CN206581284U - A kind of architectural engineering stake - Google Patents
A kind of architectural engineering stake Download PDFInfo
- Publication number
- CN206581284U CN206581284U CN201720144222.XU CN201720144222U CN206581284U CN 206581284 U CN206581284 U CN 206581284U CN 201720144222 U CN201720144222 U CN 201720144222U CN 206581284 U CN206581284 U CN 206581284U
- Authority
- CN
- China
- Prior art keywords
- stake
- architectural engineering
- main body
- solid
- stabilizer
- 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
Landscapes
- Foundations (AREA)
Abstract
The utility model discloses a kind of architectural engineering of construction engineering technical field stake, including architectural engineering stake main body, the architectural engineering stake main body includes steel substrate, elastic packed layer is provided with the top of the steel substrate, concrete king pile is provided with the top of the elastic packed layer, the left and right sides of the architectural engineering stake main body is provided with the solid stake of stabilizer, the inner chamber of the solid stake of stabilizer described in two groups, which is offered, leads mud chamber, the left side wall of the solid stake of the left side stabilizer and the right side wall of the solid stake of right stabilizer set are provided with discharge pipeline, and discharge pipeline is connected with leading mud chamber, compared with existing architectural engineering stake, the utility model is simple in construction, it is easy to use, the utility model adds bradyseism pad on the basis of existing architectural engineering stake, it is stable to support stake and elastic packed layer, pass through bradyseism pad, the using cooperatively of stake and elastic packed layer is fallen in stable support, the anti-seismic performance of architectural engineering stake can be improved.
Description
Technical field
The utility model is related to construction engineering technical field, specially a kind of architectural engineering stake.
Background technology
In modern architecture, building lot is required to be made up of foundation pile, and its usual structure is goed deep into greatly by several
The common bearing unit for having supported a cushion cap, having constituted building of concrete column stake.In the building process of building stake,
Basic building theory is, by building pile bearing building, building is not settled.In current construction, stake holes is beaten
To enough depths, just it is believed that stake holes bottom has enough flintinesses, building can be supported, therefore, passes through perfusion or pre-
The mode of stake processed, the pile in stake holes, you can construct building bearing unit.However, current a variety of buildings stake, is firm
Property stake, though building can be supported, because itself and building are rigidly connected, once occurring earthquake, the vibrations of building stake will be straight
The vibrations for involving building body are connect, therefore its anti-seismic performance is poor, therefore, a kind of it is proposed that architectural engineering stake.
Utility model content
The purpose of this utility model is to provide a kind of architectural engineering stake, with solve to propose in above-mentioned background technology due to
Architectural engineering stake is rigidly connected with building, once occurring earthquake, the vibrations of building stake will directly involve the vibrations of building body, because
The problem of this its anti-seismic performance is poor.
To achieve the above object, the utility model provides following technical scheme：A kind of architectural engineering stake, including architectural engineering
Stake main body, the architectural engineering stake main body includes being provided with elastic packed layer at the top of steel substrate, the steel substrate, described
Concrete king pile is provided with the top of elastic packed layer, the left and right sides of the architectural engineering stake main body is provided with stabilizer and consolidated
Stake, the inner chamber of the solid stake of stabilizer described in two groups, which is offered, leads mud chamber, the left side wall and right stabilizer of the solid stake of the left side stabilizer
The right side wall of the solid stake of set is provided with discharge pipeline, and discharge pipeline is connected with leading mud chamber, the left side of the solid stake of the left side stabilizer
Wall and the right side wall of the solid stake of right stabilizer set are provided with the top of stable support stake, the architectural engineering stake main body and are provided with
Bearing platform is provided with the top of bradyseism pad, the bradyseism pad.
It is preferred that, the stable bottom for supporting stake, the bottom of architectural engineering stake main body and the solid stake of two groups of stabilizers is equal
It is provided with inclined-plane.
It is preferred that, stake is mutually isostructural ten groups to the discharge pipeline with stable support, and discharge pipeline is supported with stable
The one-to-one corresponding of falling stake, the discharge pipeline is located at the top that stabilization supports stake.
Compared with prior art, the beneficial effects of the utility model are：Compared with existing architectural engineering stake, this practicality is new
Type is simple in construction, easy to use, and the utility model adds bradyseism pad, stable support on the basis of existing architectural engineering stake
Stake and elastic packed layer, fall the using cooperatively of stake and elastic packed layer by bradyseism pad, stable support, can improve building work
The anti-seismic performance of journey stake.
Brief description of the drawings
Fig. 1 is the utility model structural representation；
Fig. 2 is the utility model architectural engineering stake agent structure schematic diagram.
In figure：1 architectural engineering stake main body, 11 steel substrates, 12 elastic packed layers, 13 concrete king piles, 2 stabilizers are consolidated
Mud chamber, 4 discharge pipelines, 5 stable supports stake, 6 bradyseism pads, 7 bearing platforms are led in stake, 3.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment obtained, belongs to the scope of the utility model protection.
Fig. 1-2 is referred to, the utility model provides a kind of technical scheme：A kind of architectural engineering stake, including architectural engineering stake
Main body 1, architectural engineering stake main body 1 includes steel substrate 11, and the top of steel substrate 1 is provided with elastic packed layer 12, and elasticity is filled out
The top for filling layer 12 is provided with concrete king pile 13, and the left and right sides of architectural engineering stake main body 1 is provided with the solid stake 2 of stabilizer,
The inner chamber of the solid stake 2 of two groups of stabilizers, which is offered, leads mud chamber 3, and the left side wall and right stabilizer of the solid stake 2 of left stabilizer set cover solid stake 2
Right side wall is provided with discharge pipeline 4, and discharge pipeline 4 is connected with leading mud chamber 3, the left side wall of the solid stake 2 of left stabilizer set and right side
The right side wall of the solid stake 2 of stabilizer is provided with stable support stake 5, and the top of architectural engineering stake main body 1 is provided with bradyseism pad 6,
The top of bradyseism pad 6 is provided with bearing platform 7.
Wherein, the stable bottom for supporting stake 5, the bottom of architectural engineering stake main body 1 and the solid stake 2 of two groups of stabilizers is respectively provided with
There is inclined-plane, so that the process that architectural engineering stake main body 1 is inserted into ground becomes simpler, discharge pipeline 4 and stable support
Stake 5 is mutually isostructural ten groups, and stake 5 is corresponded discharge pipeline 4 with stable support, and discharge pipeline 4 is located at stable support
The top of stake 5.
Operation principle：When the utility model is inserted in ground, vibrations tup is placed in the top of bearing platform 7, passed through
The vibrations for shaking tup squeeze into architectural engineering stake main body 1 in ground, and bradyseism pad 6 can avoid bearing platform 7 directly with building work
Journey stake main body 1 is contacted, and is caused to damage during architectural engineering stake main body 1 squeezes into ground, is squeezed into the mistake of ground
The soil of the lower section of architectural engineering stake main body 1, which is entered, in journey leads in mud chamber 3, then is discharged by discharge pipeline 4, and stabilization supports down stake
5th, the bottom of architectural engineering stake main body 1 and the bottom of the solid stake 2 of two groups of stabilizers are provided with inclined-plane, can so reduce building work
The resistance that journey stake main body 1 declines so that the process that architectural engineering stake main body 1 is inserted into ground becomes simpler, in this practicality
It is new that in use, architectural engineering stake main body 1 is by stable support, stake 5 and the ground of horizontal direction produce wedging function, so that
So that architectural engineering stake main body 1 becomes more stable when in use, when occurring earthquake, stake 5 increases building for stable support
Contact area between engineering pile main body 1 and ground, and then make it that the pressure that architectural engineering stake main body 1 is given a shock is subtracted
It is small, and then reach the effect of antidetonation.
While there has been shown and described that embodiment of the present utility model, for the ordinary skill in the art,
It is appreciated that these embodiments can be carried out in the case where not departing from principle of the present utility model and spirit a variety of changes, repaiies
Change, replace and modification, scope of the present utility model is defined by the appended claims and the equivalents thereof.
Claims (3)
1. a kind of architectural engineering stake, including architectural engineering stake main body (1), it is characterised in that：Architectural engineering stake main body (1) bag
Include and elastic packed layer (12) is provided with the top of steel substrate (11), the steel substrate (1), the elastic packed layer (12)
Top is provided with concrete king pile (13), and the left and right sides of the architectural engineering stake main body (1) is provided with the solid stake of stabilizer
(2), the inner chamber of the solid stake (2) of stabilizer described in two groups, which is offered, leads mud chamber (3), the left side wall of the solid stake (2) of the left side stabilizer
The right side wall for covering solid stake (2) with right stabilizer is provided with discharge pipeline (4), and discharge pipeline (4) is connected with leading mud chamber (3), left
The left side wall of the solid stake (2) of stabilizer described in side and the right side wall of the solid stake (2) of right stabilizer set are provided with stabilization and support stake
(5), it is provided with the top of the architectural engineering stake main body (1) at the top of bradyseism pad (6), the bradyseism pad (6) and is provided with load-bearing
Platform (7).
2. a kind of architectural engineering stake according to claim 1, it is characterised in that：The stabilization supports stake (5), building work
The bottom of journey stake main body (1) and the bottom of the solid stake (2) of two groups of stabilizers are provided with inclined-plane.
3. a kind of architectural engineering stake according to claim 1, it is characterised in that：The discharge pipeline (4) and stablize support and fall
Stake (5) is mutually isostructural ten groups, and stake (5) is corresponded discharge pipeline (4) with stable support, discharge pipeline (4) position
Support the top of stake (5) in stabilization.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720144222.XU CN206581284U (en) | 2017-02-17 | 2017-02-17 | A kind of architectural engineering stake |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720144222.XU CN206581284U (en) | 2017-02-17 | 2017-02-17 | A kind of architectural engineering stake |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206581284U true CN206581284U (en) | 2017-10-24 |
Family
ID=60090682
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720144222.XU Expired - Fee Related CN206581284U (en) | 2017-02-17 | 2017-02-17 | A kind of architectural engineering stake |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206581284U (en) |
-
2017
- 2017-02-17 CN CN201720144222.XU patent/CN206581284U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206928345U (en) | Existing skyscraper cuts the load conversion device of stake rectification | |
| CN206785409U (en) | A kind of unsymmetrial loading tunnel | |
| CN207244654U (en) | Stake two layers of retaining wall structure of support | |
| CN206368331U (en) | A kind of Bridge Crack bracing means | |
| CN205152971U (en) | Composite pile foundation pile is offended and disobey with rude remarks and is shaken damping adjustment device | |
| CN206581284U (en) | A kind of architectural engineering stake | |
| CN109487760A (en) | A kind of hydraulic structure large volume backfill structure and method | |
| CN211006730U (en) | Novel shock attenuation formula building engineering stake | |
| CN203238621U (en) | Grouting pile provided with double layers of tensile bars | |
| CN206635793U (en) | A kind of good building lot of anti seismic efficiency | |
| CN205918201U (en) | Energy -conserving shock attenuation formula building house | |
| CN206666955U (en) | Reinforced civil grille | |
| CN201593261U (en) | Wall body module | |
| CN206545218U (en) | A kind of reinforcement type ground and basis | |
| CN206319683U (en) | A kind of adjustable shock-absorbing plate | |
| CN206800413U (en) | A kind of soil-baffling structure | |
| CN207582671U (en) | A kind of energy saving steel construction unit and steel construction | |
| CN206457734U (en) | A kind of double layer reinforced concrete box culvert | |
| CN208565414U (en) | A kind of structures with interlayer seismic isolation classification damping device | |
| CN202577290U (en) | Pipe pile grouting pile head | |
| CN206581287U (en) | A kind of retaining wall | |
| CN207109878U (en) | The split type building aseismicity structure of civil engineering | |
| CN207079811U (en) | A kind of anti-seismic structure post | |
| CN205223978U (en) | Stone masonry gravity dam | |
| CN206956708U (en) | A kind of dike fender pile |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171024 Termination date: 20200217 |