CN205399503U - Anti floating botton board anchor slab formula of basement machinery anchor stock that excels in - Google Patents
Anti floating botton board anchor slab formula of basement machinery anchor stock that excels in Download PDFInfo
- Publication number
- CN205399503U CN205399503U CN201620181134.2U CN201620181134U CN205399503U CN 205399503 U CN205399503 U CN 205399503U CN 201620181134 U CN201620181134 U CN 201620181134U CN 205399503 U CN205399503 U CN 205399503U
- Authority
- CN
- China
- Prior art keywords
- anchor
- rod
- sleeve pipe
- anchor slab
- stock
- 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
- Piles And Underground Anchors (AREA)
Abstract
The utility model provides a pair of anti floating botton board anchor slab formula of basement machinery anchor stock that excels in, including anchor slab, sleeve pipe, the body of rod, the body of rod is fixed in the sleeve pipe center through the locating support, be concrete layer between the sleeve pipe and the body of rod, be equipped with the through -hole on the anchor slab, the sleeve pipe passes and is fixed in in the through -hole of anchor slab, the body of rod passes through the bolt and is connected with the anchor slab. This stock simple structure, convenient to use, low cost, the one end of stock links to each other with the ground body or structure thing, and the other end links to each other with the building foundation bottom plate to bear the produced structure pulling force of buoyancy, transmit the anchor system of stable rock stratum or main part with groundwater to the last buoyancy of building the bottom plate, thereby make the structure thing stable.
Description
Technical field
The invention belongs to building field, particularly to a kind of basement anti-floating base plate anchor plate type mechanical anchor high strength anchor bar.
Background technology
Along with the fast development of national economy and science and technology, urban construction is implemented on a large scale.In order to better solve construction land growing tension situation, fully developing the underground space, adopt the underground garage being embedded in underground and building to increase gradually, executive information systems emerges in large numbers, and foundation is more and more deeper.Meanwhile, the development and utilization as the basement part of the functions such as garage, podium or relatively independent underground structure is more and more extensive.Such underground structure construction area is big, basis is buried deeper；In historical high level of ground water situation, structure base slab deadweight is insufficiently resistant to the buoyancy of subsoil water, thus occurring to destroy or deformation, the anti-floating problem of underground structure becomes increasingly conspicuous.
Utility model content
Technical problem: in order to solve the defect of prior art, this utility model provides a kind of basement anti-floating base plate anchor plate type mechanical anchor high strength anchor bar.
Technical scheme: a kind of basement anti-floating base plate anchor plate type mechanical anchor high strength anchor bar that this utility model provides, including anchor slab, sleeve pipe, the body of rod；The described body of rod is fixed on cannula center by locating support；It it is concrete layer between described sleeve pipe and the body of rod；Described anchor slab is provided with through hole, and described sleeve pipe passes and is fixed in the through hole of anchor slab, and the described body of rod is connected with anchor slab by bolt.
As improvement, the described body of rod is the reinforcing bar body of rod.
Improving as another kind, described locating support is one group of equally distributed metallic rod in same level；The quantity of described metallic rod is individual, and the angle of adjacent metal bar is 120 °.
Beneficial effect: the basement anti-floating base plate anchor plate type mechanical anchor high strength anchor bar simple in construction, easy to use, with low cost that this utility model provides, one end of anchor pole is connected with Rock And Soil or works, the other end is connected with building sole plate, to bear structure pulling force produced by buoyancy, the buoyancy of building base plate is delivered to by subsoil water the anchoring system of stable rock stratum or main body, so that works is stable.
Accompanying drawing explanation
Fig. 1 is the structural representation of this utility model basement anti-floating base plate anchor plate type mechanical anchor high strength anchor bar.
Fig. 2 is the top view of this utility model basement anti-floating base plate anchor plate type mechanical anchor high strength anchor bar.
Fig. 3 is the axonometric chart of this utility model basement anti-floating base plate anchor plate type mechanical anchor high strength anchor bar.
Detailed description of the invention
Below this utility model basement anti-floating base plate anchor plate type mechanical anchor high strength anchor bar is further illustrated.
Basement anti-floating base plate anchor plate type mechanical anchor high strength anchor bar, is shown in Fig. 1 to 3, including anchor slab 1, sleeve pipe 2, the body of rod 3；The body of rod 3 is fixed on sleeve pipe 2 center by locating support 4；It it is concrete layer 5 between sleeve pipe 2 and the body of rod 3；Anchor slab 1 is provided with through hole 6, and sleeve pipe 2 passes and is fixed in the through hole 6 of anchor slab 1, and the body of rod 3 is connected with anchor slab 1 by bolt 7.The body of rod 3 is the reinforcing bar body of rod.Locating support 4 is one group of equally distributed metallic rod in same level；The quantity of metallic rod is 3, and the angle of adjacent metal bar is 120 °.
During use:
(1) earthwork evacuation is to designed elevation, by original state soil layer 10 compacting, and casting concrete bed course 9；
(2) below cutting depth punching to middle air slaking shale layer or sand layers 11, by be fixed with the body of rod 3 sleeve pipe 2 insert in the hole；
(3) between the body of rod 3 and sleeve pipe 2, concrete layer is injected；Cover anchor slab 1.
(4) utilize bolt 7 fixed core 3 on anchor slab 1, utilize double-layer double-direction reinforcing bar 8 to fix anchor slab 1.
Claims (3)
1. a basement anti-floating base plate anchor plate type mechanical anchor high strength anchor bar, it is characterised in that: include anchor slab (1), sleeve pipe (2), the body of rod (3)；The described body of rod (3) is fixed on sleeve pipe (2) center by locating support (4)；It is concrete layer (5) between described sleeve pipe (2) and the body of rod (3)；Described anchor slab (1) is provided with through hole (6), described sleeve pipe (2) passes and is fixed in the through hole (6) of anchor slab (1), and the described body of rod (3) is connected with anchor slab (1) by bolt (7).
2. a kind of basement anti-floating base plate anchor plate type mechanical anchor high strength anchor bar according to claim 1, it is characterised in that: the described body of rod (3) is the reinforcing bar body of rod.
3. a kind of basement anti-floating base plate anchor plate type mechanical anchor high strength anchor bar according to claim 1, it is characterised in that: described locating support (4) is one group of equally distributed metallic rod in same level；The quantity of described metallic rod is 3, and the angle of adjacent metal bar is 120 °.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620181134.2U CN205399503U (en) | 2016-03-09 | 2016-03-09 | Anti floating botton board anchor slab formula of basement machinery anchor stock that excels in |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620181134.2U CN205399503U (en) | 2016-03-09 | 2016-03-09 | Anti floating botton board anchor slab formula of basement machinery anchor stock that excels in |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205399503U true CN205399503U (en) | 2016-07-27 |
Family
ID=56440486
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620181134.2U Expired - Fee Related CN205399503U (en) | 2016-03-09 | 2016-03-09 | Anti floating botton board anchor slab formula of basement machinery anchor stock that excels in |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205399503U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109162273A (en) * | 2018-09-05 | 2019-01-08 | 江苏兴厦建设工程集团有限公司 | A kind of novel anchor rod stake |
| CN109252553A (en) * | 2018-09-07 | 2019-01-22 | 江苏兴厦建设工程集团有限公司 | A kind of no uplift pile ground library float Structure and construction method |
| CN115030151A (en) * | 2022-07-08 | 2022-09-09 | 中国五冶集团有限公司 | Anti-floating anchor rod annular support frame |
-
2016
- 2016-03-09 CN CN201620181134.2U patent/CN205399503U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109162273A (en) * | 2018-09-05 | 2019-01-08 | 江苏兴厦建设工程集团有限公司 | A kind of novel anchor rod stake |
| CN109252553A (en) * | 2018-09-07 | 2019-01-22 | 江苏兴厦建设工程集团有限公司 | A kind of no uplift pile ground library float Structure and construction method |
| CN115030151A (en) * | 2022-07-08 | 2022-09-09 | 中国五冶集团有限公司 | Anti-floating anchor rod annular support frame |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103321244B (en) | Sand foundation existing building sets up the construction method of basement | |
| CN205399503U (en) | Anti floating botton board anchor slab formula of basement machinery anchor stock that excels in | |
| CN105155548A (en) | Cable double-row pile (wall) supporting structure | |
| CN201512805U (en) | Excavated spread pole and tower foundation of side wing plate | |
| CN205225280U (en) | A combined supporting structure that is used for steel -pipe pile bar planting tunnel composite lining of soft base | |
| CN203284786U (en) | Side slope anti-slide and pre-warning system with underground water collection and utilization function | |
| CN101691760B (en) | Composite foundation combining anchor rods with excavation and construction method thereof | |
| CN104294823A (en) | Anti-floating pile structure of pre-stressed pipe pile and construction method | |
| CN203684204U (en) | Plastic flow soft foundation reinforced structure | |
| CN204000840U (en) | Concrete floral tube slip casting uplift pile | |
| CN205188976U (en) | Drag -line double row pile supporting construction | |
| CN203498860U (en) | Anchor rod foundation structure with concrete blocks for photovoltaic module brackets | |
| CN205382942U (en) | Multilayer underground space curtain posture subsurface excavated construction's supporting construction under existing facility | |
| CN201502065U (en) | Anchor rod joint excavation compound basis | |
| CN102943480B (en) | Loess foundation pit supporting method | |
| CN202644589U (en) | Soft soil geology pre-stress tube pile static pressing anti-soil-squeezing structure | |
| CN205000325U (en) | Urban road ground that tubular pile was handled | |
| CN105040707A (en) | Combined densely-arrayed pile deep foundation pit supporting and enclosure structure used as basement external wall | |
| CN204174616U (en) | Pile for prestressed pipe anti-floating pile raft structure | |
| CN207295773U (en) | A kind of underground trough-shaped body anti-floating construction | |
| CN204125941U (en) | Uplift pile structure | |
| CN204780939U (en) | Masts type double row pile struts system | |
| CN103174169A (en) | Cast-in-place H-shaped reinforced concrete and cement soil alternative underground continuous wall and construction method thereof | |
| CN203007967U (en) | Photovoltaic plant component bracket foundation for plateau Gobi sandy soil regions | |
| CN202370001U (en) | Shoring structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160727 Termination date: 20200309 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |