CN213979024U - Anticorrosive connection structure between side fascia and pile foundation - Google Patents
Anticorrosive connection structure between side fascia and pile foundation Download PDFInfo
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- CN213979024U CN213979024U CN202022574440.1U CN202022574440U CN213979024U CN 213979024 U CN213979024 U CN 213979024U CN 202022574440 U CN202022574440 U CN 202022574440U CN 213979024 U CN213979024 U CN 213979024U
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Abstract
The utility model discloses an anticorrosive connection structure between side fascia and pile foundation belongs to pile foundation technical field, including the slope protection stake, the inside one side embedding of slope protection stake is provided with steel strand wires, and the supporting ground tackle that is provided with of steel strand wires one end, the steel strand wires outside is nested in proper order and is provided with first template and second template, and first template one side opening is provided with the recess, and second template one side fixedly connected with lug, slope protection stake one side closely laminate in proper order have first I-steel and second I-steel. The utility model discloses, when being connected first template and bank protection stake through steel strand wires, because area of contact between first template and the bank protection stake is less, the installation that leads to first template is not stable enough, and first I-steel is located the steel strand wires top, and second I-steel is located the steel strand wires below, has increased area of contact between first template and the bank protection stake, has improved joint strength, has solved the anticorrosive connection structure joint strength problem of being high inadequately between current side fascia and the stake basis.
Description
Technical Field
The utility model belongs to the technical field of the pile foundation, specifically be an anticorrosive connection structure between side fascia and the pile foundation.
Background
The pile foundation is a deep foundation which is formed by connecting the tops of a plurality of piles into a whole through a bearing platform and bears dynamic and static loads together, the piles are vertical or inclined foundation components arranged in soil and are used for penetrating through a soft high-compressibility soil layer or water and transmitting the loads borne by the piles to a harder, denser or less compressible foundation bearing layer, and the piles in the pile foundation are generally called foundation piles.
Wherein, the deficiency points are as follows: the existing anti-corrosion connecting structure between the external wall panel and the pile foundation is not high enough in connecting strength and not perfect in anti-corrosion measures.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a: in order to solve the problems that the connecting strength of the existing anti-corrosion connecting structure between the external wall panel and the pile foundation is not high enough and anti-corrosion measures are not perfect enough, the anti-corrosion connecting structure between the external wall panel and the pile foundation is provided.
The utility model adopts the technical scheme as follows: the utility model provides an anticorrosive connection structure between side fascia and pile foundation, includes the slope protection stake, the inside one side embedding of slope protection stake is provided with the steel strand wires, the supporting ground tackle that is provided with of steel strand wires one end, the steel strand wires outside is nested in proper order and is provided with first template and second template, first template one side opening is provided with the recess, second template one side fixedly connected with lug, slope protection stake one side closely laminates first I-steel and second I-steel in proper order.
Wherein, the embedding is provided with first I-steel and second I-steel between first template and the bank protection stake, and first I-steel is above the steel strand wires, and the second I-steel is below the steel strand wires.
The groove on one side of the first template is matched with the lug on one side of the second template, the lug is V-shaped, and the lug is positioned below the steel strand.
The steel strand consists of 7 steel wires with the thickness of 5mm, one end of the steel strand is fixed inside the slope protection pile through concrete, and the other end of the steel strand sequentially penetrates through the first template and the second template.
The number of the steel strands is the same as that of the convex blocks, the upper openings of the convex blocks are higher than the steel strands, and the lower bottoms of the convex blocks are lower than the steel strands.
To sum up, owing to adopted above-mentioned technical scheme, the beneficial effects of the utility model are that:
1. the utility model discloses in, when being connected first template and bank protection stake through steel strand wires, because area of contact between first template and the bank protection stake is less, the installation that leads to first template is not stable enough, and first I-steel is located the steel strand wires top, and second I-steel is located the steel strand wires below, has increased area of contact between first template and the bank protection stake, has improved joint strength, has solved the anticorrosive connection structure joint strength problem of being high inadequately between current side fascia and the stake basis.
2. The utility model discloses in, when being connected first template and second template through steel strand wires, steel strand wires expose in the air, and the damp or oxidation lead to steel strand wires easily to rust, and at this moment, lug embedding recess earlier to the inside slip casting of lug, wrap up steel strand wires sealed, can prevent that steel strand wires from rustting, solved the anticorrosive connection structure between current side fascia and the pile foundation rust-resistant perfect problem of taking measures inadequately.
Drawings
FIG. 1 is a schematic diagram of a side view structure of the present invention;
FIG. 2 is a schematic diagram of a front view structure of the present invention;
fig. 3 is a schematic diagram of the whole structure of the middle stencil.
The labels in the figure are: 1. slope protection piles; 101. steel strand wires; 102. an anchorage device; 103. a first template; 1031. a groove; 104. a second template; 1041. a bump; 2. a first I-steel; 201. and a second I-shaped steel.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the invention.
In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention; the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance; furthermore, unless expressly stated or limited otherwise, the terms "mounted," "connected," and "connected" are to be construed broadly, as they may be fixedly connected, detachably connected, or integrally connected, for example; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
The utility model discloses in:
referring to fig. 1-3, an anticorrosion connecting structure between an external wall panel and a pile foundation comprises a slope protection pile 1, wherein a steel strand 101 is embedded into one side inside the slope protection pile 1, an anchorage device 102 is arranged at one end of the steel strand 101 in a matched manner, a first template 103 and a second template 104 are sequentially arranged outside the steel strand 101 in an embedded manner, a groove 1031 is arranged at an opening in one side of the first template 103, a bump 1041 is fixedly connected to one side of the second template 104, and a first i-steel 2 and a second i-steel 201 are sequentially and tightly attached to one side of the slope protection pile 1.
Referring to fig. 1 and 2, further, a first i-steel 2 and a second i-steel 201 are embedded between the first template 103 and the slope protection pile 1, the first i-steel 2 is above the steel strand 101, the second i-steel 201 is below the steel strand 101, when the first template 103 is connected with the slope protection pile 1 through the steel strand 101, because the contact area between the first template 103 and the slope protection pile 1 is small, the installation of the first template 103 is not stable enough, the first i-steel 2 is above the steel strand 101, and the second i-steel 201 is below the steel strand 101, the contact area between the first template 103 and the slope protection pile 1 is increased, the connection strength is improved, and the problem that the connection strength of an existing anti-corrosion connection structure between an external wall panel and a pile foundation is not high enough is solved.
Referring to fig. 2 and 3, further, the groove 1031 on one side of the first template 103 is fitted with the bump 1041 on one side of the second template 104, the bump 1041 is in a V shape, the bump 1041 is located below the steel strand 101, when the first template 103 is connected with the second template 104 through the steel strand 101, the steel strand 101 is exposed in the air, the steel strand 101 is easily rusted due to moisture or oxidation, at this time, the bump 1041 is embedded into the groove 1031, the slurry is injected into the bump 1041, the steel strand 101 is wrapped and sealed, the steel strand 101 can be prevented from rusting, and the problem that the anti-corrosion measures of the anti-corrosion connecting structure between the existing external wall panel and the pile foundation are not complete enough is solved.
Referring to fig. 1 and 2, further, the steel strand 101 is composed of 7 steel wires with the diameter of 5mm, one end of the steel strand 101 is fixed inside the slope protection pile 1 through concrete, and the other end of the steel strand passes through the first template 103 and the second template 104 in sequence.
Referring to fig. 2 and 3, further, the number of the steel strands 101 is the same as that of the bumps 1041, the upper openings of the bumps 1041 are higher than the steel strands 101, and the lower bottoms of the bumps 1041 are lower than the steel strands 101.
The working principle is as follows: firstly, referring to fig. 1 and 2, when the first template 103 is connected with the slope protection pile 1 through the steel strand 101, the installation of the first template 103 is not stable enough due to the small contact area between the first template 103 and the slope protection pile 1, the first i-steel 2 is positioned above the steel strand 101, and the second i-steel 201 is positioned below the steel strand 101, so that the contact area between the first template 103 and the slope protection pile 1 is increased, the connection strength is improved, and the problem that the connection strength of an existing anticorrosion connection structure between an external wall panel and a pile foundation is not high enough is solved; then, referring to fig. 2 and 3, when the first template 103 is connected with the second template 104 through the steel strand 101, the steel strand 101 is exposed in the air, and the steel strand 101 is easily rusted due to moisture or oxidation, at this time, the bump 1041 is embedded into the groove 1031, grouting is performed to the inside of the bump 1041 firstly, the steel strand 101 is wrapped and sealed, the steel strand 101 can be prevented from rusting, and the problem that the anti-corrosion connection structure between the existing external wall panel and the pile foundation is not complete in anti-corrosion measures is solved.
The above description is only exemplary of the present invention and should not be taken as limiting the scope of the present invention, as any modifications, equivalents, improvements and the like made within the spirit and principles of the present invention are intended to be included within the scope of the present invention.
Claims (5)
1. The utility model provides an anticorrosive connection structure between side fascia and pile foundation, includes protects batter pile (1), its characterized in that: the slope protection pile is characterized in that a steel strand (101) is embedded into one side of the interior of the slope protection pile (1), an anchorage device (102) is arranged at one end of the steel strand (101) in a matched mode, a first template (103) and a second template (104) are sequentially arranged in an embedded mode outside the steel strand (101), a groove (1031) is formed in an opening in one side of the first template (103), a bump (1041) is fixedly connected to one side of the second template (104), and a first I-shaped steel (2) and a second I-shaped steel (201) are sequentially and tightly attached to one side of the slope protection pile (1).
2. The anti-corrosion connecting structure between the external wall panel and the pile foundation as claimed in claim 1, wherein: a first I-shaped steel (2) and a second I-shaped steel (201) are embedded between the first template (103) and the slope protection pile (1), the first I-shaped steel (2) is arranged above the steel strand (101), and the second I-shaped steel (201) is arranged below the steel strand (101).
3. The anti-corrosion connecting structure between the external wall panel and the pile foundation as claimed in claim 1, wherein: the groove (1031) on one side of the first template (103) is matched with the bump (1041) on one side of the second template (104), the bump (1041) is V-shaped, and the bump (1041) is positioned below the steel strand (101).
4. The anti-corrosion connecting structure between the external wall panel and the pile foundation as claimed in claim 1, wherein: the steel strand wires (101) are composed of 7 steel wires with the thickness of 5mm, one end of each steel strand wire (101) is fixed inside the corresponding slope protection pile (1) through concrete, and the other end of each steel strand wire sequentially penetrates through the first template (103) and the second template (104).
5. The anti-corrosion connecting structure between the external wall panel and the pile foundation as claimed in claim 1, wherein: the number of the steel strands (101) is the same as that of the bumps (1041), the upper openings of the bumps (1041) are higher than that of the steel strands (101), and the lower bottoms of the bumps (1041) are lower than that of the steel strands (101).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022574440.1U CN213979024U (en) | 2020-11-10 | 2020-11-10 | Anticorrosive connection structure between side fascia and pile foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022574440.1U CN213979024U (en) | 2020-11-10 | 2020-11-10 | Anticorrosive connection structure between side fascia and pile foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213979024U true CN213979024U (en) | 2021-08-17 |
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|---|---|---|---|
| CN202022574440.1U Active CN213979024U (en) | 2020-11-10 | 2020-11-10 | Anticorrosive connection structure between side fascia and pile foundation |
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| CN (1) | CN213979024U (en) |
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