CN220868176U - Building pile for building construction - Google Patents
Building pile for building construction Download PDFInfo
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- CN220868176U CN220868176U CN202322343770.3U CN202322343770U CN220868176U CN 220868176 U CN220868176 U CN 220868176U CN 202322343770 U CN202322343770 U CN 202322343770U CN 220868176 U CN220868176 U CN 220868176U
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- 238000009435 building construction Methods 0.000 title abstract description 12
- 230000002787 reinforcement Effects 0.000 claims abstract description 84
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 34
- 238000010276 construction Methods 0.000 claims description 17
- 230000000149 penetrating effect Effects 0.000 claims 2
- 238000000034 method Methods 0.000 abstract description 3
- 239000003351 stiffener Substances 0.000 description 7
- 238000009434 installation Methods 0.000 description 4
- 238000005553 drilling Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 239000004566 building material Substances 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
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- 238000002360 preparation method Methods 0.000 description 1
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Abstract
The utility model provides a building pile for building construction, wherein a pile body is placed in a hole on the ground, a downward force is applied to a pile cap, a tamping column is pressed into an inner cavity of the pile body, in the process, the lower ends of the tamping column contact and squeeze the top surfaces of a left limiting block and a right limiting block, so that the left limiting block is pushed to move left and right, a left reinforcing rod moves left and a right reinforcing rod moves right, the left end of the left reinforcing rod and the right end of the right reinforcing rod extend out of the side wall of the pile body and then are transversely spliced with the ground, meanwhile, a left anti-drop rod and a right anti-drop rod move downwards and are vertically spliced with the ground, concrete is poured in through a pouring hole after the pile is installed, the concrete enters the inner cavity through a supporting channel, flows out of a first and second flow holes, and is poured and reinforced from inside to outside. The utility model has ingenious design, can carry out transverse reinforcement and vertical reinforcement and concrete pouring reinforcement, further improves the stability of the building pile during use, and is suitable for large-scale popularization and application.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to the technical field of building supporting units, and specifically relates to a building pile for building construction.
Background
Building construction is a production activity performed by people for constructing various building products in a certain space and time according to a specific design blueprint by using various building materials and mechanical equipment. It includes all production processes from construction preparation, earth breaking and construction completion and acceptance.
In the construction of a building at a construction site, it is necessary to pile on the ground, which is supported together by a platform mainly of several concrete column piles which are deep into the ground, to constitute a supporting unit of the building, by which the building is supported so that the building does not settle.
For example, chinese patent publication No. CN203174590U discloses a building pile comprising a pile head; the pile head is provided with threads; the upper end of the pile head is provided with a pile body; the outer surface of the pile body is provided with a spiral sheet; the upper end of the pile body is provided with a round hole; an anti-corrosion layer is arranged in the pile body; a hard layer is arranged in the anti-corrosion layer; when the pile is used, the round holes on the pile body are fixed through drilling machinery at a designated place, and then the building pile is drilled into the ground; because the pile head is provided with threads, the building pile can be easily drilled into the ground; the spiral sheets are arranged on the pile body of the building pile, so that redundant soil can be carried out; and punching and pouring are not needed, so that time and labor are saved, and the cost of the building is reduced to a great extent.
However, the building pile has the following problems in the use process: when using, through the setting of screw thread and flight, squeeze into the building stake to the underground use, the contact surface of building stake and soil is less, and the atress direction is single, when equidirectional exogenic action, the building stake easily takes place not hard up to influence the stability of building stake during use.
Accordingly, it is desirable to provide a building pile for construction which can be reinforced in the lateral direction and in the vertical direction, and reinforced by concrete casting, thereby improving the stability of the building pile in use.
Disclosure of utility model
In order to overcome the defects in the prior art, the utility model aims to provide the building pile for building construction, which is ingenious in design, can be used for transverse reinforcement and vertical reinforcement and concrete pouring reinforcement, further improves the stability of the building pile during use, and is suitable for large-scale popularization and application.
In order to achieve the above purpose, the utility model provides a building pile for building construction, which is characterized by comprising a pile body, a left reinforcement, a right reinforcement, a pile cap, a tamping column, a left anti-falling piece and a right anti-falling piece, wherein:
The pile body comprises a pile body and a pile head, wherein the pile body and the pile head are vertically arranged, the lower end of the pile body is arranged at the upper end of the pile head, the pile body is provided with an inner cavity, a first flow hole and a second flow hole are respectively and transversely arranged on the side wall of the pile body and the side wall of the pile head, and the first flow hole and the second flow hole are both communicated with the inner cavity;
The pile cap is horizontally arranged and propped against the top of the pile body, the tamping column is vertically arranged and positioned in the inner cavity, the upper end of the tamping column vertically movably penetrates through the top of the pile body and is connected with the pile cap, the lower end of the tamping column gradually tapers from top to bottom towards the middle, the pile cap and the tamping column are vertically provided with a pouring hole and a main channel respectively, the pouring hole is positioned on the main channel and is communicated with the main channel, the tamping column is also horizontally provided with a supporting channel, and the main channel is communicated with the inner cavity through the supporting channel;
The left reinforcement comprises a left reinforcement rod and a left limit block, the left reinforcement rod is arranged along the left-right direction and is penetrated through the side wall of the pile body in a left-right movable way, the left limit block is positioned in the inner cavity and is connected with the right end of the left reinforcement rod to limit the right end of the left reinforcement rod in the inner cavity, the left limit block is positioned at the left side of the tamping column and abuts against the tamping column, the top surface of the left limit block is arranged along the front-back direction and is obliquely arranged along the direction from left to right towards the lower right, and the left end of the left reinforcement rod is positioned at the left side of the pile body;
The right reinforcement comprises a right reinforcement rod and a right limiting block, the right reinforcement rod is arranged along the left-right direction and is penetrated through the side wall of the pile body in a left-right movable manner, the right limiting block is positioned in the inner cavity and is connected with the left end of the right reinforcement rod to limit the left end of the right reinforcement rod in the inner cavity, the right limiting block is positioned on the right side of the tamping column and abuts against the tamping column, the top surface of the right limiting block is arranged along the front-back direction and is obliquely arranged along the left-right direction towards the left lower side, and the right end of the right reinforcement rod is positioned on the right side of the pile body;
The left anti-drop piece comprises a left anti-drop rod, the left anti-drop rod is vertically arranged and located on the left side of the pile body, the upper end of the left anti-drop rod is located below the pile cap and connected with the pile cap, the right anti-drop piece comprises a right anti-drop rod, the right anti-drop rod is vertically arranged and located on the right side of the pile body, and the upper end of the right anti-drop rod is located below the pile cap and connected with the pile cap.
Preferably, the pile body is cylindrical, and the pile head is inverted conical.
Preferably, the lower end of the tamping column is in a semi-ball shape.
Preferably, the side wall of pile body respectively along left and right direction be provided with left spout and right spout, left spout with right spout is located respectively on the left and right of inner chamber and all communicate the inner chamber, left stiffener is left and right movable wears to establish left spout, right stiffener is left and right movable wears to establish right spout.
Preferably, the left reinforcement further comprises a left upper sliding thorn, a left lower sliding thorn and a left elastic piece, wherein a left perforation is vertically arranged at the left end of the left reinforcement rod, the left upper sliding thorn and the left lower sliding thorn are vertically arranged at intervals and vertically movably arranged in the left perforation, the upper end of the left upper sliding thorn and the lower end of the left lower sliding thorn are respectively exposed from the upper part to the lower part of the left perforation, the left elastic piece is vertically arranged and positioned in the left perforation, and the left elastic piece is positioned between the lower end of the left upper sliding thorn and the upper end of the left lower sliding thorn and respectively abuts against the lower end of the left upper sliding thorn and the upper end of the left lower sliding thorn; the right reinforcement still includes upper right smooth thorn, lower right smooth thorn and right elastic component, the right-hand member of right stiffening rod vertically be provided with right perforation, upper right smooth thorn with lower right smooth thorn all vertically set up and upper and lower mutual interval sets up and all vertically movable set up in the right perforation, upper right smooth thorn's upper end with lower right smooth thorn's lower extreme exposes respectively right perforation is upper and lower, right elastic component vertically sets up and is located in the right perforation, right elastic component is located between upper right smooth thorn's lower extreme and the upper end of lower right smooth thorn and support respectively right upper smooth thorn's lower extreme with lower right smooth thorn's upper end.
More preferably, the upper left sliding thorn and the upper right sliding thorn are triangular blocks, the lower left sliding thorn and the lower right sliding thorn are inverted triangular blocks, and the triangular blocks and the inverted triangular blocks are arranged along the left-right direction.
More preferably, the left elastic member and the right elastic member are springs.
Preferably, the left anti-falling piece further comprises a left barb, one end of the left barb is connected with the outer side face of the lower end of the left anti-falling rod, the other end of the left barb extends upwards outwards and obliquely relative to the lower end of the left anti-falling rod, the right anti-falling piece further comprises a right barb, one end of the right barb is connected with the outer side face of the lower end of the right anti-falling rod, and the other end of the right barb extends upwards and obliquely relative to the lower end of the right anti-falling rod outwards.
More preferably, the number of the left barbs is multiple, and the multiple left barbs are horizontally arranged around the lower end of the left anti-falling rod at intervals.
More preferably, the number of the right barbs is multiple, and the multiple right barbs are horizontally arranged around the lower end of the right anti-drop rod at intervals.
The beneficial effects of the utility model are mainly as follows:
1. When the building pile for building construction is constructed, the pile body is placed in a hole on the ground, the tamping column is pressed into the inner cavity of the pile body by applying downward force to the pile cap, in the process, the lower end of the tamping column can contact and extrude the top surface of the left limiting block and the top surface of the right limiting block, so that the left limiting block is pushed to move left and right, the left reinforcing rod moves left and right, the left end of the left reinforcing rod and the right end of the right reinforcing rod extend out of the side wall of the pile body and then are transversely inserted into the ground, so that the left and right anti-drop rods are transversely connected and fixed, and simultaneously, the left and right anti-drop rods move downwards and are vertically inserted into the ground, so that the vertical connection and fixation are carried out, concrete can be poured into the inner cavity through the pouring hole after the pile body is installed, and then flows out from the first and the second flow holes through the branch channel, and the pile body is reinforced by pouring from inside to outside.
2. When the building pile for building construction is constructed, after the left end of the left reinforcing rod and the right end of the right reinforcing rod are transversely spliced with the land, under the action of the elasticity of the left elastic piece and the right elastic piece, the left upper sliding thorn moves upwards and the left lower sliding thorn moves downwards to extend out of the left through hole, the right upper sliding thorn moves upwards and the right lower sliding thorn moves downwards to extend out of the right through hole, and the left upper sliding thorn and the right lower sliding thorn vertically splice with the land, so that vertical extrusion force is formed, the transverse connection stability is further improved, after the left anti-drop rod and the right anti-drop rod are vertically spliced with the ground, the left barb and the right barb can further prevent the building pile from being upwards separated from the hole, and the vertical connection stability is further improved, and therefore, the stability of the building pile in use can be further improved, and the building pile is suitable for large-scale popularization and application.
These and other objects, features and advantages of the present utility model will be more fully apparent from the following detailed description and drawings, and may be learned by the practice of the utility model by the means, apparatus and combinations thereof as set forth hereinafter.
Drawings
Fig. 1 is a schematic cross-sectional front view of an embodiment of a building pile for construction of the present utility model.
Fig. 2 is an enlarged schematic illustration of a portion of the embodiment shown in fig. 1.
Fig. 3 is a second enlarged partial schematic view of the embodiment shown in fig. 1.
Fig. 4 is a schematic perspective view of the left reinforcement of the embodiment shown in fig. 1.
Fig. 5 is a schematic perspective view of the right reinforcement of the embodiment shown in fig. 1.
Fig. 6 is a schematic front sectional view of an assembly of a pile body, a left reinforcement and a right reinforcement of the embodiment shown in fig. 1, wherein the left end of the left reinforcement bar and the right end of the right reinforcement bar do not protrude from the side wall of the pile body.
FIG. 7 is a schematic front cross-sectional view of the assembly of pile cap, tamper post, left drop-out preventer and right drop-out preventer of the specific embodiment shown in FIG. 1.
(Symbol description)
1, Pile body; 2 left reinforcement; 3 right reinforcement; 4, pile cap; 5 tamping the column; 6, left anti-falling piece; 7, right anti-falling piece; 8 pile body; 9 pile heads; a 10 inner cavity; 11a first flow aperture; 12 a second flow aperture; 13 pouring holes; 14 main channels; 15 channels; 16 left reinforcing rods; a 17 left limiting block; 18 right reinforcing rods; a right limiting block 19; 20 left anti-drop rod; a21 right anti-drop rod; 22 left sliding grooves; 23 right sliding grooves; a 24 left upper sliding thorn; 25 left lower sliding thorn; a left elastic member 26; 27 left perforations; 28, sliding upwards and puncturing; 29, sliding downwards to form a thorn; 30 right elastic members; 31 right perforation; 32 left barbs; 33 right barbs.
Detailed Description
In order to make the technical contents of the present utility model more clearly understood, the following examples are specifically described.
In the description of the present utility model, it should be understood that the terms "upper," "lower," "front," "rear," "left," "right," "top," "bottom," "inner," "outer," and the like indicate or are based on the orientation or positional relationship shown in the drawings, merely to facilitate description of the present utility model and to simplify the description, and do not indicate or imply that the devices or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present utility model.
Referring to fig. 1 to 7, in an embodiment of the present utility model, a building pile for building construction according to the present utility model includes a pile body 1, a left reinforcement 2, a right reinforcement 3, a pile cap 4, a tamping column 5, a left anti-drop member 6, and a right anti-drop member 7, wherein:
The pile body 1 comprises a pile body 8 and a pile head 9, the pile body 8 and the pile head 9 are vertically arranged, the lower end of the pile body 8 is arranged at the upper end of the pile head 9, the pile body 1 is provided with an inner cavity 10, a first flow hole 11 and a second flow hole 12 are respectively and transversely arranged on the side wall of the pile body 8 and the side wall of the pile head 9, and the first flow hole 11 and the second flow hole 12 are both communicated with the inner cavity 10;
The pile cap 4 is horizontally arranged and abuts against the top of the pile body 8, the tamping column 5 is vertically arranged and positioned in the inner cavity 10, the upper end of the tamping column 5 vertically movably penetrates through the top of the pile body 8 and is connected with the pile cap 4, the lower end of the tamping column 5 gradually tapers from top to bottom towards the middle, the pile cap 4 and the tamping column 5 are vertically provided with a pouring hole 13 and a main channel 14 respectively, the pouring hole 13 is positioned on the main channel 14 and is communicated with the main channel 14, the tamping column 5 is also horizontally provided with a branch channel 15, and the main channel 14 is communicated with the inner cavity 10 through the branch channel 15;
The left reinforcement 2 comprises a left reinforcement rod 16 and a left limiting block 17, the left reinforcement rod 16 is arranged along the left-right direction and is penetrated through the side wall of the pile body 8 in a left-right movable way, the left limiting block 17 is positioned in the inner cavity 10 and is connected with the right end of the left reinforcement rod 16 to limit the right end of the left reinforcement rod 16 in the inner cavity 10, the left limiting block 17 is positioned at the left side of the tamping column 5 and abuts against the tamping column 5, the top surface of the left limiting block 17 is arranged along the front-back direction and is obliquely arranged along the left-right direction towards the right lower direction, and the left end of the left reinforcement rod 16 is positioned at the left side of the pile body 8;
The right reinforcement 3 comprises a right reinforcement rod 18 and a right limiting block 19, the right reinforcement rod 18 is arranged along the left-right direction and is movably penetrated through the side wall of the pile body 8, the right limiting block 19 is positioned in the inner cavity 10 and is connected with the left end of the right reinforcement rod 18 to limit the left end of the right reinforcement rod 18 in the inner cavity 10, the right limiting block 19 is positioned on the right side of the tamping column 5 and abuts against the tamping column 5, the top surface of the right limiting block 19 is arranged along the front-back direction and is obliquely arranged along the left-right direction from the left-right direction to the left-right direction, and the right end of the right reinforcement rod 18 is positioned on the right side of the pile body 8;
The left anti-drop member 6 comprises a left anti-drop rod 20, the left anti-drop rod 20 is vertically arranged and positioned on the left side of the pile body 8, the upper end of the left anti-drop rod 20 is positioned below the pile cap 4 and connected with the pile cap 4, the right anti-drop member 7 comprises a right anti-drop rod 21, the right anti-drop rod 21 is vertically arranged and positioned on the right side of the pile body 8, and the upper end of the right anti-drop rod 21 is positioned below the pile cap 4 and connected with the pile cap 4.
Shaft 8 and head 9 may have any suitable shape, and in one embodiment of the present utility model, shaft 8 is cylindrical and head 9 is inverted conical.
The lower end of the tamper post 5 may have any suitable shape, and in one embodiment of the present utility model, the lower end of the tamper post 5 is in the shape of a half ball.
The left end of the left reinforcing rod 16 and the right end of the right reinforcing rod 18 may have any suitable shape, and as shown in fig. 1 to 6, in an embodiment of the present utility model, the top surface of the left end of the left reinforcing rod 16 is disposed along the front-rear direction and inclined downward and leftward from the right-left direction, the bottom surface of the left end of the left reinforcing rod 16 is disposed along the front-rear direction and inclined upward and leftward from the right-left direction, the top surface of the right end of the right reinforcing rod 18 is disposed along the front-rear direction and inclined downward and rightward from the left-right direction, and the bottom surface of the right end of the right reinforcing rod 18 is disposed along the front-rear direction and inclined upward and leftward from the left-right direction.
The left reinforcement rod 16 is movably inserted into the side wall of the pile body 8 from left to right, the right reinforcement rod 18 is movably inserted into the side wall of the pile body 8 from left to right, and any suitable structure may be adopted, as shown in fig. 1 and 6, in an embodiment of the present utility model, a left chute 22 and a right chute 23 are respectively disposed on the side wall of the pile body 8 along the left-right direction, the left chute 22 and the right chute 23 are respectively disposed on the left side and the right side of the inner cavity 10 and are both communicated with the inner cavity 10, the left reinforcement rod 16 is movably inserted into the left chute 22 from left to right, and the right reinforcement rod 18 is movably inserted into the right chute 23 from left to right. In this case, the right end of the left reinforcing rod 16 may be limited in the inner cavity 10 only by the left limiting block 17 failing to pass through the left sliding groove 22, and the left end of the right reinforcing rod 18 may be limited in the inner cavity 10 only by the right limiting block 19 failing to pass through the right sliding groove 23.
The left reinforcement 2 and the right reinforcement 3 may further comprise any other suitable structure, as shown in fig. 1 to 6, in an embodiment of the present utility model, the left reinforcement 2 further includes an upper left sliding spike 24, a lower left sliding spike 25 and a left elastic member 26, the left end of the left reinforcement rod 16 is vertically provided with a left through hole 27, the upper left sliding spike 24 and the lower left sliding spike 25 are vertically disposed and vertically spaced from each other and vertically movably disposed in the left through hole 27, the upper end of the upper left sliding spike 24 and the lower end of the lower left sliding spike 25 are respectively exposed above and below the left through hole 27, the left elastic member 26 is vertically disposed and located in the left through hole 27, and the left elastic member 26 is located between the lower end of the upper left sliding spike 24 and the upper end of the lower left sliding spike 25 and respectively abuts against the lower end of the upper left sliding spike 24 and the upper end of the lower left sliding spike 25; the right reinforcement 3 further comprises a right upper sliding thorn 28, a right lower sliding thorn 29 and a right elastic piece 30, a right through hole 31 is vertically formed in the right end of the right reinforcement rod 18, the right upper sliding thorn 28 and the right lower sliding thorn 29 are vertically arranged at intervals and vertically movably arranged in the right through hole 31, the upper end of the right upper sliding thorn 28 and the lower end of the right lower sliding thorn 29 are respectively exposed in the right through hole 31, the right elastic piece 30 is vertically arranged and located in the right through hole 31, and the right elastic piece 30 is located between the lower end of the right upper sliding thorn 28 and the upper end of the right lower sliding thorn 29 and respectively abuts against the lower end of the right upper sliding thorn 28 and the upper end of the right lower sliding thorn 29.
The upper left slider 24, the lower left slider 25, the upper right slider 28 and the lower right slider 29 may have any suitable shape, and in an embodiment of the present utility model, referring to fig. 1 to 6, the upper left slider 24 and the upper right slider 28 are triangular blocks, and the lower left slider 25 and the lower right slider 29 are inverted triangular blocks, and the triangular blocks and the inverted triangular blocks are disposed along the left-right direction.
The left elastic member 26 and the right elastic member 30 may be any suitable elastic member, and in an embodiment of the present utility model, the left elastic member 26 and the right elastic member 30 are springs, as shown in fig. 2 to 3.
The number of the left reinforcement members 2 may be determined as needed, and preferably, the number of the left reinforcement members 2 is plural, and plural left reinforcement members 2 are vertically spaced from each other. The number of the left reinforcement members 2 is 3 in an embodiment of the present utility model, as shown in fig. 1 and 6.
The number of the right reinforcing members 3 may be determined as required, and preferably, the number of the right reinforcing members 3 is plural, and plural right reinforcing members 3 are vertically spaced from each other. The term "plurality" as used herein refers to more than 2, but does not mean that the number of right stiffeners 3 and the number of left stiffeners 2 are the same, and the number of right stiffeners 3 and the number of left stiffeners 2 may be the same or different, and in an embodiment of the present utility model, the number of right stiffeners 3 is 3, as shown in fig. 1 and 6.
The left drop-preventing member 6 and the right drop-preventing member 7 may further comprise any other suitable structure, and in a specific embodiment of the present utility model, as shown in fig. 1 and 7, the left drop-preventing member 6 further comprises a left barb 32, one end of the left barb 32 is connected to an outer side surface of the lower end of the left drop-preventing rod 20, the other end of the left barb 32 is disposed to extend obliquely upward toward the outside with respect to the lower end of the left drop-preventing rod 20, the right drop-preventing member 7 further comprises a right barb 33, one end of the right barb 33 is connected to an outer side surface of the lower end of the right drop-preventing rod 21, and the other end of the right barb 33 is disposed to extend obliquely upward toward the outside with respect to the lower end of the right drop-preventing rod 21.
The number of the left barbs 32 may be determined as required, and preferably, the number of the left barbs 32 is plural, and plural left barbs 32 are horizontally disposed around the lower end of the left drop bar 20 at intervals. Referring to fig. 1 and 7, in an embodiment of the present utility model, the number of the left barbs 32 is 2, and 2 left barbs 32 are symmetrically disposed with respect to the lower end of the left drop bar 20, thereby forming a V-shape.
The number of the right barbs 33 may be determined according to need, and preferably, the number of the right barbs 33 is plural, and plural right barbs 33 are horizontally disposed around the lower end of the right drop-preventing rod 21 at intervals. Referring to fig. 1 and 7, in an embodiment of the present utility model, the number of the right barbs 33 is 2, and 2 of the right barbs 33 are symmetrically disposed with respect to the lower end of the right drop bar 21, thereby forming a V-shape.
In construction, a hole of a building pile is punched on the ground by a drilling device, then the pile body 1 is placed in the hole, at this time, as shown in fig. 6, the left end of the left reinforcing rod 16 and the right end of the right reinforcing rod 18 do not extend out of the side wall of the pile body 8, the left upper sliding thorn 24 and the left lower sliding thorn 25 are limited by the left sliding chute 22 and contracted into the left through hole 27, thereby compressing the left elastic member 26, the right upper sliding thorn 28 and the right lower sliding thorn 29 are limited by the right sliding chute 23 and contracted into the right through hole 31, thereby compressing the right elastic member 30, then the assembly of the pile cap 4 and the tamping column 5 is placed above the pile body 1, then the assembly is moved downward, and the tamping column 5 is pressed into the inner cavity 10 of the pile body 1 by applying downward force to the pile cap 4, the lower end of the tamping column 5 contacts and extrudes the top surface of the left limiting block 17 and the top surface of the right limiting block 19, so that the left limiting block 17 moves left and the right limiting block 19 moves right, the left reinforcing rod 16 moves left and the right reinforcing rod 18 moves right, the left end of the left reinforcing rod 16 and the right end of the right reinforcing rod 18 extend out of the side wall of the pile body 8 and then are transversely spliced with the land, so that transverse connection and fixation are performed, under the action of the elasticity of the left elastic piece 26 and the right elastic piece 30, the left upper sliding thorn 24 moves upwards and the left lower sliding thorn 25 moves downwards to extend out of the left perforation 27, the right upper sliding thorn 28 moves upwards and the right lower sliding thorn 29 moves downwards to extend out of the right perforation 31 and are vertically spliced with the land, and thus the vertical acting force can be increased, and the stability of the building pile during installation is improved; simultaneously left anticreep pole 20 and right anticreep pole 21 move down to peg graft with the ground vertically to carry out vertical connection fixedly, left barb 32 and right barb 33 can further prevent that the building stake from upwards deviating from the hole, can pour into the concrete through pouring hole 13 after the installation, disperses the concrete through branch channel 15 through main channel 14, gets into inner chamber 10, then flows from first circulation hole 11 and second circulation hole 12, and then pour from inside to outside and consolidate, thereby improves the fastness of building stake.
Compared with the prior art, the utility model has the following main beneficial effects:
1. According to the utility model, after the pile body is spliced with the drilling hole, the tamping column is driven into the inner cavity of the pile body, and the tamping column can squeeze and push the left limiting block and the right limiting block, so that the left reinforcing rod moves leftwards and the right reinforcing rod moves rightwards, the left end of the left reinforcing rod and the right end of the right reinforcing rod extend out of the side wall of the pile body and then are transversely spliced with the land, so that the pile is transversely reinforced, and the pile is vertically spliced with the ground through the anti-falling rod to be vertically reinforced, thereby improving the stability of the building pile during installation.
2. According to the utility model, the left upper sliding thorn and the left lower sliding thorn respectively move upwards and downwards under the pushing of the left elastic piece, and the right upper sliding thorn and the right lower sliding thorn respectively move upwards and downwards under the pushing of the right elastic piece, so that vertical splicing is performed with the land, further vertical acting force can be increased, the transverse connection stability is further increased, the building pile can be further prevented from being upwards separated from the hole through the left barb and the right barb, the vertical connection stability is further increased, the integral firmness of the building pile is further improved, and the stability of the building pile during installation is further improved.
3. According to the utility model, the pouring holes, the main channel, the branch channels, the inner cavities, the first flow holes and the second flow holes are formed through the pile platform, the tamping column and the pile body, so that concrete can be poured after the building pile is installed, the pouring holes, the main channel, the branch channels, the inner cavities, the first flow holes and the second flow holes are convenient for the flow of the concrete, and the firmness between the building pile and the ground is improved when the building pile is used.
Therefore, when the utility model is used, a hole is drilled on the ground, then the building pile is placed in the hole, the left reinforcement and the right reinforcement can be used for transverse reinforcement, the left anti-drop piece and the right anti-drop piece can be used for vertical reinforcement, and concrete pouring reinforcement is also carried out from inside to outside, so that the stability of the building pile in use is improved.
In conclusion, the building pile for building construction is ingenious in design, can be used for transverse reinforcement and vertical reinforcement, and concrete pouring reinforcement, so that stability of the building pile in use is improved, and the building pile is suitable for large-scale popularization and application.
It will thus be seen that the objects of the present utility model have been fully and effectively attained. The functional and structural principles of the present utility model have been shown and described in the examples and embodiments may be modified at will without departing from such principles. Therefore, this utility model includes all modifications encompassed within the spirit of the following claims and the scope of the following claims.
Claims (10)
1. Building pile for construction, its characterized in that includes pile body, left reinforcement, right reinforcement, pile cap, ramming post, left anticreep piece and right anticreep piece, wherein:
The pile body comprises a pile body and a pile head, wherein the pile body and the pile head are vertically arranged, the lower end of the pile body is arranged at the upper end of the pile head, the pile body is provided with an inner cavity, a first flow hole and a second flow hole are respectively and transversely arranged on the side wall of the pile body and the side wall of the pile head, and the first flow hole and the second flow hole are both communicated with the inner cavity;
The pile cap is horizontally arranged and propped against the top of the pile body, the tamping column is vertically arranged and positioned in the inner cavity, the upper end of the tamping column vertically movably penetrates through the top of the pile body and is connected with the pile cap, the lower end of the tamping column gradually tapers from top to bottom towards the middle, the pile cap and the tamping column are vertically provided with a pouring hole and a main channel respectively, the pouring hole is positioned on the main channel and is communicated with the main channel, the tamping column is also horizontally provided with a supporting channel, and the main channel is communicated with the inner cavity through the supporting channel;
The left reinforcement comprises a left reinforcement rod and a left limit block, the left reinforcement rod is arranged along the left-right direction and is penetrated through the side wall of the pile body in a left-right movable way, the left limit block is positioned in the inner cavity and is connected with the right end of the left reinforcement rod to limit the right end of the left reinforcement rod in the inner cavity, the left limit block is positioned at the left side of the tamping column and abuts against the tamping column, the top surface of the left limit block is arranged along the front-back direction and is obliquely arranged along the direction from left to right towards the lower right, and the left end of the left reinforcement rod is positioned at the left side of the pile body;
The right reinforcement comprises a right reinforcement rod and a right limiting block, the right reinforcement rod is arranged along the left-right direction and is penetrated through the side wall of the pile body in a left-right movable manner, the right limiting block is positioned in the inner cavity and is connected with the left end of the right reinforcement rod to limit the left end of the right reinforcement rod in the inner cavity, the right limiting block is positioned on the right side of the tamping column and abuts against the tamping column, the top surface of the right limiting block is arranged along the front-back direction and is obliquely arranged along the left-right direction towards the left lower side, and the right end of the right reinforcement rod is positioned on the right side of the pile body;
The left anti-drop piece comprises a left anti-drop rod, the left anti-drop rod is vertically arranged and located on the left side of the pile body, the upper end of the left anti-drop rod is located below the pile cap and connected with the pile cap, the right anti-drop piece comprises a right anti-drop rod, the right anti-drop rod is vertically arranged and located on the right side of the pile body, and the upper end of the right anti-drop rod is located below the pile cap and connected with the pile cap.
2. The building pile for construction according to claim 1, wherein the pile body is cylindrical and the pile head is of an inverted conical shape.
3. The building pile for construction according to claim 1, wherein the lower end of the ramming column is in the shape of a half ball.
4. The building pile for construction according to claim 1, wherein the side walls of the pile body are respectively provided with a left chute and a right chute along the left-right direction, the left chute and the right chute are respectively positioned at the left side and the right side of the inner cavity and are communicated with the inner cavity, the left chute is arranged in a penetrating manner by left-right movement of the left reinforcing rod, and the right chute is arranged in a penetrating manner by left-right movement of the right reinforcing rod.
5. The building pile for construction according to claim 1, wherein the left reinforcement further comprises a left upper sliding thorn, a left lower sliding thorn and a left elastic member, the left end of the left reinforcement rod is vertically provided with a left through hole, the left upper sliding thorn and the left lower sliding thorn are vertically arranged and are vertically spaced from each other and are vertically and movably arranged in the left through hole, the upper end of the left upper sliding thorn and the lower end of the left lower sliding thorn are respectively exposed above and below the left through hole, the left elastic member is vertically arranged and is positioned in the left through hole, and the left elastic member is positioned between the lower end of the left upper sliding thorn and the upper end of the left lower sliding thorn and respectively abuts against the lower end of the left upper sliding thorn and the upper end of the left lower sliding thorn; the right reinforcement still includes upper right smooth thorn, lower right smooth thorn and right elastic component, the right-hand member of right stiffening rod vertically be provided with right perforation, upper right smooth thorn with lower right smooth thorn all vertically set up and upper and lower mutual interval sets up and all vertically movable set up in the right perforation, upper right smooth thorn's upper end with lower right smooth thorn's lower extreme exposes respectively right perforation is upper and lower, right elastic component vertically sets up and is located in the right perforation, right elastic component is located between upper right smooth thorn's lower extreme and the upper end of lower right smooth thorn and support respectively right upper smooth thorn's lower extreme with lower right smooth thorn's upper end.
6. The building pile for construction according to claim 5, wherein the upper left and upper right sliding thorns are triangular blocks, the lower left and lower right sliding thorns are inverted triangular blocks, and the triangular blocks and the inverted triangular blocks are arranged in the left-right direction.
7. The building pile for construction according to claim 5, wherein the left elastic member and the right elastic member are springs.
8. The building pile for construction according to claim 1, wherein the left drop preventing member further comprises a left barb, one end of the left barb is connected to an outer side surface of the lower end of the left drop preventing rod, the other end of the left barb is arranged to extend obliquely upward toward the outside relative to the lower end of the left drop preventing rod, the right drop preventing member further comprises a right barb, one end of the right barb is connected to an outer side surface of the lower end of the right drop preventing rod, and the other end of the right barb is arranged to extend obliquely upward toward the outside relative to the lower end of the right drop preventing rod.
9. The building pile for construction according to claim 8, wherein the number of the left barbs is plural, and the plural left barbs are horizontally arranged around the lower end of the left drop-preventing rod at intervals.
10. The building pile for construction according to claim 8, wherein the number of the right barbs is plural, and the plural right barbs are horizontally disposed around the lower end of the right drop-preventing rod at intervals.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322343770.3U CN220868176U (en) | 2023-08-30 | 2023-08-30 | Building pile for building construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322343770.3U CN220868176U (en) | 2023-08-30 | 2023-08-30 | Building pile for building construction |
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| Publication Number | Publication Date |
|---|---|
| CN220868176U true CN220868176U (en) | 2024-04-30 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322343770.3U Active CN220868176U (en) | 2023-08-30 | 2023-08-30 | Building pile for building construction |
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| Country | Link |
|---|---|
| CN (1) | CN220868176U (en) |
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2023
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