CN213508535U - Reinforcement type civil engineering pile foundation construction structures - Google Patents
Reinforcement type civil engineering pile foundation construction structures Download PDFInfo
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- CN213508535U CN213508535U CN202020839227.6U CN202020839227U CN213508535U CN 213508535 U CN213508535 U CN 213508535U CN 202020839227 U CN202020839227 U CN 202020839227U CN 213508535 U CN213508535 U CN 213508535U
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Abstract
The utility model provides a reinforcement type civil engineering pile foundation construction structures belongs to civil engineering technical field, including pile foundation, first support column and second support column, pile foundation four ends fixedly connected with first support column in the bottom, and fixedly connected with second support column in the middle of the bottom, pile foundation both sides lower extreme swing joint has L shaped steel board, and L shaped steel board one end is run through and is provided with a plurality of arc steel pipes of group. This kind of reinforcement type civil engineering pile foundation construction stable in structure, pass through bolt fastening at pile foundation both sides wall lower extreme with L shaped steel board, through arc steel pipe with rainwater drainage to the bottom of the earth both sides, rainwater under the L shaped steel board is infiltrated from the gap then the quick drainage of accessible second support column to the underground, the soil of pile foundation lower extreme receives the rainwater influence and forms the earth that flows, earth then can be in the same direction as first support column flow advances the recess on surface, can reach the effect of firm pile foundation after having done, support the both sides of pile foundation through the bracing piece at last, the fixed effect of pile foundation has been strengthened.
Description
Technical Field
The utility model relates to a civil engineering technical field especially relates to a reinforcement type civil engineering pile foundation construction structures.
Background
Civil engineering is a general term for scientific technology for building various land engineering facilities. It refers to both the applied materials and equipment and the technical activities of surveying, designing, constructing, maintaining and repairing, etc., and the objects of engineering construction, i.e. various engineering facilities built on the ground or underground or on land, which directly or indirectly serve human life, production, military affairs and scientific research.
All can fix well the pile foundation earlier before building, the pile foundation is fixed well the building just can stabilize, because current pile foundation single structure, in rainy day, the earth around the pile foundation receives rainwater erosion easily, leads to earth soft, causes the earth under the pile foundation to sink easily, leads to the pile foundation can't stabilize and collapse.
Therefore, it is necessary to upgrade and reform the existing reinforced civil engineering pile foundation construction structure to overcome the existing problems and disadvantages.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the problems that the existing pile foundation construction structure is single in structure and the soil around the pile foundation is easily eroded by rainwater in rainy days to cause the soil to be soft and the soil under the pile foundation to sink and cause the pile foundation to be unstable and collapse when the existing pile foundation construction structure is actually used, and provides a pile foundation construction structure for the reinforced civil engineering, which improves the structure by arranging a first supporting column, a second supporting column, a supporting rod and an L-shaped steel plate, leads the rainwater on the L-shaped steel plate to be drained to two sides of the ground by an arc-shaped steel pipe when the device is actually used, leads the rainwater which is infiltrated into the L-shaped steel plate from a gap to the bottom of the ground quickly through the second supporting column, the soil at the lower end of the pile foundation is influenced by the rainwater to form flowing soil, and the soil can flow into a groove on the surface along the first supporting column, can reach the effect of firm pile foundation after having done, support the both sides of pile foundation through the bracing piece at last, strengthened the fixed effect of pile foundation.
For realizing above-mentioned purpose, the utility model provides a following technical scheme, a reinforcement type civil engineering pile foundation construction structures, including pile foundation, first support column and second support column, pile foundation four ends fixedly connected with first support column in bottom, and the middle fixedly connected with second support column in the middle of the bottom, pile foundation both sides lower extreme swing joint has L shaped steel board, L shaped steel board one end is run through and is provided with a plurality of groups arc steel pipe, the L shaped steel board other end runs through and is provided with the bolt, pile foundation both sides middle part swing joint has the bracing piece.
Preferably, one side of the support rod is movably connected with a movable support rod, the movable support rod is movably connected with a fixing bolt, one end of the movable support rod is fixedly connected with a third support foot plate, one end of the support rod is movably connected with a first support foot plate, the other end of the support rod is movably connected with a second support foot plate, and the back of the second support foot plate is fixedly connected with an inserting nail.
Preferably, the surfaces of the support rod and the movable support rod are provided with small holes in a penetrating mode, and the hole diameter is 0.1mm longer than the diameter of the fixing bolt.
Preferably, the rubber pads are adhered to the back surfaces of the first foot supporting plate and the third foot supporting plate, and the surfaces of the rubber pads are wavy.
Preferably, the support rod is movably connected with the first support foot plate and the second support foot plate through a rotating shaft.
Preferably, the aperture of the upper end of the arc-shaped steel pipe is larger than that of the lower end of the arc-shaped steel pipe, the upper end of the arc-shaped steel pipe and the surface of the L-shaped steel plate are on the same horizontal plane, meanwhile, the lower end of the arc-shaped steel pipe extends towards the inclined lower side of the L-shaped steel plate by an angle of 45 degrees, and the aperture surface of the lower end of.
Preferably, first support column is cylindrical, and first support column surface is provided with a plurality of recess to the recess orientation is the slant 45 down, and recess horizontal depth is first support column radius simultaneously.
Preferably, the surface of the second supporting column is provided with a vertically downward groove, and the horizontal depth of the groove is 1 cm.
Has the advantages that:
(1) this kind of reinforcement type civil engineering pile foundation construction structures passes through the improvement of structure, make this device when in-service use, fix L shaped steel board on the pile foundation through the bolt, pile foundation basal area can be increaseed like this, the pile foundation can stabilize, in addition the steel sheet can be waterproof, prevent in the soil of water infiltration pile foundation bottom and lead to the soil quality soft, and through arc steel pipe with rainwater drainage to the ground bottom both sides from L shaped steel board, more effectual water around the pile foundation discharges away fast, in addition through first support column and second support column support pile foundation, the water that can be with pile foundation bottom again the infiltration flows into the ground bottom along the second support column equally, prevent that the soil quality of upper surface is soft, in addition the bracing piece is according to the pile foundation of triangle-shaped stability, strengthen firm pile foundation, prevent to collapse or sink.
(2) This kind of reinforcement type civil engineering pile foundation construction structures's advantage lies in: because the bracing piece both ends are swing joint respectively and have first footing brace and second footing brace, consequently the angle of accessible regulation second footing brace and bracing piece, paste the second footing brace on the native wall, because a plurality of inserted pin of second footing brace back fixedly connected with, can inject the inserted pin in the native wall, can prevent the removal of second footing brace, consequently fix the second footing brace on the native wall through inserted pin, then hug closely first footing brace on pile foundation wall, at last through adjusting movable vaulting pole, hug closely the third footing brace on pile foundation wall, and be in first footing brace below, make movable vaulting pole and bracing piece still have the pile foundation wall to form triangle-shaped, through triangle-shaped stable principle, strengthen the fixed effect to the pile foundation, can adjust through the bracing piece, applicable different distances of fixing between pile foundation and native wall.
(3) Secondly, the method comprises the following steps: because L shaped steel board one end runs through and is provided with the arc steel pipe, inject arc steel pipe one end soil both sides, then hug closely the L shaped steel board other end in the lower extreme of pile foundation lateral wall, fix L shaped steel board on the pile foundation through the bolt, pile foundation basal area can be increaseed like this, can stabilize the pile foundation and be difficult for collapsing, the steel sheet is waterproof in addition, prevent in the soil of water infiltration pile foundation bottom and lead to the soil quality soft, in addition the drainage of arc steel pipe, can flow into the ground bottom both sides with the rainwater from the arc steel pipe, more effectual water with around the pile foundation is removed fast, prevent that water infiltration on the L shaped steel board from leading to the soil quality soft and the collapse of pile foundation in the soil of below.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings that are required to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present invention, and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained according to the drawings without inventive efforts.
Fig. 1 is a schematic view of the overall structure of the present invention.
Fig. 2 is a schematic view of the supporting rod structure of the present invention.
Fig. 3 is a schematic structural view of the L-shaped steel plate of the present invention.
Fig. 4 is an enlarged schematic structural diagram of a in fig. 1 according to the present invention.
In FIGS. 1-4: 1-pile foundation; 2-a first support column; 3-a second support column; 4-a support bar; 401-a movable brace bar; 402-a first kicker plate; 403-a second kicker plate; 404-a third kickstand; 405-inserting a nail; 406-a dead bolt; 5-L-shaped steel plate; 501-arc steel pipe; 6-bolt.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention.
Example (b):
with reference to the figures 1-4 of the drawings,
the utility model provides a pair of reinforcement type civil engineering pile foundation construction structures, including pile foundation 1, first support column 2 and second support column 3, pile foundation 1 four end fixedly connected with first support column 2 in bottom, and fixedly connected with second support column 3 in the middle of the bottom, pile foundation 1 both sides lower extreme swing joint has L shaped steel board 5, 5 one end of L shaped steel board runs through and is provided with a plurality of arc steel pipe 501 of group, 5 other ends of L shaped steel board run through and are provided with bolt 6, 1 both sides middle part swing joint of pile foundation has bracing piece 4.
Furthermore, one side of the support rod 4 is movably connected with a movable support rod 401, the movable support rod 401 is movably connected with a fixed bolt 406, one end of the movable support rod 401 is fixedly connected with a third support foot plate 404, one end of the support rod 4 is movably connected with a first support foot plate 402, the other end of the support rod 4 is movably connected with a second support foot plate 403, and the back of the second support foot plate 403 is fixedly connected with an inserted nail 405;
in this embodiment, through this design, can the adjustable support pole 4 support the pile foundation, because first baseboard 402 and second baseboard 403 swing joint are at the both ends of bracing piece 4, consequently can be through the angle fixed support pile foundation of adjusting first baseboard 402 and second baseboard 403 and bracing piece 4, rethread adjustable movable brace 401 is fixed, and the environment of applicable difference supports the pile foundation like this.
Furthermore, small holes are arranged on the surfaces of the support rod 4 and the movable support rod 401 in a penetrating manner, and the hole diameter is 0.1mm longer than the diameter of the fixing bolt 406;
in this embodiment, through this design, bracing piece 4 and activity vaulting pole 401 accessible gim peg 406 links together to the angle of adjustable bracing piece 4 and activity vaulting pole 401, through being provided with the aperture, the available length of adjustable activity vaulting pole 401 consequently reaches the fixed effect of triangle-shaped, and then plays the effect of strengthening firmly to bracing piece 4.
Further, rubber pads are adhered to the back surfaces of the first foot supporting plate 402 and the third foot supporting plate 404, and the surfaces of the rubber pads are wavy;
in this embodiment, through this design, the friction between the first footing plate 402 and the third footing plate 404 and the pile foundation 1 can be increased, and the first footing plate 402 and the third footing plate 404 can be tightly attached to the pile foundation 1 and will not move on the surface of the pile foundation 1.
Further, the support rod 4 is movably connected with the first foot support plate 402 and the second foot support plate 403 through a rotating shaft;
in this embodiment, the angle of first footing plate 402 and second footing plate 403 is adjusted to the accessible, prevents bracing piece 4 between pile foundation 1 and cob wall to effectual pile foundation 1 of fixing in the earth hole, can make bracing piece 4 be applicable to the distance of various pile foundations 1 and cob wall through this design, supports pile foundation 1.
Furthermore, the aperture of the upper end of the arc-shaped steel pipe is larger than that of the lower end of the arc-shaped steel pipe, the upper end of the arc-shaped steel pipe and the surface of the L-shaped steel plate are on the same horizontal plane, meanwhile, the lower end of the arc-shaped steel pipe extends towards an angle of 45 degrees away from the oblique lower side of the L-shaped steel plate, and the aperture surface of the lower end;
in this embodiment, through this design, can flow into the soil of both sides below with the rainwater on L shaped steel 5 surfaces through arc steel pipe 501 in, the lower extreme pore surface can make water flow away down fast down, therefore arc steel pipe 501 has the effect of quick drainage rainwater.
Further, the first support column 2 is cylindrical, a plurality of grooves are formed in the surface of the first support column 2, the grooves face obliquely downwards 45 degrees, and the horizontal depth of each groove is the radius of the first support column 2;
in this embodiment, through this design for when moist earth is flowing downwards along first support column 2 surface, can fill up the recess on first support column 2 surface, can play the fixed effect of enhancement.
Further, a vertically downward groove is formed in the surface of the second supporting column 3, and the horizontal depth of the groove is 1 cm;
in this embodiment, through this design, second support column 3 can be peripheral to second support column 3 with the peripheral rainwater drainage of pile foundation 1, and leads away downwards along second support column 3, and the recess on second support column 3 surface can accelerate the effect of drainage rainwater.
The working principle is as follows: when using the reinforcement type civil engineering pile foundation construction structure that this embodiment provided, fix the pile foundation in the hole, make first support column 2 and second support column 3 inject in the soil, fix L shaped steel plate 5 in the pile foundation both sides through bolt 6 after that, when placing L shaped steel plate 5, earlier have arc steel pipe 501 one end to inject the lower extreme of both sides wall, the other end then hugs closely in pile foundation 1, fix through bolt 6, then put bracing piece 4 between pile foundation 1 and soil wall, insert nail 405 on second bracing foot board 403 into the soil wall lower extreme of both sides earlier, then adjust the angle of bracing piece 4, paste first bracing foot board 402 on pile foundation 1 wall, remove movable stay bar 401 at last, make third bracing foot board 404 hug closely on pile foundation 1 wall, fix movable stay bar 401 on bracing piece 4 through gim peg 406, accomplish the fixed of pile foundation 1.
The preferred embodiments of the present invention disclosed above are intended only to help illustrate the present invention. The preferred embodiments are not exhaustive and do not limit the invention to the precise embodiments disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the invention and its practical applications, to thereby enable others skilled in the art to best understand the invention for and utilize the invention. The present invention is limited only by the claims and their full scope and equivalents.
Claims (8)
1. The utility model provides a reinforcement type civil engineering pile foundation construction structures, includes pile foundation (1), first support column (2) and second support column (3), its characterized in that, pile foundation (1) four end fixedly connected with first support column (2) in bottom, and fixedly connected with second support column (3) in the middle of the bottom, pile foundation (1) both sides lower extreme swing joint has L shaped steel board (5), L shaped steel board (5) one end is run through and is provided with a plurality of groups arc steel pipe (501), L shaped steel board (5) other end runs through and is provided with bolt (6), pile foundation (1) both sides middle part swing joint has bracing piece (4).
2. The reinforced civil engineering pile foundation construction structure of claim 1, wherein a movable stay bar (401) is movably connected to one side of the support bar (4), a fixed bolt (406) is movably connected to the movable stay bar (401), a third supporting foot plate (404) is fixedly connected to one end of the movable stay bar (401), a first supporting foot plate (402) is movably connected to one end of the support bar (4), a second supporting foot plate (403) is movably connected to the other end of the support bar, and a plug pin (405) is fixedly connected to the back of the second supporting foot plate (403).
3. Reinforced civil engineering pile foundation construction structure according to claim 2, characterised in that the support rods (4) and the movable support rods (401) are provided with holes through their surface, the holes being 0.1mm longer than the diameter of the fixing bolts (406).
4. The reinforced civil engineering pile foundation construction structure of claim 2, wherein the first supporting foot plate (402) and the third supporting foot plate (404) are adhered with rubber pads on the back surfaces, and the surfaces of the rubber pads are wavy.
5. Reinforced civil engineering pile construction structure according to claim 1, characterised in that the support bar (4) is articulated by means of a rotation shaft to both the first footing plate (402) and the second footing plate (403).
6. The structure of civil engineering pile foundation construction of claim 1, wherein the diameter of the hole at the upper end of the arc steel pipe (501) is larger than that of the hole at the lower end, and the upper end of the arc steel pipe (501) is on the same horizontal plane with the surface of the L-shaped steel plate (5), while the lower end of the arc steel pipe (501) extends away from the lower side of the L-shaped steel plate (5) at an angle of 45 degrees and the hole at the lower end faces downward.
7. Reinforced civil engineering pile foundation construction structure according to claim 1, characterised in that the first support column (2) is cylindrical and the surface of the first support column (2) is provided with several grooves oriented diagonally downwards at 45 ° while the groove horizontal depth is the first support column (2) radius.
8. Reinforced civil engineering pile foundation construction structure according to claim 1, characterised in that the second supporting columns (3) are provided with vertical downward grooves on their surface, with a horizontal depth of 1 cm.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020839227.6U CN213508535U (en) | 2020-05-19 | 2020-05-19 | Reinforcement type civil engineering pile foundation construction structures |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202020839227.6U CN213508535U (en) | 2020-05-19 | 2020-05-19 | Reinforcement type civil engineering pile foundation construction structures |
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| CN213508535U true CN213508535U (en) | 2021-06-22 |
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| CN202020839227.6U Active CN213508535U (en) | 2020-05-19 | 2020-05-19 | Reinforcement type civil engineering pile foundation construction structures |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113529695A (en) * | 2021-09-09 | 2021-10-22 | 石庆林 | Positioning pile for hydraulic engineering with stable positioning and positioning method |
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- 2020-05-19 CN CN202020839227.6U patent/CN213508535U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113529695A (en) * | 2021-09-09 | 2021-10-22 | 石庆林 | Positioning pile for hydraulic engineering with stable positioning and positioning method |
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