in that position
Concrete embedded column (5) are equipped between the mortar (6) that the center projections and ground of the cross steel arch (2) of lower part backfill.
7. a kind of anti-shock steady device applied to container construction basis according to claim 4, which is characterized in that institute
Support portion is stated to realize using I-steel (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910092471.2A CN109629897A (en) | 2019-01-30 | 2019-01-30 | A kind of anti-shock steady device applied to container construction basis |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910092471.2A CN109629897A (en) | 2019-01-30 | 2019-01-30 | A kind of anti-shock steady device applied to container construction basis |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109629897A true CN109629897A (en) | 2019-04-16 |
Family
ID=66064272
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910092471.2A Pending CN109629897A (en) | 2019-01-30 | 2019-01-30 | A kind of anti-shock steady device applied to container construction basis |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109629897A (en) |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201358524Y (en) * | 2009-02-18 | 2009-12-09 | 湖南省第四工程有限公司 | House vibration isolation device |
| CN205259390U (en) * | 2015-11-30 | 2016-05-25 | 中国轻工业南宁设计工程有限公司 | Isolation bearing structure of building |
| CN209494282U (en) * | 2019-01-30 | 2019-10-15 | 哈尔滨工业大学建筑设计研究院 | A kind of anti-shock steady device applied to container construction basis |
-
2019
- 2019-01-30 CN CN201910092471.2A patent/CN109629897A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201358524Y (en) * | 2009-02-18 | 2009-12-09 | 湖南省第四工程有限公司 | House vibration isolation device |
| CN205259390U (en) * | 2015-11-30 | 2016-05-25 | 中国轻工业南宁设计工程有限公司 | Isolation bearing structure of building |
| CN209494282U (en) * | 2019-01-30 | 2019-10-15 | 哈尔滨工业大学建筑设计研究院 | A kind of anti-shock steady device applied to container construction basis |
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Application publication date: 20190416 |