CN202969400U - Component type high-rise civil engineering anti-seismic slow-sinking base - Google Patents
Component type high-rise civil engineering anti-seismic slow-sinking base Download PDFInfo
- Publication number
- CN202969400U CN202969400U CN 201220702924 CN201220702924U CN202969400U CN 202969400 U CN202969400 U CN 202969400U CN 201220702924 CN201220702924 CN 201220702924 CN 201220702924 U CN201220702924 U CN 201220702924U CN 202969400 U CN202969400 U CN 202969400U
- Authority
- CN
- China
- Prior art keywords
- support force
- building
- base portion
- base support
- extension body
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Images
Landscapes
- Foundations (AREA)
Abstract
The utility model relates to a component type high-rise civil engineering anti-seismic slow-sinking base which comprises a base support force column and a base support force column extension body. The base support force column extension body is of a triangular structure, and the base support force column and the base support force column extension body are integrally formed. A reinforcing pile is arranged at the bottom of the base support force column extension body. The base can effectively strengthen stability of building base points, share gravity born by a building foundation and the base support force column, avoid the fact that the base support force column of a building is easy to crack due to large self gravity of the reinforced concrete structure and low tensile strength of concrete, prolong service life of the building, improve anti-seismic capability of the building, and relieve damage of ground depression on the ground and underground buildings caused by excessive exploitation of underground water.
Description
Technical field
The utility model relates to geological prospecting, civil engineering, Architectural Mechanics field, specifically may be used on building field.
Background technology
The range of application of reinforced concrete structure in civil engineering is extremely wide, and various engineering structuress all can adopt steel concrete to build.The concrete reinforcement structure refers to the structure made with being furnished with concrete that reinforcing bar strengthens.The main member of load-bearing is built with steel concrete.The building that comprises the reinforced concrete structure that thin shell structures, large form cast-in-place structural and use sliding formwork, lift slab etc. are built.In the structure made from reinforcing bar and concrete, the reinforcing bar bearing tension, concrete bears pressure.Have firm, durable, fireproof performance is good, save steel and low cost and other advantages than steel work.But also existent defect: 1, from great; 2, concrete tensile strength is lower, easily splits.The reinforced concrete oil properties is relevant with its material, namely reinforcing bar and concrete, and wherein the tensile strength of reinforcing bar and concrete compressive strength are most important.In addition, also relevant with the temperature humidity of weather etc. among construction, because can have influence on concrete rate of set.
Reinforced concrete pile purposes in engineering construction is more and more extensive.Present walling pile is again in the placing stake, can directly design pore-forming on a ground of position, utilize impact drill or hoist engine suspention drill hammer (claiming again block stamp) up and down reciprocatingly to impact, with hard soil or crushing rock formation pore-forming, part disintegrating slag and mud are clamp-oned in hole wall, major part becomes body refuse, draws out pore-forming with drawing the slag cylinder, and then the concreting pile.Be characterized in: save steel, when bearing stratum is uneven, long can the design according to actual conditions of stake, simple in equipment, applied widely, easy to operate, the hole wall is more solid, stable, and the hole that collapses is few, not limited by the construction plant, therefore noiseless and vibration effect etc. are adopted widely.To draw body refuse more time-consuming but exist, and can not connect operation, and speed of fulfiling hole is slower, the body refuse contaminated environment, and hole bed mud slag is difficult to draw to the greatest extent, makes the problems such as pile capacity is stable not.
The utility model content
For solving the problems of the technologies described above, the utility model provides a kind of steadiness that can more effectively strengthen building thing basic point, share the gravity that bears of structure foundation and base portion support force post, avoiding building base portion support force post to hang down from great and concrete tensile strength due to the mixed soil structure self shortcoming of reinforcing bar easily splits, increase application life and the shock resistance of building, alleviate surface subsidence that the people causes the exhaustive exploitation of underground water to the slow heavy base of building of the high-rise civil engineering antidetonation of the component force type of the infringement of earth's surface and underground structure.
The utility model is that slow the sinking of the high-rise civil engineering antidetonation of a kind of component force type built base, comprises base portion support column and base portion support force post extension body, and described base portion support column extension body is triangular structure, described base portion support column and base portion support force extension body by integral forming.
Bottom the slow heavy base of building of the high-rise civil engineering antidetonation of a kind of component force type of the utility model, described base portion support force post extension body, reinforcing pile is set.
useful technique effect of the present utility model is: the slow heavy base of building of the high-rise civil engineering antidetonation of the utility model component force type is at traditional base portion support force extension body that base is built the integrated base portion support column of basic foundation upper strata casting and triangular structure of building, the lifting surface area that has not only disperseed the building base portion, increased the bearing capacity of building, also disperseed base portion upper strata base portion support column to bear gravity that the earth's surface superstructure brings and surrounding soil to the extruding force of underground bearing pressure post, the base portion support force extension body of earth's surface lower floor triangular structure waters the inferior bottom-up fine sand layer that is of building body interval intermediate gaps bottom, stone and soil mixed layer must hit tight with machinery, bulk building debris layer, soil, the such level of landfill can avoid rainwater infiltration that the surface buildings of the loosening initiation of building basic unit bottom soil is tilted to collapse in the middle of the interval, slight crack appears in earth's surface building or underground building that base portion sinks to causing, the triangle extension can be played the fractionation effect and avoid lower infiltration to the corrosiveness of support column and base portion, increase building application life and safety, stability, fastness, the base portion support force extension body of underground triangular structure flows to portion of water and waters the building body outermost layer, also infiltration under a part is diverted to the both sides packed layer, because lower floor is that the sand upper strata is stone, utilize the density of same volume sand minimum, upper strata filler density is large, building debris and with machinery compacting, consist of density contrast and produced pressure, and the feature of sand is tiny, the soil of going to a grassroots level if there is loosening, can utilize power that density contrast consists of will become flexible rapidly soil flow to and fills the space in the space, alleviate the loosening harm to building of soil.
Description of drawings
Fig. 1: the utility model vertical force diagram structural representation of the present utility model.
Fig. 2: vertical force diagram of the present utility model.
Fig. 3: the extruded force diagram of level of the present utility model.
Fig. 4: the utility model top view.
Fig. 5: the easy structure figure of the utility model component force type base portion.
Fig. 6: the utility model component force type base portion meets with earthquake and tilts.
Wherein: 1, base portion support column; 2, base portion support force post extension body; 3, reinforcing pile; 4, ground lifting surface area; 5, ground; 6, connection wall; 7, pile foundation post; 8, crossbeam; 9, ground line; 10, the structure of underground base portion support force post extension body and whole support force post; 11, doorframe; 12, window frame; 13, the strong point; A, superstructure gravity; The gravity of B, dispersion; The power that C, base portion support force post bear; D, to the building base portion extruding force; The extruding force of E, dispersion; F, inclination inertia force.
The specific embodiment
Below in conjunction with drawings and Examples, the specific embodiment of the present utility model is described in further detail.Following examples are used for explanation the utility model, but are not used for limiting scope of the present utility model.
As shown in Figure 1, the utility model is that slow the sinking of the high-rise civil engineering antidetonation of a kind of component force type built base, casts on ground, comprises base portion support column 1 and base portion support force post extension body 2, described base portion support column extension body is triangular structure, described base portion support column and base portion support force extension body by integral forming.Described base portion support force post extension body bottom arranges reinforcing pile 3.
as shown in Figure 2, the slow heavy support column of building base of the high-rise civil engineering antidetonation of the utility model component force type utilizes the law of " the triangular form structure is the most stable ", also allow simultaneously triangle support force post disperse superstructure to the gravity of pilum, the downward gravity C of the part of the gravity A of superstructure is born by base portion support column 1, triangle outer body disperses gravity B, enlarged the ground lifting surface area 4 of ground 5, triangle extends in the underground extruding force of soil to the support force post of basic unit top of also having disperseed, slow down lower infiltration to the erosion of pilum, triangle waters building body and extends the base angle and also enlarged lifting surface area, can alleviate the gravity that ground bears.
As shown in Figure 3, base portion support force post in the underground building of high-rise building not only will bear the gravity that superstructure produces, also to bear underground and rock stratum and act on the extruding force of building base portion and lower infiltration to the erosion of building base portion, bear for a long time and can allow the base portion support force post of building strain, the slow heavy triangular base support force post extension body of building base of the high-rise civil engineering antidetonation of component force type, can avoid underground extruding force with lower infiltration to direct the contacting of building to base portion support force post, leg-of-mutton structure also is conducive to disperse the extruding to base portion support force post.
As shown in Figure 4, be the slow heavy top view of building base of the high-rise civil engineering antidetonation of component force type, structure of the present utility model can increase the stress surface of high-rise building base portion, disperse superstructure to act on the gravity of base portion support force post and ground, the extension body of base portion support force post has also played avoids extruding force and lower infiltration to directly act on base portion support force post and ground, slows down the underground extruding force that acts on the building base portion and lower infiltration to the erosion of base portion support force post and ground.Same base portion support force post extension body has also increased the focusing surface of whole building, makes building more firm.
as shown in Fig. 5-6, the structure of component force type base portion substitutes the effect of building pile by the adhesive power of the reinforcing pile 3 of all base portion support force post extension bodies 2 of base portion temporarily, the support force post height that the height of leg-of-mutton base portion support force post extension body and length are the underground structure add ground 5 height and, length larger corresponding leg-of-mutton length in underground structure is larger, the gravity of base portion support force post extension body self plays the effect that increases down force when building inclination, the effect of inertia force when alleviating building inclination, triangular structure of base portion support force post extension body 2 and base portion support force post 1 whole formation, not only play the effect of protection base portion support force post in vibrations, also all triangle ennations of building surrounding can play the effect of the strong point in violent vibrations are tilted, alleviate earthquake rocking building, slow down the high-rise building angle of inclination, extend high-rise building personnel's escape time, protect to greatest extent resident family's personal safety, also increase the focusing surface of building and spud pile at underground adhesive power by leg-of-mutton base portion support force post extension body 2, antidetonation bradyseism effect is played in acting in conjunction.
The above is only preferred embodiment of the present utility model; should be understood that; for those skilled in the art; under the prerequisite that does not break away from the utility model know-why; can also make some improvement and modification, these improve and modification also should be considered as protection domain of the present utility model.
Claims (2)
1. slow the sinking of the high-rise civil engineering antidetonation of component force type built base, it is characterized in that, comprises base portion support column and base portion support force post extension body, and described base portion support column extension body is triangular structure, described base portion support column and base portion support force extension body by integral forming.
2. the high-rise civil engineering antidetonation of a kind of component force type according to claim 1 is slow heavyly builds base, it is characterized in that, described base portion support force post extension body bottom arranges reinforcing pile.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220702924 CN202969400U (en) | 2012-12-19 | 2012-12-19 | Component type high-rise civil engineering anti-seismic slow-sinking base |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220702924 CN202969400U (en) | 2012-12-19 | 2012-12-19 | Component type high-rise civil engineering anti-seismic slow-sinking base |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202969400U true CN202969400U (en) | 2013-06-05 |
Family
ID=48510494
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220702924 Expired - Fee Related CN202969400U (en) | 2012-12-19 | 2012-12-19 | Component type high-rise civil engineering anti-seismic slow-sinking base |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202969400U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115301365A (en) * | 2022-10-10 | 2022-11-08 | 江苏弘德环保科技有限公司 | Breaker is used in landfill preliminary treatment useless admittedly |
-
2012
- 2012-12-19 CN CN 201220702924 patent/CN202969400U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115301365A (en) * | 2022-10-10 | 2022-11-08 | 江苏弘德环保科技有限公司 | Breaker is used in landfill preliminary treatment useless admittedly |
| CN115301365B (en) * | 2022-10-10 | 2023-01-06 | 江苏弘德环保科技有限公司 | Breaker is used in landfill preliminary treatment useless admittedly |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN100501011C (en) | Hole drilling mudjack pile construction method | |
| CN103485363B (en) | Three-dimensional continuous frame formula reinforced concrete structure retaining wall | |
| CN108360547B (en) | Bridge composite foundation suitable for deep water and strong earthquake conditions | |
| CN103290840A (en) | Prestressed pipe pile construction method under boulder group geological conditions | |
| CN110565449A (en) | Anti-uplift and anti-separation type pile plate structure of high-speed railway | |
| CN106368219A (en) | Supporting reinforcing structure of deep foundation pit and construction method | |
| KR100816382B1 (en) | A stone column reinforced with uniformly graded permeable concrete and method for it | |
| CN105464395B (en) | A kind of building inclination rectification method for disturbing bearing course at pile end | |
| CN102839683B (en) | Granular pile-permeable concrete stake dual compound foundation and processing method | |
| CN203270438U (en) | Arch bridge foundation used for poor geological conditions | |
| CN202969400U (en) | Component type high-rise civil engineering anti-seismic slow-sinking base | |
| CN210766195U (en) | Anti-uplift and anti-separation type pile plate structure of high-speed railway | |
| CN102839647B (en) | Stirring pile-permeable concrete pile compound foundation and treatment method thereof | |
| CN209537959U (en) | Traffic loading vibration-proof structure | |
| CN106120833A (en) | A kind of underground truss-like pile foundation and construction method thereof | |
| Irkinovich et al. | CALCULATION AND DERIGN OF FOUNDATIONS ON LYOSS SOIL BASES WITH VERTICAL ARMO–ELEMENTS (VAE) | |
| CN210857264U (en) | Highway gravity type retaining wall reinforced structure | |
| CN104929101B (en) | Resistance to plucking prestress anchoraging broken stone pile and construction method that a kind of base expanding and base expanding multistage side is expanded | |
| RU94238U1 (en) | BUILDING ELEMENT BASED ON CELLULAR FRAME | |
| CN206346220U (en) | A kind of pile foundation barricade antidetonation retaining structure of the cushion containing EPS | |
| Bakr | Using the micropiles technique as a settlement control tool in the underpinning of limited headroom cases | |
| CN217580251U (en) | Deformation-preventing foundation reinforcing structure for subway traffic | |
| CN204059372U (en) | A kind of vertical permanent suspension device of rock mass | |
| CN212742411U (en) | Pile anchor support for bank protection slope | |
| Cirión et al. | Displacement rigid inclusions |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130605 Termination date: 20131219 |