CN112681306A - Anti-floating anchor rod construction structure - Google Patents
Anti-floating anchor rod construction structure Download PDFInfo
- Publication number
- CN112681306A CN112681306A CN202011535940.2A CN202011535940A CN112681306A CN 112681306 A CN112681306 A CN 112681306A CN 202011535940 A CN202011535940 A CN 202011535940A CN 112681306 A CN112681306 A CN 112681306A
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- Prior art keywords
- steel pipe
- anchor
- anchor rod
- construction structure
- floating
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- 238000007667 floating Methods 0.000 title claims abstract description 28
- 238000010276 construction Methods 0.000 title claims abstract description 25
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 64
- 239000010959 steel Substances 0.000 claims abstract description 64
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 16
- 239000000565 sealant Substances 0.000 claims abstract description 13
- 239000000463 material Substances 0.000 claims abstract description 9
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 5
- 239000012528 membrane Substances 0.000 claims description 5
- 238000004078 waterproofing Methods 0.000 claims description 5
- 239000004568 cement Substances 0.000 claims description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 3
- 239000003292 glue Substances 0.000 description 6
- 238000000034 method Methods 0.000 description 3
- 239000011435 rock Substances 0.000 description 3
- 238000007789 sealing Methods 0.000 description 3
- 238000004873 anchoring Methods 0.000 description 2
- 230000010412 perfusion Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000021615 conjugation Effects 0.000 description 1
- 230000008094 contradictory effect Effects 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004065 semiconductor Substances 0.000 description 1
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- Piles And Underground Anchors (AREA)
Abstract
The invention discloses an anti-floating anchor rod construction structure, which comprises a cushion layer, an anchor rod part, an anchor rod end part arranged at the top end of the anchor rod part and a sleeve type anchorage device embedded in the anchor rod part and the anchor rod end part, the end part of the anchor rod comprises a steel pipe, a rubber pad, an anchor backing plate, a sealant, a waterproof coiled material and a water stop steel ring plate, the bottom of the steel pipe is embedded in the rubber pad, the rubber pad is arranged at the bottom end of the steel pipe and is abutted against the top end of the rod part of the anchor rod, the anchor backing plate is arranged at the top end of the steel pipe, the top end of the sleeve type anchorage device is fixedly arranged on the anchor backing plate, the sealant is wrapped on the steel pipe and at least partially extends to the cushion layer, the waterproof coiled material is wrapped on the sealant and at least partially extends to the cushion layer, the water-stopping steel ring plate is sleeved on the steel pipe, and a non-cured layer and a micro-expansion waterproof mortar layer are poured into the steel pipe. The invention has the beneficial effects that: the structure has high strength, can be applied to various complex construction environments, and has excellent anti-floating performance.
Description
[ technical field ] A method for producing a semiconductor device
The invention relates to the technical field of underground structures of constructional engineering, in particular to an anti-floating anchor rod construction structure.
[ background of the invention ]
Underground structure engineering in areas with high underground water level, such as tunnels, basements, underground or semi-underground pools and the like, needs to be specially designed for resisting floating under the condition that the self weight of the structure is not enough to resist the buoyancy of underground water.
The general structure itself has several types of anti-floating measures: increasing the weight to resist the buoyancy. And secondly, resisting buoyancy by using uplift piles. Anchoring with anchor rod to resist buoyancy. The above several commonly used methods have their own disadvantages and limitations: increasing the weight is usually an increase in the thickness of the structure, or an increase in the weight internally, which is mostly uneconomical; the adoption of the uplift pile or the anchor rod is realized by utilizing the frictional resistance or the anchoring force formed by embedding the uplift pile or the anchor rod into a rock stratum, so that the condition that the rock stratum is arranged on the shallow earth surface is needed, and the method has great limitation on the regions with poor shallow soil quality.
However, a great number of coastal cities in China belong to soft soil areas, rock strata are basically absent within 50 meters of the ground surface, the underground water level is high, underground water appears at 0.5-1.5 meters of the ground surface, the buoyancy is high, and special anti-floating design is required.
At present, the traditional construction process is adopted in the construction of the anti-floating anchor rod, and the reinforcing steel bars of the anti-floating anchor rod are placed after hole forming, but the traditional anti-floating anchor rod is not high in structural strength and poor in anti-floating performance and is not suitable for complex construction environments.
[ summary of the invention ]
The invention discloses an anti-floating anchor rod construction structure which can solve the technical problems related to the background technology.
In order to achieve the purpose, the technical scheme of the invention is as follows:
an anti-floating anchor rod construction structure comprises a cushion layer, an anchor rod part, an anchor rod end part arranged at the top end of the anchor rod part and a sleeve type anchorage device embedded in the anchor rod part and the anchor rod end part, wherein the anchor rod end part comprises a steel pipe, a rubber pad, an anchor backing plate, sealant, a waterproof coiled material and a water stop steel ring plate, the bottom of the steel pipe is embedded in the cushion layer, the rubber pad is arranged at the bottom end of the steel pipe and abutted against the top end of the anchor rod part, the anchor backing plate is arranged at the top end of the steel pipe, the top end of the sleeve type anchorage device is fixedly arranged on the anchor backing plate, the sealant is wrapped on the steel pipe and at least partially extends to the cushion layer, the waterproof coiled material is wrapped on the sealant and at least partially extends to the cushion layer, the water stop steel ring plate is sleeved on the steel pipe and abutted against, and a non-cured layer and a micro-expansion waterproof mortar layer positioned on the non-cured layer are poured into the steel pipe.
As a preferred improvement of the invention, the sealant has a thickness of 5 mm.
As a preferable improvement of the present invention, a wrapping length of the sealer and the waterproofing membrane in a height direction of the steel pipe is 250 mm.
As a preferred improvement of the invention, the thickness of the cushion layer is 100 mm.
As a preferable improvement of the invention, the sleeve type anchorage device comprises two unbonded prestressed steel strands and two PVC pipes sleeved on the two unbonded prestressed steel strands respectively.
As a preferable improvement of the invention, the bottom end of the sleeve-type anchorage device is used for hanging the load-bearing body.
As a preferred refinement of the invention, the perfusion height of the non-solidified layer is 100 mm.
In a preferred improvement of the present invention, the steel pipe is a steel pipe of phi 140 × 6, and the water-stop steel ring plate is a steel pipe of phi 480 × 5.
As a preferred improvement of the invention, the top end of the shank of the anchor rod needs to be leveled.
As a preferable improvement of the invention, the outside of the rod part of the anchor rod is filled with cement paste.
The invention has the beneficial effects that: the structure has high strength, can be applied to various complex construction environments, and has excellent anti-floating performance.
[ description of the drawings ]
In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings needed to be used in the description of the embodiments are briefly introduced below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and other drawings can be obtained by those skilled in the art without inventive efforts, wherein:
fig. 1 is a schematic structural view of the anti-floating anchor rod construction structure of the present invention;
fig. 2 is a cross-sectional structural view of the bolt shank.
In the figure, 1: a cushion layer; 2: an anchor rod portion; 3, anchor rod end part 4: a sleeve anchor; 31: a steel pipe; 32: a rubber pad; 33: an anchor backing plate; 34: sealing glue; 35: waterproof coiled materials; 36: a water stop steel ring plate; 5: a non-cured layer; 6: the micro-expansion waterproof mortar layer is formed; 41: unbonded prestressed steel strands; 42: PVC pipes; 7: a carrier.
[ detailed description ] embodiments
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
It should be noted that all the directional indicators (such as up, down, left, right, front, and rear … …) in the embodiment of the present invention are only used to explain the relative position relationship between the components, the movement situation, etc. in a specific posture (as shown in the drawing), and if the specific posture is changed, the directional indicator is changed accordingly.
In addition, the descriptions related to "first", "second", etc. in the present invention are only for descriptive purposes and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one such feature. In the description of the present invention, "a plurality" means at least two, e.g., two, three, etc., unless specifically limited otherwise.
In the present invention, unless otherwise expressly stated or limited, the terms "connected," "secured," and the like are to be construed broadly, and for example, "secured" may be a fixed connection, a removable connection, or an integral part; can be mechanically or electrically connected; they may be directly connected or indirectly connected through intervening media, or they may be connected internally or in any other suitable relationship, unless expressly stated otherwise. The specific meanings of the above terms in the present invention can be understood by those skilled in the art according to specific situations.
In addition, the technical solutions in the embodiments of the present invention may be combined with each other, but it must be based on the realization of those skilled in the art, and when the technical solutions are contradictory or cannot be realized, such a combination of technical solutions should not be considered to exist, and is not within the protection scope of the present invention.
Referring to fig. 1, the present invention provides an anti-floating anchor rod construction structure, which includes a cushion layer 1, an anchor rod portion 2, an anchor rod end portion 3 disposed at the top end of the anchor rod portion 2, and a sleeve type anchor 4 embedded in the anchor rod portion 2 and the anchor rod end portion 3, wherein the anchor rod end portion 3 includes a steel pipe 31, a rubber pad 32, an anchor backing plate 33, a sealant 34, a waterproof coiled material 35, and a water-stop steel ring plate 36.
The thickness of the cushion layer 1 is 100mm, and sufficient structural strength is guaranteed.
The bottom of steel pipe 31 is inlayed and is located in the bed course 1, rubber pad 32 install in the bottom of steel pipe 31 and butt in the top of stock pole portion 2, through setting up rubber pad 32 can improve steel pipe 31 with sealing performance between the top of stock pole portion 2 improves water-proof effects.
The anchor backing plate 33 is arranged at the top end of the steel pipe 31, the top end of the sleeve type anchorage device 4 is fixedly arranged on the anchor backing plate 33, and the anchor backing plate 33 is arranged, so that the sleeve type anchorage device 4 can be conveniently and fixedly arranged, and sundries, dust and the like can be prevented from falling into the steel pipe 31.
Sealed glue 34 wrap up in on the steel pipe 31 and at least part extend to on the bed course 1, waterproofing membrane 35 wrap up in sealed glue 34 on and at least part extend to on the bed course 1, 36 covers of stagnant water steel ring board are located steel pipe 31 on and the butt in sealed glue 34 with waterproofing membrane 35 top is through setting up sealed glue 34 with waterproofing membrane 35 can effectively prevent that water from following the outside surface of steel pipe 31 spills over, very big improvement this anti water resistance who floats stock construction structures.
Specifically, the steel pipe 31 is a phi 140 × 6 steel pipe, and the water stop steel ring plate 36 is a phi 480 × 5 steel pipe, so that the structural strength of the anchor rod is improved.
It is further noted that, in order to further improve the waterproof performance, the thickness of the sealant is 5 mm. And the wrapping length of the sealing glue and the waterproof coiled material along the height direction of the steel pipe is 250 mm.
The steel pipe 31 is poured with a non-cured layer 5 and a micro-expansion waterproof mortar layer 6 on the non-cured layer 5. And, the perfusion height of the non-solidified layer 5 is 100 mm. Thus, water can be effectively prevented from overflowing from the inside of the steel pipe 31.
Referring to fig. 2, the telescopic anchorage device 4 includes two unbonded prestressed steel strands 41 and two PVC pipes 42 respectively sleeved on the two unbonded prestressed steel strands 41. The bottom end of the sleeve type anchorage device 4 is used for hanging a bearing body 7.
The top of stock pole portion 2 need make level, is convenient for install stock tip 3, and can improve rubber pad 32 with the conjugation degree in stock pole portion 2 improves waterproof performance. The outside of the anchor rod 2 is filled with cement paste 8, and of course, in order to facilitate the positioning of the anchor rod 2 and prevent the anchor rod 2 from deflecting, a positioner (not shown) may be additionally installed.
The invention has the beneficial effects that: the structure has high strength, can be applied to various complex construction environments, and has excellent anti-floating performance.
While embodiments of the invention have been disclosed above, it is not limited to the applications set forth in the specification and the embodiments, which are fully applicable to various fields of endeavor for which the invention pertains, and further modifications may readily be made by those skilled in the art, it being understood that the invention is not limited to the details shown and described herein without departing from the general concept defined by the appended claims and their equivalents.
Claims (10)
1. An anti-floating anchor rod construction structure is characterized by comprising a cushion layer, an anchor rod part, an anchor rod end part arranged at the top end of the anchor rod part and a sleeve type anchor device embedded in the anchor rod part and the anchor rod end part, wherein the anchor rod end part comprises a steel pipe, a rubber pad, an anchor backing plate, sealant, a waterproof coiled material and a water stop steel ring plate, the bottom of the steel pipe is embedded in the cushion layer, the rubber pad is arranged at the bottom end of the steel pipe and abutted against the top end of the anchor rod part, the anchor backing plate is arranged at the top end of the steel pipe, the top end of the sleeve type anchor device is fixedly arranged on the anchor backing plate, the sealant is wrapped on the steel pipe and at least partially extends to the cushion layer, the waterproof coiled material is wrapped on the sealant and at least partially extends to the cushion layer, the water stop steel ring plate is sleeved on the steel pipe and abutted against the, and a non-cured layer and a micro-expansion waterproof mortar layer positioned on the non-cured layer are poured into the steel pipe.
2. An anti-floating anchor construction structure according to claim 1, wherein said sealant has a thickness of 5 mm.
3. An anti-floating anchor rod construction structure as claimed in claim 1, wherein a wrapping length of said sealer and said waterproofing membrane in a height direction of said steel pipe is 250 mm.
4. An anti-floating anchor construction structure as claimed in claim 1, wherein the cushion layer has a thickness of 100 mm.
5. An anti-floating anchor construction structure as claimed in claim 1, wherein said telescopic anchorage comprises two unbonded prestressed steel strands and two PVC pipes respectively fitted over said two unbonded prestressed steel strands.
6. An anti-floating anchor construction structure as claimed in claim 1, wherein said telescopic anchor bottom end is adapted to carry a carrier.
7. An anti-floating anchor construction structure according to claim 1, wherein the non-cured layer has a pouring height of 100 mm.
8. An anti-floating anchor construction structure according to claim 1, wherein the steel pipe is a phi 140 x 6 steel pipe, and the water stop steel ring plate is a phi 480 x 5 steel pipe.
9. An anti-floating anchor construction structure according to claim 1, wherein the top end of the anchor rod portion is leveled.
10. An anti-floating anchor construction structure as claimed in claim 1, wherein the outside of the rod part of the anchor is grouted with cement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011535940.2A CN112681306A (en) | 2020-12-23 | 2020-12-23 | Anti-floating anchor rod construction structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011535940.2A CN112681306A (en) | 2020-12-23 | 2020-12-23 | Anti-floating anchor rod construction structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN112681306A true CN112681306A (en) | 2021-04-20 |
Family
ID=75451029
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202011535940.2A Pending CN112681306A (en) | 2020-12-23 | 2020-12-23 | Anti-floating anchor rod construction structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112681306A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113235668A (en) * | 2021-04-29 | 2021-08-10 | 中国建筑第八工程局有限公司 | Anti-floating anchor rod waterproof structure and construction method |
-
2020
- 2020-12-23 CN CN202011535940.2A patent/CN112681306A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113235668A (en) * | 2021-04-29 | 2021-08-10 | 中国建筑第八工程局有限公司 | Anti-floating anchor rod waterproof structure and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20210420 |