CN203782728U - Connecting piece between foundation pile and load-bearing platform - Google Patents
Connecting piece between foundation pile and load-bearing platform Download PDFInfo
- Publication number
- CN203782728U CN203782728U CN201420201169.9U CN201420201169U CN203782728U CN 203782728 U CN203782728 U CN 203782728U CN 201420201169 U CN201420201169 U CN 201420201169U CN 203782728 U CN203782728 U CN 203782728U
- Authority
- CN
- China
- Prior art keywords
- bearing platform
- foundation pile
- load
- connecting piece
- connector
- 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 - Lifetime
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 21
- 239000010959 steel Substances 0.000 claims abstract description 21
- 238000003466 welding Methods 0.000 claims abstract description 14
- 230000003014 reinforcing effect Effects 0.000 claims description 13
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract 2
- 230000002787 reinforcement Effects 0.000 abstract 2
- 239000004567 concrete Substances 0.000 description 8
- 238000004873 anchoring Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000010923 batch production Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model provides a connecting piece between a foundation pole and a load-bearing platform. The connecting piece is characterized in that the connecting piece is divided into a foundation pile connecting piece and a load-bearing platform connecting piece, wherein four clawed reinforcing steel bars are welded below a foundation pile welding steel plate and fixed to a reinforcement cage, a hole is formed in the center of the foundation pile welding steel plate, and a load-bearing platform bolt sleeve is welded below the hole; and four clawed reinforcing steel bars are welded on a load-bearing platform connecting piece steel plate and fixed to a reinforcement cage, and a load-bearing platform fixing bolt is welded in the position, corresponding to the load-bearing platform bolt sleeve, of a load-bearing platform welding steel plate. According to the connecting piece between the foundation pole and the load-bearing platform, the problem of unstable connection between the foundation pile and the load-bearing platform of a fabricated house is solved, so that stability and seismic capacity of the house are strengthened to a certain extent, and further, the connecting piece is simple in structure and low in cost, and has certain economic practicality.
Description
Technical field
The utility model relates to the connector between a kind of foundation pile and bearing platform, belongs to assembled-type house building field.
Background technology
Assembled-type house is to build house by the industrialized mode of production, is the part or all of member of house has been prefabricated in the factory, and is then transported to job site, member is assembled to the house building up by reliable connected mode.And assembled-type house is to utilize the system of foundation pile to complete installation in actual installation process.Wherein the coupling part between foundation pile and bearing platform becomes the most important thing that affects house stability and shock resistance.Prior art is Bar Anchorage method, single bolt and hanger in place and the embedded method of groove, do not meet the requirement of all element precasts of assembled-type house, and its complicated construction technique, be difficult to reach the requirement of assembled-type house Fast Installation, therefore, the utility model provides the connector between a kind of foundation pile and bearing platform, in order to solve the connectivity problem of assembled-type house foundation pile and bearing platform.
Utility model content
The purpose of this utility model is to overcome the deficiencies in the prior art, designs a kind of assembled-type house that is applicable to, can be together prefabricated with foundation pile and bearing platform, and firm antidetonation and cheap foundation pile bearing platform connector.
The utility model relates to the connector between a kind of foundation pile and bearing platform, this connector comprises foundation pile connector and bearing platform connector, foundation pile connector main body structure is a plane steel plate that is welded with 4 anchor bars, plane steel plate middle part is porose and below hole, be welded with bearing platform bolt sleeve, bearing platform connector main body structure is the plane steel plate that a top is welded with 4 anchor bars, and below, plane steel plate middle part is welded with the bearing platform bolt corresponding with foundation pile bolt sleeve.Bolt between foundation pile and bearing platform and bolt sleeve are interchangeable according to actual conditions position.
Foundation pile and bearing platform all adopt reinforced concrete structure, and there is reinforcing cage inside.Foundation pile connector is embedded in foundation pile in advance, and connector anchor bar and foundation pile reinforcing cage carry out anchoring, and integral body is positioned at foundation pile top.The long 2500mm of foundation pile, the taper of the side of being, bottom, length and width are 400mm.Bearing platform connector is embedded in bearing platform in advance, and connector anchor bar and foundation pile reinforcing cage carry out anchoring, and integral body is positioned at bearing platform bottom.Bearing platform bottom is a square that the length of side is 1200mm, and floor height is 150mm.Cushion cap median surface is a square that the length of side is 900mm, and floor height is 150mm.
Set bolt adopts 10.9 grades of M20-2.5 * 150 high-strength bolts, guarantees its work shear resistance.Plane steel plate adopts 350 * 350 * 10mm easily welded high-strength steel plate, and it is the high ductility cold-rolled ribbed bars of high strength of 250mm that anchor bar adopts length, has guaranteed weld strength and anchoring strength.
The utlity model has following advantage: manufacture craft requires low, can batch making quality controllable in factory; Cheap, without complex parts batch production, reduce costs; Applicable assembled-type house, can with foundation pile bearing platform Prefabrication together; Simple installation is without waiting for concreting, time saving and energy saving; Firm antidetonation, with foundation pile bearing platform one, antidetonation shearing resistance ability is strong, and bearing capacity is good.
Accompanying drawing explanation
Accompanying drawing 1 is foundation pile connector schematic diagram, and accompanying drawing 2 is bearing platform connector schematic diagram, and accompanying drawing 3 is connector position corresponding diagram before foundation pile and bearing platform are installed, and accompanying drawing 4 is that foundation pile and bearing platform are installed rear connectors drawing of site.
Reference numeral: the 1st, foundation pile band pawl anchor bar, the 2nd, bearing platform bolt sleeve, the 3rd, foundation pile welding steel, the 4th, bearing platform band pawl anchor bar, the 5th, bearing platform bolt, the 6th, bearing platform welding steel, the 7th, concrete foundation pile, the 8th, concrete bearing platform.
The specific embodiment
Below with reference to accompanying drawing, the utility model is described in detail.But embodiment of the present utility model is not limited to this.
With reference to accompanying drawing 3 these foundation pile connectors, be embedded in advance among concrete foundation pile, be positioned at foundation pile top.
Foundation pile band pawl fixedly reinforcing bar 1 is embedded in the inner fixation that rises of concrete foundation pile 7 in advance with foundation pile bolt kit 2, foundation pile welding steel 3 is positioned at concrete foundation pile top surface, foundation pile band pawl fixedly reinforcing bar 1 is fixed on the inner reinforcing cage of foundation pile 7, then carries out concreting.
With reference to accompanying drawing 3 these bearing platform connectors, be embedded in advance among concrete bearing platform, be positioned at bearing platform bottom.
Bearing platform band pawl fixedly reinforcing bar 4 is embedded in concrete bearing platform 8 tops and plays fixation, foundation pile welding steel 6 is positioned at concrete foundation pile lower surface, bearing platform band pawl fixedly reinforcing bar 4 is fixed on the inner reinforcing cage of bearing platform, then carries out concreting.
During connection, foundation pile 7 is driven underground, and foundation pile welding steel 3 exposes, and bearing platform set bolt 5 is screwed in bearing platform bolt kit 2, and bearing platform welding steel 6 is relative with foundation pile welding steel 3 and be welded and fixed.After connection as shown in Figure 4.
The utility model is not limited to above-mentioned embodiment, and anyone can draw other various forms of products under enlightenment of the present utility model.All equalizations of doing according to the utility model claim change and modify, and all should belong to covering scope of the present utility model.
Claims (2)
1. the connector between a foundation pile and bearing platform, it is characterized in that, this connector is divided into foundation pile connector and bearing platform connector, foundation pile welding steel below is welded with 4 band pawl reinforcing bars and is fixed on reinforcing cage, the porose and below welding bearing platform bolt sleeve of foundation pile welding steel core; Bearing platform connector steel plate top is welded with 4 band pawl reinforcing bars and is fixed on reinforcing cage, and bearing platform welding steel is welded with bearing platform set bolt at bearing platform bolt sleeve corresponding part.
2. the connector between foundation pile according to claim 1 and bearing platform, is characterized in that, bolt and bolt sleeve position can exchange.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420201169.9U CN203782728U (en) | 2014-04-24 | 2014-04-24 | Connecting piece between foundation pile and load-bearing platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420201169.9U CN203782728U (en) | 2014-04-24 | 2014-04-24 | Connecting piece between foundation pile and load-bearing platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203782728U true CN203782728U (en) | 2014-08-20 |
Family
ID=51318930
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420201169.9U Expired - Lifetime CN203782728U (en) | 2014-04-24 | 2014-04-24 | Connecting piece between foundation pile and load-bearing platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203782728U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105484366A (en) * | 2014-09-19 | 2016-04-13 | 任丘市永基建筑安装工程有限公司 | Connecting method of prefabricated wall panel and foundation piles of assembly type house |
| CN106906838A (en) * | 2017-04-21 | 2017-06-30 | 中国十九冶集团有限公司 | It is suitable to the detachable foundation structure and structure installation method of weak soil and backfill |
-
2014
- 2014-04-24 CN CN201420201169.9U patent/CN203782728U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105484366A (en) * | 2014-09-19 | 2016-04-13 | 任丘市永基建筑安装工程有限公司 | Connecting method of prefabricated wall panel and foundation piles of assembly type house |
| CN106906838A (en) * | 2017-04-21 | 2017-06-30 | 中国十九冶集团有限公司 | It is suitable to the detachable foundation structure and structure installation method of weak soil and backfill |
| CN106906838B (en) * | 2017-04-21 | 2019-03-19 | 中国十九冶集团有限公司 | Detachable foundation structure and structure installation method suitable for weak soil and backfill |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |