CN209457056U - A kind of anti-float anchor rod that reduces is to the connecting node of pond baseboard horizontal restraint - Google Patents
A kind of anti-float anchor rod that reduces is to the connecting node of pond baseboard horizontal restraint Download PDFInfo
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- CN209457056U CN209457056U CN201822123740.0U CN201822123740U CN209457056U CN 209457056 U CN209457056 U CN 209457056U CN 201822123740 U CN201822123740 U CN 201822123740U CN 209457056 U CN209457056 U CN 209457056U
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- anchor rod
- float anchor
- horizontal
- horizontal sliding
- lamina tecti
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Abstract
The utility model discloses a kind of reduction anti-float anchor rods to the connecting node of pond baseboard horizontal restraint, including horizontal sliding nacelle, the obturator being filled in inside horizontal sliding nacelle, sealed horizontal sliding nacelle top lamina tecti, horizontal sliding nacelle is arranged between anti-float anchor rod concrete top and lamina tecti bottom end；Between foundation soil and anti-float anchor rod top and lamina tecti bottom end, horizontal sliding nacelle periphery be provided with armoured concrete slab；Lamina tecti top is provided with pond baseboard；The reinforcing bar of anti-float anchor rod sequentially passes through obturator, lamina tecti and pond baseboard.Obturator uses styrofoam inside the horizontal sliding nacelle of the utility model, and pond baseboard and anti-float anchor rod can occur relative horizontal displacement, effectively reduce anti-float anchor rod to the horizontal restraint of pond baseboard.
Description
Technical field
The utility model belongs to connecting node field, can reduce anti-float anchor rod to pond more specifically to one kind
The connecting node of floor level constraint.
Background technique
Municipal wastewater processing pond generally uses reinforced concrete structure, when cooling under temperature action, pool wall of pool, bottom
Biggish tensile stress can be generated in the concrete of plate, when the tensile stress of pool wall, underplate concrete is more than the tensile strength of concrete
After design value, concrete can crack, and when crack is larger, can cause pond leak, influence the normal use in sewage treatment pond.
By setting sliding layer to reduce ground to the horizontal restraint on basis, pool wall under temperature action, underplate concrete can be reduced
Tensile stress.When municipal wastewater processing pond self weight is insufficiently resistant to buoyancy force of underground water, underground water is generally resisted using anti-float anchor rod
Buoyancy.Sliding layer, which is arranged, can reduce ground to the horizontal restraint on basis, and the conventional connection of anti-float anchor rod and pond baseboard saves
Point, and more apparent horizontal restraint can be generated to pond baseboard.Therefore, designing one kind can reduce anti-float anchor rod to pond
The connecting node of floor level constraint, has a very important significance.
Summary of the invention
The utility model is to solve existing conventional connecting node anti-float anchor rod can be made more obvious to pond baseboard generation
The shortcomings that horizontal restraint, provides a kind of reduction anti-float anchor rod to the connecting node of pond baseboard horizontal restraint.
The technical scheme adopted by the utility model to solve the technical problem is as follows:
A kind of reduction anti-float anchor rod is designed to the connecting node of pond baseboard horizontal restraint, including horizontal sliding nacelle, filling
The lamina tecti of obturator, sealed horizontal sliding nacelle top inside horizontal sliding nacelle, the horizontal sliding nacelle are arranged in anti-floating
Between anchor concrete top and lamina tecti bottom end；Between foundation soil and anti-float anchor rod top and lamina tecti bottom end, horizontal cunning
Dynamic enclose out of my cabin is provided with armoured concrete slab；The lamina tecti top is provided with pond baseboard；The reinforcing bar of the anti-float anchor rod according to
It is secondary to pass through obturator, lamina tecti and pond baseboard.
In the above scheme, the horizontal sliding nacelle uses PVC round tube material.
In the above scheme, the lamina tecti is using round PVC board.
In the above scheme, the obturator uses styrofoam.
In the above scheme, the gap between the horizontal sliding nacelle bottom and anti-float anchor rod concrete is provided with sealing
Glue.
In the above scheme, the gap between the lamina tecti bottom and armoured concrete slab is provided with sealant.
The utility model compared with prior art, has the advantages that
Obturator uses styrofoam inside the horizontal sliding nacelle of the utility model, and with anti-float anchor rod phase can occur for pond baseboard
To horizontal displacement, anti-float anchor rod is effectively reduced to the horizontal restraint of pond baseboard；The Bar Anchorage of anti-float anchor rod is in pond baseboard
Interior, anti-float anchor rod can give full play to anti-floating effect；Gap setting between horizontal sliding nacelle bottom and anti-float anchor rod concrete
There is special seal gum, avoids cement mortar, fine sand when bed course, sliding layer construction from entering in horizontal sliding nacelle, guarantee sliding nacelle
Effective volume；Gap between horizontal sliding nacelle lamina tecti and armoured concrete slab is provided with special seal gum, avoids pool bottom
Cement mortar enters in horizontal sliding nacelle when plate is constructed, and guarantees the effective volume of sliding nacelle.
Detailed description of the invention
Below in conjunction with accompanying drawings and embodiments, the utility model is described in further detail, in attached drawing:
Fig. 1 is the overall structure figure of the utility model.
In figure: anti-float anchor rod 1, reinforcing bar 2, obturator 3, foundation soil 4, horizontal sliding nacelle 5, armoured concrete slab 6, lamina tecti
7, pond baseboard 8.
Specific embodiment
For a clearer understanding of the technical features, objectives and effects of the utility model, now control attached drawing is detailed
Illustrate specific embodiment of the present utility model.
As shown in Figure 1, the utility model provides a kind of reduction anti-float anchor rod to the connecting node of pond baseboard horizontal restraint,
Including horizontal sliding nacelle 5, the obturator 3 being filled in inside horizontal sliding nacelle 5,5 top of sealed horizontal sliding nacelle lamina tecti 7.
Horizontal sliding nacelle 5 uses PVC round tube material, and lamina tecti 7 uses styrofoam using round PVC board, obturator 3.Level sliding
Cabin 5 is arranged between 1 concrete top of anti-float anchor rod and 7 bottom end of lamina tecti, horizontal 5 bottom of sliding nacelle and 1 coagulation of anti-float anchor rod
Gap between soil is provided with sealant.Between 7 bottom end of foundation soil 4 and 1 top of anti-float anchor rod and lamina tecti, horizontal sliding nacelle
5 peripheries are provided with armoured concrete slab 6, and the gap between 7 bottom of lamina tecti and armoured concrete slab 6 is provided with sealant.Top
7 top of cover board is provided with pond baseboard 8；The reinforcing bar 2 of anti-float anchor rod 1 sequentially passes through obturator 3, lamina tecti 7 and pond baseboard 8.
The construction procedure of the utility model is as follows:
1) horizontal sliding nacelle 5 is installed on anti-float anchor rod 1；
2) gap between horizontal 5 bottom of sliding nacelle and 1 concrete of anti-float anchor rod is sealed with sealant；
3) construction sliding layer, i.e., on 4 top of foundation soil, the peripheral pouring reinforcement concrete plate 6 of horizontal sliding nacelle 5；
4) cabin obturator 3 is installed inside horizontal sliding nacelle 5；
5) lamina tecti 7 is installed to pass through the reinforcing bar 2 of anti-float anchor rod 1 in 7 corresponding position aperture of lamina tecti；
6) gap between lamina tecti 7 and armoured concrete slab 6 is sealed with sealant；
7) pouring reinforcement concrete sole plate 8.
The embodiments of the present invention are described above in conjunction with attached drawing, but the utility model is not limited to
The specific embodiment stated, the above mentioned embodiment is only schematical, rather than restrictive, this field it is common
Technical staff is not departing from the utility model aims and scope of the claimed protection situation under the enlightenment of the utility model
Under, many forms can be also made, these are belonged within the protection of the utility model.
Claims (6)
1. a kind of anti-float anchor rod that reduces is to the connecting node of pond baseboard horizontal restraint, which is characterized in that including horizontal sliding nacelle
(5), it is filled in the lamina tecti (7) of the internal obturator (3) of horizontal sliding nacelle (5), sealed horizontal sliding nacelle (5) top, it is described
Horizontal sliding nacelle (5) is arranged between anti-float anchor rod (1) concrete top and lamina tecti (7) bottom end；In foundation soil (4) and anti-floating
Between anchor pole (1) top and lamina tecti (7) bottom end, horizontal sliding nacelle (5) periphery be provided with armoured concrete slab (6)；The top
Cover board (7) top is provided with pond baseboard (8)；The reinforcing bar (2) of the anti-float anchor rod (1) sequentially passes through obturator (3), lamina tecti
(7) and pond baseboard (8).
2. a kind of connecting node for reducing anti-float anchor rod to pond baseboard horizontal restraint according to claim 1, feature
It is, the horizontal sliding nacelle (5) uses PVC round tube material.
3. a kind of connecting node for reducing anti-float anchor rod to pond baseboard horizontal restraint according to claim 1, feature
It is, the lamina tecti (7) is using round PVC board.
4. a kind of connecting node for reducing anti-float anchor rod to pond baseboard horizontal restraint according to claim 1, feature
It is, the obturator (3) uses styrofoam.
5. a kind of connecting node for reducing anti-float anchor rod to pond baseboard horizontal restraint according to claim 1, feature
It is, the gap between horizontal sliding nacelle (5) bottom and anti-float anchor rod (1) concrete is provided with sealant.
6. a kind of connecting node for reducing anti-float anchor rod to pond baseboard horizontal restraint according to claim 1, feature
It is, the gap between lamina tecti (7) bottom and armoured concrete slab (6) is provided with sealant.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822123740.0U CN209457056U (en) | 2018-12-17 | 2018-12-17 | A kind of anti-float anchor rod that reduces is to the connecting node of pond baseboard horizontal restraint |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822123740.0U CN209457056U (en) | 2018-12-17 | 2018-12-17 | A kind of anti-float anchor rod that reduces is to the connecting node of pond baseboard horizontal restraint |
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| Publication Number | Publication Date |
|---|---|
| CN209457056U true CN209457056U (en) | 2019-10-01 |
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ID=68041134
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822123740.0U Active CN209457056U (en) | 2018-12-17 | 2018-12-17 | A kind of anti-float anchor rod that reduces is to the connecting node of pond baseboard horizontal restraint |
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| CN (1) | CN209457056U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113585361A (en) * | 2021-09-06 | 2021-11-02 | 青岛理工大学 | Horizontal sliding support, anti-floating anchor rod and construction method |
| CN113789782A (en) * | 2021-10-12 | 2021-12-14 | 青岛理工大学 | Foundation slab, anti-floating anchor rod and construction method |
-
2018
- 2018-12-17 CN CN201822123740.0U patent/CN209457056U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113585361A (en) * | 2021-09-06 | 2021-11-02 | 青岛理工大学 | Horizontal sliding support, anti-floating anchor rod and construction method |
| CN113789782A (en) * | 2021-10-12 | 2021-12-14 | 青岛理工大学 | Foundation slab, anti-floating anchor rod and construction method |
| CN113789782B (en) * | 2021-10-12 | 2023-02-28 | 青岛理工大学 | Foundation slab, anti-floating anchor rod and construction method |
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