CN105970987A - Assembled construction prefabricated foundation - Google Patents
Assembled construction prefabricated foundation Download PDFInfo
- Publication number
- CN105970987A CN105970987A CN201610455877.9A CN201610455877A CN105970987A CN 105970987 A CN105970987 A CN 105970987A CN 201610455877 A CN201610455877 A CN 201610455877A CN 105970987 A CN105970987 A CN 105970987A
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- CN
- China
- Prior art keywords
- prefabricated foundation
- foundation
- convex
- convex prefabricated
- vertical muscle
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- 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.)
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Foundations (AREA)
Abstract
The invention discloses an assembled construction prefabricated foundation which comprises convex prefabricated foundation bodies, wherein a plurality of longitudinal bars are arranged in each convex prefabricated foundation body, stretch out of two ends of the convex prefabricated foundation body, and are connected with longitudinal bars of adjacent convex prefabricated foundation bodies through sleeves; a plurality of connecting bars which are vertically upwards are fixed in each convex prefabricated foundation body, stretch out of the upper part of the convex prefabricated foundation body, and are connected with an outer wall through sleeves. The assembled construction prefabricated foundation is prefabricated and finished in a factory, accurate in size and convenient to mount.
Description
Technical field
The invention belongs to assembled architecture technical field, be specifically related to a kind of assembled architecture prefabricated foundation.
Background technology
Grout sleeve is had, so needing base component to have connection lengthwise rib bottom two layers of villa prefabricated panel of assembled.But traditional infrastructure is all completed by manual type thick operation at the scene, therefore it is likely to result in that to expose muscle position, length etc. inaccurate, when later stage carries out lifting operation, prefabricated components cannot accurately be installed, also need to during operation at the scene use a lot of plank sheathing, waste resource ratio is more serious, and is affected bigger by weather.
Summary of the invention
For making up the deficiencies in the prior art, the present invention provides a kind of simple in construction, assembled architecture prefabricated foundation easy for installation.
The present invention is achieved through the following technical solutions:
A kind of assembled architecture prefabricated foundation, it is characterized in that and includes convex prefabricated foundation, described convex prefabricated foundation is concrete foundation, and inside is provided with some vertical muscle, and described vertical muscle is stretched out the two ends of convex prefabricated foundation and connected with the vertical muscle of adjacent convex prefabricated foundation by sleeve；Being fixed with some dowels straight up in described convex prefabricated foundation, this dowel is stretched out convex prefabricated foundation top and is connected with exterior wall by sleeve.
The assembled architecture prefabricated foundation of the present invention, described convex prefabricated foundation end is provided with the stirrup of fixing vertical muscle.
The assembled architecture prefabricated foundation of the present invention, the bottom of described convex prefabricated foundation is provided with three layers of basis, sequentially consists of ground floor compacting ash soil layer, second layer compacting ash soil layer and concrete cushion, and concrete cushion upper surface uses high-strength mortar levelling.
Further, the assembled architecture prefabricated foundation of the present invention, described dowel is L-shaped, and described stirrup is a few font.
The invention has the beneficial effects as follows:
1. the prefabricated foundation of the present invention is entirely and completes in factory, and mould uses the steel form that can reuse, and resource utilization is high, the policy that response national energy-saving reduces discharging.
2. the foundation precast elements size of the present invention is accurate, and error, within 2mm, does not worries installation question during in-site installation.
3. the prefabricated foundation reserving rib position of the present invention, length accurately, need not worry the reserving rib orientation problem when installing top wallboard.
4. the prefabricated foundation of present invention principal rod at base node uses sleeve connection, meets code requirement equally.
5. prefabricated in factory belong to the production that becomes more meticulous, liberated labour force, it also avoid reinforcing bar waste etc. at the scene it is often the case that.
Accompanying drawing explanation
Accompanying drawing 1 is the main TV structure schematic diagram of the present invention.
Accompanying drawing 2 is the side-looking structural representation of the present invention.
In figure, 1 convex prefabricated foundation, 2 indulge muscle, 3 sleeves, 4 dowels, 5 stirrups, 6 ground floor compacting ash soil layers, 7 second layer compacting ash soil layers, 8 concrete cushions.
Detailed description of the invention
The present invention is further detailed explanation with detailed description of the invention below in conjunction with the accompanying drawings.
Accompanying drawing is a kind of detailed description of the invention of the present invention.This embodiment includes convex prefabricated foundation 1, and described convex prefabricated foundation 1 is concrete foundation, and inside is provided with some vertical muscle 2, and described vertical muscle 2 is stretched out the two ends of convex prefabricated foundation 1 and connected with the vertical muscle 2 of adjacent convex prefabricated foundation 1 by sleeve 3；Described convex prefabricated foundation 1 end is provided with the stirrup 5 of fixing vertical muscle 2, and stirrup 5 is a few font；Being fixed with some dowels 4 straight up in described convex prefabricated foundation 1, dowel 4 is L-shaped, and this dowel 4 is stretched out convex prefabricated foundation 1 top and is connected with exterior wall by sleeve 3；The bottom of described convex prefabricated foundation 1 is provided with three layers of basis, sequentially consists of ground floor compacting ash soil layer 6, second layer compacting ash soil layer 7 and concrete cushion 8, and concrete cushion 8 upper surface uses high-strength mortar levelling.
nullThe prefabricated foundation of the present embodiment uses steel plate mould to make in factory，Can size customization according to demand，Again ready-made prefabricated foundation is transported to job site，Lay a solid foundation in advance in job site，Use high-strength mortar levelling in the basis the superiors，Then concrete prefabricated basis is fixed on foundation，Vertical muscle 2、Dowel 4 is the most pre-buried during being prefabricated in the factory，Vertical muscle 2 is stretched out the two ends of convex prefabricated foundation 1 and is connected with the vertical muscle 2 of adjacent convex prefabricated foundation 1 by sleeve 3，Connect the grouting of backward sleeve 3 fixing，Then 3 all around stems cast-in-place concrete nodes are fixed，Convex prefabricated foundation 1 inner transverse also is provided with some horizontal bars in precalculated position,The vertical muscle 2 of part and adjacent convex prefabricated foundation 1 that this horizontal bar stretches out convex prefabricated foundation 1 passes through sleeve connection，Then it is in the milk in sleeve and can fix，All around stems same cast-in-place concrete node is fixed，Stirrup 5 adds the accuracy that vertical muscle 2 is connected with sleeve 3，According to building structure, all convex prefabricated foundations 1 are laid，Some dowels 4 are stretched out on convex prefabricated foundation 1 top，This dowel 4 and wallboard are accurately positioned by sleeve 3 to be connected and carry out next step wallboard and install.
The present invention is applicable to the assembled architecture of less than three layers, and accurate positioning is easy for installation.
Claims (4)
1. an assembled architecture prefabricated foundation, it is characterized in that: include convex prefabricated foundation (1), described convex prefabricated foundation (1) is concrete foundation, inside is provided with some vertical muscle (2), and described vertical muscle (2) is stretched out the two ends of convex prefabricated foundation (1) and connected with the vertical muscle (2) of adjacent convex prefabricated foundation (1) by sleeve (3)；Being fixed with some dowels (4) straight up in described convex prefabricated foundation (1), this dowel (4) is stretched out convex prefabricated foundation (1) top and is connected with exterior wall by sleeve (3).
A kind of assembled architecture prefabricated foundation the most according to claim 1, it is characterised in that: described convex prefabricated foundation (1) end is provided with the stirrup (5) of fixing vertical muscle (2).
A kind of assembled architecture prefabricated foundation the most according to claim 1, it is characterized in that: the bottom of described convex prefabricated foundation (1) is provided with three layers of basis, sequentially consist of ground floor compacting ash soil layer (6), second layer compacting ash soil layer (7) and concrete cushion (8), concrete cushion (8) upper surface uses high-strength mortar levelling.
A kind of assembled architecture prefabricated foundation the most according to claim 1 and 2, it is characterised in that: described dowel (4) is L-shaped, and described stirrup (5) is a few font.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610455877.9A CN105970987A (en) | 2016-06-22 | 2016-06-22 | Assembled construction prefabricated foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610455877.9A CN105970987A (en) | 2016-06-22 | 2016-06-22 | Assembled construction prefabricated foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105970987A true CN105970987A (en) | 2016-09-28 |
Family
ID=57022193
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610455877.9A Pending CN105970987A (en) | 2016-06-22 | 2016-06-22 | Assembled construction prefabricated foundation |
Country Status (1)
| Country | Link |
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| CN (1) | CN105970987A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108547311A (en) * | 2018-04-28 | 2018-09-18 | 四川省文物管理委员会（四川省文物考古研究院） | Isolated footing under a kind of prefabricated assembled profile steel concrete column |
| CN109137990A (en) * | 2018-07-18 | 2019-01-04 | 中铁广州工程局集团有限公司 | A kind of prefabricated cushion cap of land delay-pour joint sectional type and its production and installation method |
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| CN202577331U (en) * | 2012-06-04 | 2012-12-05 | 江苏金土木建设集团有限公司 | Assembly-type concrete foundation of color plate simply building on construction site |
| CN202730788U (en) * | 2012-05-03 | 2013-02-13 | 徐学东 | Reinforced concrete frame prefabricated assembled-type combined foundation |
| CN103510530A (en) * | 2013-10-15 | 2014-01-15 | 合肥工业大学 | Embedded foundation of composite wallboard and implementation method thereof |
| CN204080843U (en) * | 2014-07-18 | 2015-01-07 | 中国建筑第八工程局有限公司 | Movable plank house foundation structure |
| JP2015092054A (en) * | 2013-10-03 | 2015-05-14 | 三栄商事株式会社 | Reinforcement structure of wooden building |
| CN204876055U (en) * | 2015-06-24 | 2015-12-16 | 北京宏宇地科贸有限公司 | Building foundation |
| CN206070550U (en) * | 2016-06-22 | 2017-04-05 | 山东明达建筑科技有限公司 | A kind of assembled architecture prefabricated foundation |
-
2016
- 2016-06-22 CN CN201610455877.9A patent/CN105970987A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202730788U (en) * | 2012-05-03 | 2013-02-13 | 徐学东 | Reinforced concrete frame prefabricated assembled-type combined foundation |
| CN202577331U (en) * | 2012-06-04 | 2012-12-05 | 江苏金土木建设集团有限公司 | Assembly-type concrete foundation of color plate simply building on construction site |
| JP2015092054A (en) * | 2013-10-03 | 2015-05-14 | 三栄商事株式会社 | Reinforcement structure of wooden building |
| CN103510530A (en) * | 2013-10-15 | 2014-01-15 | 合肥工业大学 | Embedded foundation of composite wallboard and implementation method thereof |
| CN204080843U (en) * | 2014-07-18 | 2015-01-07 | 中国建筑第八工程局有限公司 | Movable plank house foundation structure |
| CN204876055U (en) * | 2015-06-24 | 2015-12-16 | 北京宏宇地科贸有限公司 | Building foundation |
| CN206070550U (en) * | 2016-06-22 | 2017-04-05 | 山东明达建筑科技有限公司 | A kind of assembled architecture prefabricated foundation |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108547311A (en) * | 2018-04-28 | 2018-09-18 | 四川省文物管理委员会（四川省文物考古研究院） | Isolated footing under a kind of prefabricated assembled profile steel concrete column |
| CN109137990A (en) * | 2018-07-18 | 2019-01-04 | 中铁广州工程局集团有限公司 | A kind of prefabricated cushion cap of land delay-pour joint sectional type and its production and installation method |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160928 |
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| RJ01 | Rejection of invention patent application after publication |